[ { "id": 2, "curve_id": "W3.1", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Low tower; 400 kV, 2 circuits, 3 drivers per phase; design of 120 km/h", "source_type": "Conference Proceeding", "source_abbrev": "López et al. (2009) ", "source_detail": "López, A. L., Rocha, L. E. P., De León Escobedo, D., and Sesma, J. S.: Reliability and vulnerability analysis of electrical substations and transmission towers for definition of wind and seismic damage maps for Mexico, in: 11th Americas Conference on Wind Engineering, San Juan, Puerto Rico, 22-26 June 2009, 2009.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Axial and/or bending forces distributed on the structural member or components", "source_data_type": "figure_given", "mu": 4.08080193308603, "sigma": 0.11219148288260394, "method": "Curve fitting", "mu_sigma_quality": 0.998562426249227, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.081, σ=0.112, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Wind", "num_points": 136, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0.001 }, { "x": 37, "y": 0.005 }, { "x": 38, "y": 0.009 }, { "x": 39, "y": 0.013 }, { "x": 40, "y": 0.017 }, { "x": 41, "y": 0.024 }, { "x": 42, "y": 0.031 }, { "x": 43, "y": 0.039 }, { "x": 44, "y": 0.046 }, { "x": 45, "y": 0.056 }, { "x": 46, "y": 0.068 }, { "x": 47, "y": 0.081 }, { "x": 48, "y": 0.094 }, { "x": 49, "y": 0.106 }, { "x": 50, "y": 0.12 }, { "x": 51, "y": 0.14 }, { "x": 52, "y": 0.16 }, { "x": 53, "y": 0.18 }, { "x": 54, "y": 0.2 }, { "x": 55, "y": 0.22 }, { "x": 56, "y": 0.264 }, { "x": 57, "y": 0.329 }, { "x": 58, "y": 0.395 }, { "x": 59, "y": 0.461 }, { "x": 60, "y": 0.527 }, { "x": 61, "y": 0.592 }, { "x": 62, "y": 0.658 }, { "x": 63, "y": 0.716 }, { "x": 64, "y": 0.764 }, { "x": 65, "y": 0.812 }, { "x": 66, "y": 0.86 }, { "x": 67, "y": 0.908 }, { "x": 68, "y": 0.932 }, { "x": 69, "y": 0.94 }, { "x": 70, "y": 0.949 }, { "x": 71, "y": 0.957 }, { "x": 72, "y": 0.966 }, { "x": 73, "y": 0.973 }, { "x": 74, "y": 0.978 }, { "x": 75, "y": 0.983 }, { "x": 76, "y": 0.988 }, { "x": 77, "y": 0.993 }, { "x": 78, "y": 0.997 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 }, { "x": 86, "y": 1 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 }, { "x": 91, "y": 1 }, { "x": 92, "y": 1 }, { "x": 93, "y": 1 }, { "x": 94, "y": 1 }, { "x": 95, "y": 1 }, { "x": 96, "y": 1 }, { "x": 97, "y": 1 }, { "x": 98, "y": 1 }, { "x": 99, "y": 1 }, { "x": 100, "y": 1 }, { "x": 101, "y": 1 }, { "x": 102, "y": 1 }, { "x": 103, "y": 1 }, { "x": 104, "y": 1 }, { "x": 105, "y": 1 }, { "x": 106, "y": 1 }, { "x": 107, "y": 1 }, { "x": 108, "y": 1 }, { "x": 109, "y": 1 }, { "x": 110, "y": 1 }, { "x": 111, "y": 1 }, { "x": 112, "y": 1 }, { "x": 113, "y": 1 }, { "x": 114, "y": 1 }, { "x": 115, "y": 1 }, { "x": 116, "y": 1 }, { "x": 117, "y": 1 }, { "x": 118, "y": 1 }, { "x": 119, "y": 1 }, { "x": 120, "y": 1 }, { "x": 121, "y": 1 }, { "x": 122, "y": 1 }, { "x": 123, "y": 1 }, { "x": 124, "y": 1 }, { "x": 125, "y": 1 }, { "x": 126, "y": 1 }, { "x": 127, "y": 1 }, { "x": 128, "y": 1 }, { "x": 129, "y": 1 }, { "x": 130, "y": 1 }, { "x": 131, "y": 1 }, { "x": 132, "y": 1 }, { "x": 133, "y": 1 }, { "x": 134, "y": 1 }, { "x": 135, "y": 1 } ] }, { "id": 3, "curve_id": "W3.2", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Tall tower; 400 kV, 2 circuits, 3 drivers per phase; design of 120 km/h", "source_type": "Conference Proceeding", "source_abbrev": "López et al. (2009) ", "source_detail": "López, A. L., Rocha, L. E. P., De León Escobedo, D., and Sesma, J. S.: Reliability and vulnerability analysis of electrical substations and transmission towers for definition of wind and seismic damage maps for Mexico, in: 11th Americas Conference on Wind Engineering, San Juan, Puerto Rico, 22-26 June 2009, 2009.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Axial and/or bending forces distributed on the structural member or components", "source_data_type": "figure_given", "mu": 4.0377487252431994, "sigma": 0.11350834943379152, "method": "Curve fitting", "mu_sigma_quality": 0.99815268247357769, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.038, σ=0.114, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Wind", "num_points": 136, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0.001 }, { "x": 7, "y": 0.001 }, { "x": 8, "y": 0.001 }, { "x": 9, "y": 0.001 }, { "x": 10, "y": 0.001 }, { "x": 11, "y": 0.001 }, { "x": 12, "y": 0.001 }, { "x": 13, "y": 0.001 }, { "x": 14, "y": 0.001 }, { "x": 15, "y": 0.001 }, { "x": 16, "y": 0.001 }, { "x": 17, "y": 0.001 }, { "x": 18, "y": 0.001 }, { "x": 19, "y": 0.001 }, { "x": 20, "y": 0.001 }, { "x": 21, "y": 0.001 }, { "x": 22, "y": 0.001 }, { "x": 23, "y": 0.001 }, { "x": 24, "y": 0.001 }, { "x": 25, "y": 0.001 }, { "x": 26, "y": 0.001 }, { "x": 27, "y": 0.001 }, { "x": 28, "y": 0.001 }, { "x": 29, "y": 0.001 }, { "x": 30, "y": 0.001 }, { "x": 31, "y": 0.001 }, { "x": 32, "y": 0.001 }, { "x": 33, "y": 0.001 }, { "x": 34, "y": 0.002 }, { "x": 35, "y": 0.005 }, { "x": 36, "y": 0.011 }, { "x": 37, "y": 0.017 }, { "x": 38, "y": 0.022 }, { "x": 39, "y": 0.028 }, { "x": 40, "y": 0.034 }, { "x": 41, "y": 0.04 }, { "x": 42, "y": 0.046 }, { "x": 43, "y": 0.061 }, { "x": 44, "y": 0.077 }, { "x": 45, "y": 0.093 }, { "x": 46, "y": 0.102 }, { "x": 47, "y": 0.112 }, { "x": 48, "y": 0.121 }, { "x": 49, "y": 0.142 }, { "x": 50, "y": 0.162 }, { "x": 51, "y": 0.186 }, { "x": 52, "y": 0.228 }, { "x": 53, "y": 0.269 }, { "x": 54, "y": 0.31 }, { "x": 55, "y": 0.352 }, { "x": 56, "y": 0.393 }, { "x": 57, "y": 0.466 }, { "x": 58, "y": 0.539 }, { "x": 59, "y": 0.611 }, { "x": 60, "y": 0.684 }, { "x": 61, "y": 0.757 }, { "x": 62, "y": 0.83 }, { "x": 63, "y": 0.861 }, { "x": 64, "y": 0.886 }, { "x": 65, "y": 0.912 }, { "x": 66, "y": 0.938 }, { "x": 67, "y": 0.963 }, { "x": 68, "y": 0.978 }, { "x": 69, "y": 0.982 }, { "x": 70, "y": 0.985 }, { "x": 71, "y": 0.988 }, { "x": 72, "y": 0.991 }, { "x": 73, "y": 0.994 }, { "x": 74, "y": 0.995 }, { "x": 75, "y": 0.996 }, { "x": 76, "y": 0.996 }, { "x": 77, "y": 0.997 }, { "x": 78, "y": 0.998 }, { "x": 79, "y": 0.999 }, { "x": 80, "y": 0.999 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 }, { "x": 86, "y": 1 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 }, { "x": 91, "y": 1 }, { "x": 92, "y": 1 }, { "x": 93, "y": 1 }, { "x": 94, "y": 1 }, { "x": 95, "y": 1 }, { "x": 96, "y": 1 }, { "x": 97, "y": 1 }, { "x": 98, "y": 1 }, { "x": 99, "y": 1 }, { "x": 100, "y": 1 }, { "x": 101, "y": 1 }, { "x": 102, "y": 1 }, { "x": 103, "y": 1 }, { "x": 104, "y": 1 }, { "x": 105, "y": 1 }, { "x": 106, "y": 1 }, { "x": 107, "y": 1 }, { "x": 108, "y": 1 }, { "x": 109, "y": 1 }, { "x": 110, "y": 1 }, { "x": 111, "y": 1 }, { "x": 112, "y": 1 }, { "x": 113, "y": 1 }, { "x": 114, "y": 1 }, { "x": 115, "y": 1 }, { "x": 116, "y": 1 }, { "x": 117, "y": 1 }, { "x": 118, "y": 1 }, { "x": 119, "y": 1 }, { "x": 120, "y": 1 }, { "x": 121, "y": 1 }, { "x": 122, "y": 1 }, { "x": 123, "y": 1 }, { "x": 124, "y": 1 }, { "x": 125, "y": 1 }, { "x": 126, "y": 1 }, { "x": 127, "y": 1 }, { "x": 128, "y": 1 }, { "x": 129, "y": 1 }, { "x": 130, "y": 1 }, { "x": 131, "y": 1 }, { "x": 132, "y": 1 }, { "x": 133, "y": 1 }, { "x": 134, "y": 1 }, { "x": 135, "y": 1 } ] }, { "id": 4, "curve_id": "W3.3", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Low tower; 400 kV, 2 circuits, 3 drivers per phase; design of 160 km/h", "source_type": "Conference Proceeding", "source_abbrev": "López et al. (2009) ", "source_detail": "López, A. L., Rocha, L. E. P., De León Escobedo, D., and Sesma, J. S.: Reliability and vulnerability analysis of electrical substations and transmission towers for definition of wind and seismic damage maps for Mexico, in: 11th Americas Conference on Wind Engineering, San Juan, Puerto Rico, 22-26 June 2009, 2009.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Axial and/or bending forces distributed on the structural member or components", "source_data_type": "figure_given", "mu": 4.247251471678636, "sigma": 0.11859839374801591, "method": "Curve fitting", "mu_sigma_quality": 0.999725685107188, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.247, σ=0.119, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Wind", "num_points": 136, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0 }, { "x": 51, "y": 0 }, { "x": 52, "y": 0 }, { "x": 53, "y": 0.006 }, { "x": 54, "y": 0.013 }, { "x": 55, "y": 0.019 }, { "x": 56, "y": 0.031 }, { "x": 57, "y": 0.048 }, { "x": 58, "y": 0.064 }, { "x": 59, "y": 0.081 }, { "x": 60, "y": 0.098 }, { "x": 61, "y": 0.115 }, { "x": 62, "y": 0.141 }, { "x": 63, "y": 0.183 }, { "x": 64, "y": 0.226 }, { "x": 65, "y": 0.268 }, { "x": 66, "y": 0.311 }, { "x": 67, "y": 0.353 }, { "x": 68, "y": 0.398 }, { "x": 69, "y": 0.452 }, { "x": 70, "y": 0.505 }, { "x": 71, "y": 0.558 }, { "x": 72, "y": 0.612 }, { "x": 73, "y": 0.658 }, { "x": 74, "y": 0.693 }, { "x": 75, "y": 0.729 }, { "x": 76, "y": 0.765 }, { "x": 77, "y": 0.801 }, { "x": 78, "y": 0.837 }, { "x": 79, "y": 0.856 }, { "x": 80, "y": 0.871 }, { "x": 81, "y": 0.886 }, { "x": 82, "y": 0.901 }, { "x": 83, "y": 0.916 }, { "x": 84, "y": 0.931 }, { "x": 85, "y": 0.944 }, { "x": 86, "y": 0.949 }, { "x": 87, "y": 0.954 }, { "x": 88, "y": 0.959 }, { "x": 89, "y": 0.964 }, { "x": 90, "y": 0.969 }, { "x": 91, "y": 0.97 }, { "x": 92, "y": 0.971 }, { "x": 93, "y": 0.971 }, { "x": 94, "y": 0.972 }, { "x": 95, "y": 0.973 }, { "x": 96, "y": 0.974 }, { "x": 97, "y": 0.976 }, { "x": 98, "y": 0.979 }, { "x": 99, "y": 0.982 }, { "x": 100, "y": 0.985 }, { "x": 101, "y": 0.988 }, { "x": 102, "y": 0.989 }, { "x": 103, "y": 0.99 }, { "x": 104, "y": 0.991 }, { "x": 105, "y": 0.991 }, { "x": 106, "y": 0.992 }, { "x": 107, "y": 0.992 }, { "x": 108, "y": 0.991 }, { "x": 109, "y": 0.991 }, { "x": 110, "y": 0.99 }, { "x": 111, "y": 0.989 }, { "x": 112, "y": 0.989 }, { "x": 113, "y": 1 }, { "x": 114, "y": 1 }, { "x": 115, "y": 1 }, { "x": 116, "y": 1 }, { "x": 117, "y": 1 }, { "x": 118, "y": 1 }, { "x": 119, "y": 1 }, { "x": 120, "y": 1 }, { "x": 121, "y": 1 }, { "x": 122, "y": 1 }, { "x": 123, "y": 1 }, { "x": 124, "y": 1 }, { "x": 125, "y": 1 }, { "x": 126, "y": 1 }, { "x": 127, "y": 1 }, { "x": 128, "y": 1 }, { "x": 129, "y": 1 }, { "x": 130, "y": 1 }, { "x": 131, "y": 1 }, { "x": 132, "y": 1 }, { "x": 133, "y": 1 }, { "x": 134, "y": 1 }, { "x": 135, "y": 1 } ] }, { "id": 5, "curve_id": "W3.4", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Tall tower; 400 kV, 2 circuits, 3 drivers per phase; design of 160 km/h", "source_type": "Conference Proceeding", "source_abbrev": "López et al. (2009) ", "source_detail": "López, A. L., Rocha, L. E. P., De León Escobedo, D., and Sesma, J. S.: Reliability and vulnerability analysis of electrical substations and transmission towers for definition of wind and seismic damage maps for Mexico, in: 11th Americas Conference on Wind Engineering, San Juan, Puerto Rico, 22-26 June 2009, 2009.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Axial and/or bending forces distributed on the structural member or components", "source_data_type": "figure_given", "mu": 4.1276581200318887, "sigma": 0.11852246456119005, "method": "Curve fitting", "mu_sigma_quality": 0.99985460311893193, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.128, σ=0.119, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Wind", "num_points": 136, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0.01 }, { "x": 47, "y": 0.021 }, { "x": 48, "y": 0.031 }, { "x": 49, "y": 0.042 }, { "x": 50, "y": 0.052 }, { "x": 51, "y": 0.064 }, { "x": 52, "y": 0.082 }, { "x": 53, "y": 0.1 }, { "x": 54, "y": 0.118 }, { "x": 55, "y": 0.137 }, { "x": 56, "y": 0.161 }, { "x": 57, "y": 0.22 }, { "x": 58, "y": 0.279 }, { "x": 59, "y": 0.338 }, { "x": 60, "y": 0.397 }, { "x": 61, "y": 0.456 }, { "x": 62, "y": 0.512 }, { "x": 63, "y": 0.558 }, { "x": 64, "y": 0.604 }, { "x": 65, "y": 0.65 }, { "x": 66, "y": 0.696 }, { "x": 67, "y": 0.742 }, { "x": 68, "y": 0.784 }, { "x": 69, "y": 0.813 }, { "x": 70, "y": 0.843 }, { "x": 71, "y": 0.873 }, { "x": 72, "y": 0.903 }, { "x": 73, "y": 0.924 }, { "x": 74, "y": 0.933 }, { "x": 75, "y": 0.942 }, { "x": 76, "y": 0.951 }, { "x": 77, "y": 0.96 }, { "x": 78, "y": 0.969 }, { "x": 79, "y": 0.973 }, { "x": 80, "y": 0.977 }, { "x": 81, "y": 0.981 }, { "x": 82, "y": 0.984 }, { "x": 83, "y": 0.988 }, { "x": 84, "y": 0.992 }, { "x": 85, "y": 0.995 }, { "x": 86, "y": 0.997 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 }, { "x": 91, "y": 1 }, { "x": 92, "y": 1 }, { "x": 93, "y": 1 }, { "x": 94, "y": 1 }, { "x": 95, "y": 1 }, { "x": 96, "y": 1 }, { "x": 97, "y": 1 }, { "x": 98, "y": 1 }, { "x": 99, "y": 1 }, { "x": 100, "y": 1 }, { "x": 101, "y": 1 }, { "x": 102, "y": 1 }, { "x": 103, "y": 1 }, { "x": 104, "y": 1 }, { "x": 105, "y": 1 }, { "x": 106, "y": 1 }, { "x": 107, "y": 1 }, { "x": 108, "y": 1 }, { "x": 109, "y": 1 }, { "x": 110, "y": 1 }, { "x": 111, "y": 1 }, { "x": 112, "y": 1 }, { "x": 113, "y": 1 }, { "x": 114, "y": 1 }, { "x": 115, "y": 1 }, { "x": 116, "y": 1 }, { "x": 117, "y": 1 }, { "x": 118, "y": 1 }, { "x": 119, "y": 1 }, { "x": 120, "y": 1 }, { "x": 121, "y": 1 }, { "x": 122, "y": 1 }, { "x": 123, "y": 1 }, { "x": 124, "y": 1 }, { "x": 125, "y": 1 }, { "x": 126, "y": 1 }, { "x": 127, "y": 1 }, { "x": 128, "y": 1 }, { "x": 129, "y": 1 }, { "x": 130, "y": 1 }, { "x": 131, "y": 1 }, { "x": 132, "y": 1 }, { "x": 133, "y": 1 }, { "x": 134, "y": 1 }, { "x": 135, "y": 1 } ] }, { "id": 6, "curve_id": "F8.9", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Single track and non-electrified", "source_type": "Peer-reviewed", "source_abbrev": "Tsubaki et al. (2016)", "source_detail": "Tsubaki, R., Bricker, J. D., Ichii, K., and Kawahara, Y.: Development of fragility curves for railway embankment and ballast scour due to overtopping flood flow, Nat. Hazards Earth Syst. Sci., 16, 2455–2472, https://doi.org/10.5194/nhess-16-2455-2016, 2016.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Balast scour", "source_data_type": "figure_given", "mu": -1.20567095961058, "sigma": 0.12596483115743906, "method": "Curve fitting", "mu_sigma_quality": 0.99976060833297509, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.206, σ=0.126, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Flood overtopping ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E + A)", "geography": "Japan", "hazard_type": "Flooding", "num_points": 51, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.02, "y": 0 }, { "x": 0.04, "y": 0 }, { "x": 0.06, "y": 0 }, { "x": 0.08, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.12, "y": 0 }, { "x": 0.14, "y": 0 }, { "x": 0.16, "y": 0 }, { "x": 0.18, "y": 0.004 }, { "x": 0.2, "y": 0.011 }, { "x": 0.22, "y": 0.022 }, { "x": 0.24, "y": 0.066 }, { "x": 0.26, "y": 0.144 }, { "x": 0.28, "y": 0.285 }, { "x": 0.3, "y": 0.498 }, { "x": 0.32, "y": 0.688 }, { "x": 0.34, "y": 0.854 }, { "x": 0.36, "y": 0.943 }, { "x": 0.38, "y": 0.984 }, { "x": 0.4, "y": 0.999 }, { "x": 0.42, "y": 1 }, { "x": 0.44, "y": 1 }, { "x": 0.46, "y": 1 }, { "x": 0.48, "y": 1 }, { "x": 0.5, "y": 1 }, { "x": 0.52, "y": 1 }, { "x": 0.54, "y": 1 }, { "x": 0.56, "y": 1 }, { "x": 0.58, "y": 1 }, { "x": 0.6, "y": 1 }, { "x": 0.62, "y": 1 }, { "x": 0.64, "y": 1 }, { "x": 0.66, "y": 1 }, { "x": 0.68, "y": 1 }, { "x": 0.7, "y": 1 }, { "x": 0.72, "y": 1 }, { "x": 0.74, "y": 1 }, { "x": 0.76, "y": 1 }, { "x": 0.78, "y": 1 }, { "x": 0.8, "y": 1 }, { "x": 0.82, "y": 1 }, { "x": 0.84, "y": 1 }, { "x": 0.86, "y": 1 }, { "x": 0.88, "y": 1 }, { "x": 0.9, "y": 1 }, { "x": 0.92, "y": 1 }, { "x": 0.94, "y": 1 }, { "x": 0.96, "y": 1 }, { "x": 0.98, "y": 1 }, { "x": 1, "y": 1 } ] }, { "id": 7, "curve_id": "F8.11", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Single track and non-electrified", "source_type": "Peer-reviewed", "source_abbrev": "Tsubaki et al. (2016)", "source_detail": "Tsubaki, R., Bricker, J. D., Ichii, K., and Kawahara, Y.: Development of fragility curves for railway embankment and ballast scour due to overtopping flood flow, Nat. Hazards Earth Syst. Sci., 16, 2455–2472, https://doi.org/10.5194/nhess-16-2455-2016, 2016.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Ballast and embankment scour", "source_data_type": "figure_given", "mu": -1.69003900322852, "sigma": 0.51993917786904909, "method": "Curve fitting", "mu_sigma_quality": 0.99886367967424516, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.690, σ=0.520, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "Flood overtopping ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E + A)", "geography": "Japan", "hazard_type": "Flooding", "num_points": 51, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.02, "y": 0.009 }, { "x": 0.04, "y": 0.018 }, { "x": 0.06, "y": 0.037 }, { "x": 0.08, "y": 0.073 }, { "x": 0.1, "y": 0.144 }, { "x": 0.12, "y": 0.224 }, { "x": 0.14, "y": 0.304 }, { "x": 0.16, "y": 0.387 }, { "x": 0.18, "y": 0.471 }, { "x": 0.2, "y": 0.542 }, { "x": 0.22, "y": 0.608 }, { "x": 0.24, "y": 0.673 }, { "x": 0.26, "y": 0.739 }, { "x": 0.28, "y": 0.785 }, { "x": 0.3, "y": 0.827 }, { "x": 0.32, "y": 0.866 }, { "x": 0.34, "y": 0.891 }, { "x": 0.36, "y": 0.911 }, { "x": 0.38, "y": 0.928 }, { "x": 0.4, "y": 0.941 }, { "x": 0.42, "y": 0.954 }, { "x": 0.44, "y": 0.965 }, { "x": 0.46, "y": 0.973 }, { "x": 0.48, "y": 0.979 }, { "x": 0.5, "y": 0.982 }, { "x": 0.52, "y": 0.986 }, { "x": 0.54, "y": 0.989 }, { "x": 0.56, "y": 0.992 }, { "x": 0.58, "y": 0.994 }, { "x": 0.6, "y": 0.995 }, { "x": 0.62, "y": 0.997 }, { "x": 0.64, "y": 0.999 }, { "x": 0.66, "y": 1 }, { "x": 0.68, "y": 1 }, { "x": 0.7, "y": 1 }, { "x": 0.72, "y": 1 }, { "x": 0.74, "y": 1 }, { "x": 0.76, "y": 1 }, { "x": 0.78, "y": 1 }, { "x": 0.8, "y": 1 }, { "x": 0.82, "y": 1 }, { "x": 0.84, "y": 1 }, { "x": 0.86, "y": 1 }, { "x": 0.88, "y": 1 }, { "x": 0.9, "y": 1 }, { "x": 0.92, "y": 1 }, { "x": 0.94, "y": 1 }, { "x": 0.96, "y": 1 }, { "x": 0.98, "y": 1 }, { "x": 1, "y": 1 } ] }, { "id": 8, "curve_id": "W4.17", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, age 0, class 3", "source_type": "Peer-reviewed", "source_abbrev": "Shafieezadeh et al. (2014)", "source_detail": "Shafieezadeh, A., Onyewuchi, U. P., Begovic, M. M., and Desroches, R.: Age-dependent fragility models of utility wood poles in power distribution networks against extreme wind hazards, IEEE Transactions on Power Delivery, 29, 131–139, https://doi.org/10.1109/TPWRD.2013.2281265, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Breakage of utility pole ", "source_data_type": "figure_given", "mu": 4.4008091997608076, "sigma": 0.20112661811238003, "method": "Curve fitting", "mu_sigma_quality": 0.99939192034002056, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.401, σ=0.201, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 113, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0.003 }, { "x": 45, "y": 0.004 }, { "x": 46, "y": 0.006 }, { "x": 47, "y": 0.007 }, { "x": 48, "y": 0.009 }, { "x": 49, "y": 0.01 }, { "x": 50, "y": 0.011 }, { "x": 51, "y": 0.012 }, { "x": 52, "y": 0.014 }, { "x": 53, "y": 0.018 }, { "x": 54, "y": 0.023 }, { "x": 55, "y": 0.027 }, { "x": 56, "y": 0.032 }, { "x": 57, "y": 0.038 }, { "x": 58, "y": 0.043 }, { "x": 59, "y": 0.049 }, { "x": 60, "y": 0.056 }, { "x": 61, "y": 0.072 }, { "x": 62, "y": 0.088 }, { "x": 63, "y": 0.104 }, { "x": 64, "y": 0.123 }, { "x": 65, "y": 0.14 }, { "x": 66, "y": 0.154 }, { "x": 67, "y": 0.168 }, { "x": 68, "y": 0.185 }, { "x": 69, "y": 0.204 }, { "x": 70, "y": 0.224 }, { "x": 71, "y": 0.244 }, { "x": 72, "y": 0.264 }, { "x": 73, "y": 0.29 }, { "x": 74, "y": 0.316 }, { "x": 75, "y": 0.342 }, { "x": 76, "y": 0.366 }, { "x": 77, "y": 0.39 }, { "x": 78, "y": 0.414 }, { "x": 79, "y": 0.438 }, { "x": 80, "y": 0.462 }, { "x": 81, "y": 0.486 }, { "x": 82, "y": 0.51 }, { "x": 83, "y": 0.534 }, { "x": 84, "y": 0.557 }, { "x": 85, "y": 0.579 }, { "x": 86, "y": 0.602 }, { "x": 87, "y": 0.624 }, { "x": 88, "y": 0.647 }, { "x": 89, "y": 0.669 }, { "x": 90, "y": 0.69 }, { "x": 91, "y": 0.708 }, { "x": 92, "y": 0.725 }, { "x": 93, "y": 0.743 }, { "x": 94, "y": 0.76 }, { "x": 95, "y": 0.774 }, { "x": 96, "y": 0.788 }, { "x": 97, "y": 0.802 }, { "x": 98, "y": 0.816 }, { "x": 99, "y": 0.829 }, { "x": 100, "y": 0.842 }, { "x": 101, "y": 0.854 }, { "x": 102, "y": 0.865 }, { "x": 103, "y": 0.874 }, { "x": 104, "y": 0.883 }, { "x": 105, "y": 0.892 }, { "x": 106, "y": 0.9 }, { "x": 107, "y": 0.907 }, { "x": 108, "y": 0.914 }, { "x": 109, "y": 0.92 }, { "x": 110, "y": 0.927 }, { "x": 111, "y": 1 }, { "x": 112, "y": 1 } ] }, { "id": 9, "curve_id": "W4.18", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, age 25, class 3", "source_type": "Peer-reviewed", "source_abbrev": "Shafieezadeh et al. (2014)", "source_detail": "Shafieezadeh, A., Onyewuchi, U. P., Begovic, M. M., and Desroches, R.: Age-dependent fragility models of utility wood poles in power distribution networks against extreme wind hazards, IEEE Transactions on Power Delivery, 29, 131–139, https://doi.org/10.1109/TPWRD.2013.2281265, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Breakage of utility pole ", "source_data_type": "figure_given", "mu": 4.3887944754248771, "sigma": 0.20765792409757211, "method": "Curve fitting", "mu_sigma_quality": 0.999417026636165, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.389, σ=0.208, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 113, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0.003 }, { "x": 48, "y": 0.006 }, { "x": 49, "y": 0.01 }, { "x": 50, "y": 0.014 }, { "x": 51, "y": 0.017 }, { "x": 52, "y": 0.02 }, { "x": 53, "y": 0.024 }, { "x": 54, "y": 0.028 }, { "x": 55, "y": 0.036 }, { "x": 56, "y": 0.043 }, { "x": 57, "y": 0.051 }, { "x": 58, "y": 0.062 }, { "x": 59, "y": 0.073 }, { "x": 60, "y": 0.081 }, { "x": 61, "y": 0.089 }, { "x": 62, "y": 0.103 }, { "x": 63, "y": 0.119 }, { "x": 64, "y": 0.136 }, { "x": 65, "y": 0.153 }, { "x": 66, "y": 0.17 }, { "x": 67, "y": 0.188 }, { "x": 68, "y": 0.205 }, { "x": 69, "y": 0.226 }, { "x": 70, "y": 0.251 }, { "x": 71, "y": 0.276 }, { "x": 72, "y": 0.3 }, { "x": 73, "y": 0.321 }, { "x": 74, "y": 0.343 }, { "x": 75, "y": 0.364 }, { "x": 76, "y": 0.386 }, { "x": 77, "y": 0.413 }, { "x": 78, "y": 0.439 }, { "x": 79, "y": 0.465 }, { "x": 80, "y": 0.489 }, { "x": 81, "y": 0.51 }, { "x": 82, "y": 0.532 }, { "x": 83, "y": 0.553 }, { "x": 84, "y": 0.575 }, { "x": 85, "y": 0.596 }, { "x": 86, "y": 0.617 }, { "x": 87, "y": 0.638 }, { "x": 88, "y": 0.661 }, { "x": 89, "y": 0.684 }, { "x": 90, "y": 0.708 }, { "x": 91, "y": 0.726 }, { "x": 92, "y": 0.741 }, { "x": 93, "y": 0.756 }, { "x": 94, "y": 0.771 }, { "x": 95, "y": 0.786 }, { "x": 96, "y": 0.8 }, { "x": 97, "y": 0.813 }, { "x": 98, "y": 0.826 }, { "x": 99, "y": 0.838 }, { "x": 100, "y": 0.849 }, { "x": 101, "y": 0.86 }, { "x": 102, "y": 0.871 }, { "x": 103, "y": 0.881 }, { "x": 104, "y": 0.888 }, { "x": 105, "y": 0.895 }, { "x": 106, "y": 0.902 }, { "x": 107, "y": 0.908 }, { "x": 108, "y": 0.913 }, { "x": 109, "y": 0.918 }, { "x": 110, "y": 0.924 }, { "x": 111, "y": 1 }, { "x": 112, "y": 1 } ] }, { "id": 10, "curve_id": "W4.19", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, age 50, class 3", "source_type": "Peer-reviewed", "source_abbrev": "Shafieezadeh et al. (2014)", "source_detail": "Shafieezadeh, A., Onyewuchi, U. P., Begovic, M. M., and Desroches, R.: Age-dependent fragility models of utility wood poles in power distribution networks against extreme wind hazards, IEEE Transactions on Power Delivery, 29, 131–139, https://doi.org/10.1109/TPWRD.2013.2281265, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Breakage of utility pole ", "source_data_type": "figure_given", "mu": 4.3185664760404032, "sigma": 0.24786015819283325, "method": "Curve fitting", "mu_sigma_quality": 0.99946107271743545, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.319, σ=0.248, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 113, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0.002 }, { "x": 40, "y": 0.005 }, { "x": 41, "y": 0.008 }, { "x": 42, "y": 0.012 }, { "x": 43, "y": 0.017 }, { "x": 44, "y": 0.022 }, { "x": 45, "y": 0.027 }, { "x": 46, "y": 0.032 }, { "x": 47, "y": 0.037 }, { "x": 48, "y": 0.043 }, { "x": 49, "y": 0.048 }, { "x": 50, "y": 0.056 }, { "x": 51, "y": 0.065 }, { "x": 52, "y": 0.073 }, { "x": 53, "y": 0.082 }, { "x": 54, "y": 0.092 }, { "x": 55, "y": 0.104 }, { "x": 56, "y": 0.116 }, { "x": 57, "y": 0.127 }, { "x": 58, "y": 0.143 }, { "x": 59, "y": 0.159 }, { "x": 60, "y": 0.176 }, { "x": 61, "y": 0.192 }, { "x": 62, "y": 0.216 }, { "x": 63, "y": 0.24 }, { "x": 64, "y": 0.264 }, { "x": 65, "y": 0.284 }, { "x": 66, "y": 0.303 }, { "x": 67, "y": 0.322 }, { "x": 68, "y": 0.341 }, { "x": 69, "y": 0.365 }, { "x": 70, "y": 0.391 }, { "x": 71, "y": 0.417 }, { "x": 72, "y": 0.443 }, { "x": 73, "y": 0.463 }, { "x": 74, "y": 0.482 }, { "x": 75, "y": 0.502 }, { "x": 76, "y": 0.521 }, { "x": 77, "y": 0.54 }, { "x": 78, "y": 0.559 }, { "x": 79, "y": 0.577 }, { "x": 80, "y": 0.596 }, { "x": 81, "y": 0.616 }, { "x": 82, "y": 0.636 }, { "x": 83, "y": 0.656 }, { "x": 84, "y": 0.674 }, { "x": 85, "y": 0.693 }, { "x": 86, "y": 0.711 }, { "x": 87, "y": 0.727 }, { "x": 88, "y": 0.74 }, { "x": 89, "y": 0.753 }, { "x": 90, "y": 0.765 }, { "x": 91, "y": 0.778 }, { "x": 92, "y": 0.789 }, { "x": 93, "y": 0.799 }, { "x": 94, "y": 0.81 }, { "x": 95, "y": 0.82 }, { "x": 96, "y": 0.832 }, { "x": 97, "y": 0.843 }, { "x": 98, "y": 0.855 }, { "x": 99, "y": 0.866 }, { "x": 100, "y": 0.875 }, { "x": 101, "y": 0.884 }, { "x": 102, "y": 0.892 }, { "x": 103, "y": 0.899 }, { "x": 104, "y": 0.905 }, { "x": 105, "y": 0.911 }, { "x": 106, "y": 0.917 }, { "x": 107, "y": 0.921 }, { "x": 108, "y": 0.924 }, { "x": 109, "y": 0.928 }, { "x": 110, "y": 0.932 }, { "x": 111, "y": 1 }, { "x": 112, "y": 1 } ] }, { "id": 11, "curve_id": "W4.20", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, age 75, class 3", "source_type": "Peer-reviewed", "source_abbrev": "Shafieezadeh et al. (2014)", "source_detail": "Shafieezadeh, A., Onyewuchi, U. P., Begovic, M. M., and Desroches, R.: Age-dependent fragility models of utility wood poles in power distribution networks against extreme wind hazards, IEEE Transactions on Power Delivery, 29, 131–139, https://doi.org/10.1109/TPWRD.2013.2281265, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Breakage of utility pole ", "source_data_type": "figure_given", "mu": 4.0578541288936334, "sigma": 0.40694334213538319, "method": "Curve fitting", "mu_sigma_quality": 0.9997075187571588, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.058, σ=0.407, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 113, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0.01 }, { "x": 17, "y": 0.01 }, { "x": 18, "y": 0.01 }, { "x": 19, "y": 0.01 }, { "x": 20, "y": 0.01 }, { "x": 21, "y": 0.011 }, { "x": 22, "y": 0.012 }, { "x": 23, "y": 0.013 }, { "x": 24, "y": 0.016 }, { "x": 25, "y": 0.02 }, { "x": 26, "y": 0.024 }, { "x": 27, "y": 0.028 }, { "x": 28, "y": 0.036 }, { "x": 29, "y": 0.046 }, { "x": 30, "y": 0.056 }, { "x": 31, "y": 0.067 }, { "x": 32, "y": 0.079 }, { "x": 33, "y": 0.09 }, { "x": 34, "y": 0.102 }, { "x": 35, "y": 0.115 }, { "x": 36, "y": 0.129 }, { "x": 37, "y": 0.143 }, { "x": 38, "y": 0.158 }, { "x": 39, "y": 0.173 }, { "x": 40, "y": 0.188 }, { "x": 41, "y": 0.204 }, { "x": 42, "y": 0.22 }, { "x": 43, "y": 0.235 }, { "x": 44, "y": 0.252 }, { "x": 45, "y": 0.269 }, { "x": 46, "y": 0.285 }, { "x": 47, "y": 0.302 }, { "x": 48, "y": 0.32 }, { "x": 49, "y": 0.337 }, { "x": 50, "y": 0.355 }, { "x": 51, "y": 0.372 }, { "x": 52, "y": 0.39 }, { "x": 53, "y": 0.407 }, { "x": 54, "y": 0.425 }, { "x": 55, "y": 0.446 }, { "x": 56, "y": 0.467 }, { "x": 57, "y": 0.489 }, { "x": 58, "y": 0.507 }, { "x": 59, "y": 0.52 }, { "x": 60, "y": 0.533 }, { "x": 61, "y": 0.546 }, { "x": 62, "y": 0.561 }, { "x": 63, "y": 0.578 }, { "x": 64, "y": 0.595 }, { "x": 65, "y": 0.612 }, { "x": 66, "y": 0.627 }, { "x": 67, "y": 0.64 }, { "x": 68, "y": 0.653 }, { "x": 69, "y": 0.665 }, { "x": 70, "y": 0.679 }, { "x": 71, "y": 0.693 }, { "x": 72, "y": 0.707 }, { "x": 73, "y": 0.72 }, { "x": 74, "y": 0.729 }, { "x": 75, "y": 0.737 }, { "x": 76, "y": 0.746 }, { "x": 77, "y": 0.755 }, { "x": 78, "y": 0.766 }, { "x": 79, "y": 0.777 }, { "x": 80, "y": 0.789 }, { "x": 81, "y": 0.801 }, { "x": 82, "y": 0.808 }, { "x": 83, "y": 0.815 }, { "x": 84, "y": 0.821 }, { "x": 85, "y": 0.828 }, { "x": 86, "y": 0.834 }, { "x": 87, "y": 0.841 }, { "x": 88, "y": 0.847 }, { "x": 89, "y": 0.853 }, { "x": 90, "y": 0.86 }, { "x": 91, "y": 0.867 }, { "x": 92, "y": 0.873 }, { "x": 93, "y": 0.879 }, { "x": 94, "y": 0.884 }, { "x": 95, "y": 0.889 }, { "x": 96, "y": 0.894 }, { "x": 97, "y": 0.899 }, { "x": 98, "y": 0.902 }, { "x": 99, "y": 0.905 }, { "x": 100, "y": 0.908 }, { "x": 101, "y": 0.913 }, { "x": 102, "y": 0.918 }, { "x": 103, "y": 0.923 }, { "x": 104, "y": 0.928 }, { "x": 105, "y": 0.933 }, { "x": 106, "y": 0.936 }, { "x": 107, "y": 0.939 }, { "x": 108, "y": 0.943 }, { "x": 109, "y": 0.946 }, { "x": 110, "y": 0.947 }, { "x": 111, "y": 0.948 }, { "x": 112, "y": 1 } ] }, { "id": 12, "curve_id": "W4.21", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, age 100, class 3", "source_type": "Peer-reviewed", "source_abbrev": "Shafieezadeh et al. (2014)", "source_detail": "Shafieezadeh, A., Onyewuchi, U. P., Begovic, M. M., and Desroches, R.: Age-dependent fragility models of utility wood poles in power distribution networks against extreme wind hazards, IEEE Transactions on Power Delivery, 29, 131–139, https://doi.org/10.1109/TPWRD.2013.2281265, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Breakage of utility pole ", "source_data_type": "figure_given", "mu": 3.5910907315607221, "sigma": 0.58409879180798863, "method": "Curve fitting", "mu_sigma_quality": 0.99977539852443109, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.591, σ=0.584, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 113, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0.007 }, { "x": 9, "y": 0.012 }, { "x": 10, "y": 0.017 }, { "x": 11, "y": 0.022 }, { "x": 12, "y": 0.03 }, { "x": 13, "y": 0.041 }, { "x": 14, "y": 0.052 }, { "x": 15, "y": 0.063 }, { "x": 16, "y": 0.08 }, { "x": 17, "y": 0.097 }, { "x": 18, "y": 0.115 }, { "x": 19, "y": 0.132 }, { "x": 20, "y": 0.156 }, { "x": 21, "y": 0.181 }, { "x": 22, "y": 0.206 }, { "x": 23, "y": 0.229 }, { "x": 24, "y": 0.247 }, { "x": 25, "y": 0.266 }, { "x": 26, "y": 0.284 }, { "x": 27, "y": 0.306 }, { "x": 28, "y": 0.33 }, { "x": 29, "y": 0.354 }, { "x": 30, "y": 0.378 }, { "x": 31, "y": 0.398 }, { "x": 32, "y": 0.418 }, { "x": 33, "y": 0.438 }, { "x": 34, "y": 0.458 }, { "x": 35, "y": 0.475 }, { "x": 36, "y": 0.492 }, { "x": 37, "y": 0.508 }, { "x": 38, "y": 0.525 }, { "x": 39, "y": 0.542 }, { "x": 40, "y": 0.559 }, { "x": 41, "y": 0.575 }, { "x": 42, "y": 0.592 }, { "x": 43, "y": 0.608 }, { "x": 44, "y": 0.623 }, { "x": 45, "y": 0.639 }, { "x": 46, "y": 0.654 }, { "x": 47, "y": 0.668 }, { "x": 48, "y": 0.682 }, { "x": 49, "y": 0.697 }, { "x": 50, "y": 0.71 }, { "x": 51, "y": 0.721 }, { "x": 52, "y": 0.732 }, { "x": 53, "y": 0.743 }, { "x": 54, "y": 0.753 }, { "x": 55, "y": 0.764 }, { "x": 56, "y": 0.773 }, { "x": 57, "y": 0.781 }, { "x": 58, "y": 0.789 }, { "x": 59, "y": 0.796 }, { "x": 60, "y": 0.804 }, { "x": 61, "y": 0.811 }, { "x": 62, "y": 0.817 }, { "x": 63, "y": 0.824 }, { "x": 64, "y": 0.83 }, { "x": 65, "y": 0.836 }, { "x": 66, "y": 0.842 }, { "x": 67, "y": 0.849 }, { "x": 68, "y": 0.855 }, { "x": 69, "y": 0.861 }, { "x": 70, "y": 0.867 }, { "x": 71, "y": 0.874 }, { "x": 72, "y": 0.88 }, { "x": 73, "y": 0.886 }, { "x": 74, "y": 0.892 }, { "x": 75, "y": 0.897 }, { "x": 76, "y": 0.901 }, { "x": 77, "y": 0.905 }, { "x": 78, "y": 0.909 }, { "x": 79, "y": 0.914 }, { "x": 80, "y": 0.917 }, { "x": 81, "y": 0.919 }, { "x": 82, "y": 0.922 }, { "x": 83, "y": 0.924 }, { "x": 84, "y": 0.926 }, { "x": 85, "y": 0.928 }, { "x": 86, "y": 0.931 }, { "x": 87, "y": 0.935 }, { "x": 88, "y": 0.938 }, { "x": 89, "y": 0.942 }, { "x": 90, "y": 0.945 }, { "x": 91, "y": 0.948 }, { "x": 92, "y": 0.949 }, { "x": 93, "y": 0.949 }, { "x": 94, "y": 0.95 }, { "x": 95, "y": 0.95 }, { "x": 96, "y": 0.951 }, { "x": 97, "y": 0.954 }, { "x": 98, "y": 0.956 }, { "x": 99, "y": 0.958 }, { "x": 100, "y": 0.961 }, { "x": 101, "y": 0.963 }, { "x": 102, "y": 0.965 }, { "x": 103, "y": 0.966 }, { "x": 104, "y": 0.968 }, { "x": 105, "y": 0.969 }, { "x": 106, "y": 0.971 }, { "x": 107, "y": 0.972 }, { "x": 108, "y": 0.973 }, { "x": 109, "y": 0.973 }, { "x": 110, "y": 0.974 }, { "x": 111, "y": 1 }, { "x": 112, "y": 1 } ] }, { "id": 13, "curve_id": "W4.22", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, age 0, class 5", "source_type": "Peer-reviewed", "source_abbrev": "Shafieezadeh et al. (2014)", "source_detail": "Shafieezadeh, A., Onyewuchi, U. P., Begovic, M. M., and Desroches, R.: Age-dependent fragility models of utility wood poles in power distribution networks against extreme wind hazards, IEEE Transactions on Power Delivery, 29, 131–139, https://doi.org/10.1109/TPWRD.2013.2281265, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Breakage of utility pole ", "source_data_type": "figure_given", "mu": 4.170428905339878, "sigma": 0.18468752640760464, "method": "Curve fitting", "mu_sigma_quality": 0.99992689554957015, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.170, σ=0.185, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 113, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0.016 }, { "x": 44, "y": 0.02 }, { "x": 45, "y": 0.024 }, { "x": 46, "y": 0.029 }, { "x": 47, "y": 0.039 }, { "x": 48, "y": 0.049 }, { "x": 49, "y": 0.059 }, { "x": 50, "y": 0.079 }, { "x": 51, "y": 0.1 }, { "x": 52, "y": 0.116 }, { "x": 53, "y": 0.134 }, { "x": 54, "y": 0.162 }, { "x": 55, "y": 0.19 }, { "x": 56, "y": 0.216 }, { "x": 57, "y": 0.241 }, { "x": 58, "y": 0.271 }, { "x": 59, "y": 0.304 }, { "x": 60, "y": 0.336 }, { "x": 61, "y": 0.372 }, { "x": 62, "y": 0.41 }, { "x": 63, "y": 0.445 }, { "x": 64, "y": 0.479 }, { "x": 65, "y": 0.514 }, { "x": 66, "y": 0.551 }, { "x": 67, "y": 0.578 }, { "x": 68, "y": 0.605 }, { "x": 69, "y": 0.633 }, { "x": 70, "y": 0.66 }, { "x": 71, "y": 0.691 }, { "x": 72, "y": 0.723 }, { "x": 73, "y": 0.748 }, { "x": 74, "y": 0.77 }, { "x": 75, "y": 0.792 }, { "x": 76, "y": 0.811 }, { "x": 77, "y": 0.829 }, { "x": 78, "y": 0.847 }, { "x": 79, "y": 0.86 }, { "x": 80, "y": 0.871 }, { "x": 81, "y": 0.883 }, { "x": 82, "y": 0.895 }, { "x": 83, "y": 0.908 }, { "x": 84, "y": 0.92 }, { "x": 85, "y": 0.927 }, { "x": 86, "y": 0.932 }, { "x": 87, "y": 0.937 }, { "x": 88, "y": 0.942 }, { "x": 89, "y": 0.947 }, { "x": 90, "y": 0.953 }, { "x": 91, "y": 0.958 }, { "x": 92, "y": 0.963 }, { "x": 93, "y": 0.968 }, { "x": 94, "y": 0.974 }, { "x": 95, "y": 0.979 }, { "x": 96, "y": 0.981 }, { "x": 97, "y": 0.983 }, { "x": 98, "y": 0.986 }, { "x": 99, "y": 0.988 }, { "x": 100, "y": 0.991 }, { "x": 101, "y": 0.994 }, { "x": 102, "y": 0.996 }, { "x": 103, "y": 0.997 }, { "x": 104, "y": 0.997 }, { "x": 105, "y": 0.997 }, { "x": 106, "y": 0.997 }, { "x": 107, "y": 1 }, { "x": 108, "y": 1 }, { "x": 109, "y": 1 }, { "x": 110, "y": 1 }, { "x": 111, "y": 1 }, { "x": 112, "y": 1 } ] }, { "id": 14, "curve_id": "W4.23", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, age 25, class 5", "source_type": "Peer-reviewed", "source_abbrev": "Shafieezadeh et al. (2014)", "source_detail": "Shafieezadeh, A., Onyewuchi, U. P., Begovic, M. M., and Desroches, R.: Age-dependent fragility models of utility wood poles in power distribution networks against extreme wind hazards, IEEE Transactions on Power Delivery, 29, 131–139, https://doi.org/10.1109/TPWRD.2013.2281265, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Breakage of utility pole ", "source_data_type": "figure_given", "mu": 4.1582475727829946, "sigma": 0.19491242326908464, "method": "Curve fitting", "mu_sigma_quality": 0.99994273214167662, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.158, σ=0.195, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 113, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0.003 }, { "x": 39, "y": 0.005 }, { "x": 40, "y": 0.008 }, { "x": 41, "y": 0.01 }, { "x": 42, "y": 0.016 }, { "x": 43, "y": 0.022 }, { "x": 44, "y": 0.029 }, { "x": 45, "y": 0.035 }, { "x": 46, "y": 0.047 }, { "x": 47, "y": 0.061 }, { "x": 48, "y": 0.076 }, { "x": 49, "y": 0.09 }, { "x": 50, "y": 0.109 }, { "x": 51, "y": 0.129 }, { "x": 52, "y": 0.149 }, { "x": 53, "y": 0.17 }, { "x": 54, "y": 0.194 }, { "x": 55, "y": 0.219 }, { "x": 56, "y": 0.243 }, { "x": 57, "y": 0.268 }, { "x": 58, "y": 0.3 }, { "x": 59, "y": 0.333 }, { "x": 60, "y": 0.366 }, { "x": 61, "y": 0.399 }, { "x": 62, "y": 0.432 }, { "x": 63, "y": 0.466 }, { "x": 64, "y": 0.499 }, { "x": 65, "y": 0.533 }, { "x": 66, "y": 0.566 }, { "x": 67, "y": 0.6 }, { "x": 68, "y": 0.632 }, { "x": 69, "y": 0.657 }, { "x": 70, "y": 0.683 }, { "x": 71, "y": 0.708 }, { "x": 72, "y": 0.732 }, { "x": 73, "y": 0.753 }, { "x": 74, "y": 0.773 }, { "x": 75, "y": 0.793 }, { "x": 76, "y": 0.813 }, { "x": 77, "y": 0.83 }, { "x": 78, "y": 0.846 }, { "x": 79, "y": 0.862 }, { "x": 80, "y": 0.876 }, { "x": 81, "y": 0.888 }, { "x": 82, "y": 0.9 }, { "x": 83, "y": 0.912 }, { "x": 84, "y": 0.92 }, { "x": 85, "y": 0.927 }, { "x": 86, "y": 0.932 }, { "x": 87, "y": 0.937 }, { "x": 88, "y": 0.942 }, { "x": 89, "y": 0.947 }, { "x": 90, "y": 0.953 }, { "x": 91, "y": 0.958 }, { "x": 92, "y": 0.963 }, { "x": 93, "y": 0.968 }, { "x": 94, "y": 0.974 }, { "x": 95, "y": 0.979 }, { "x": 96, "y": 0.981 }, { "x": 97, "y": 0.983 }, { "x": 98, "y": 0.986 }, { "x": 99, "y": 0.988 }, { "x": 100, "y": 0.991 }, { "x": 101, "y": 0.994 }, { "x": 102, "y": 0.996 }, { "x": 103, "y": 0.997 }, { "x": 104, "y": 0.997 }, { "x": 105, "y": 0.997 }, { "x": 106, "y": 0.997 }, { "x": 107, "y": 1 }, { "x": 108, "y": 1 }, { "x": 109, "y": 1 }, { "x": 110, "y": 1 }, { "x": 111, "y": 1 }, { "x": 112, "y": 1 } ] }, { "id": 15, "curve_id": "W4.24", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, age 50, class 5", "source_type": "Peer-reviewed", "source_abbrev": "Shafieezadeh et al. (2014)", "source_detail": "Shafieezadeh, A., Onyewuchi, U. P., Begovic, M. M., and Desroches, R.: Age-dependent fragility models of utility wood poles in power distribution networks against extreme wind hazards, IEEE Transactions on Power Delivery, 29, 131–139, https://doi.org/10.1109/TPWRD.2013.2281265, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Breakage of utility pole ", "source_data_type": "figure_given", "mu": 4.088540753356436, "sigma": 0.23841488380678127, "method": "Curve fitting", "mu_sigma_quality": 0.99993497250727781, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.089, σ=0.238, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 113, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0.003 }, { "x": 33, "y": 0.006 }, { "x": 34, "y": 0.008 }, { "x": 35, "y": 0.012 }, { "x": 36, "y": 0.017 }, { "x": 37, "y": 0.023 }, { "x": 38, "y": 0.029 }, { "x": 39, "y": 0.036 }, { "x": 40, "y": 0.049 }, { "x": 41, "y": 0.061 }, { "x": 42, "y": 0.074 }, { "x": 43, "y": 0.089 }, { "x": 44, "y": 0.103 }, { "x": 45, "y": 0.117 }, { "x": 46, "y": 0.133 }, { "x": 47, "y": 0.155 }, { "x": 48, "y": 0.176 }, { "x": 49, "y": 0.197 }, { "x": 50, "y": 0.221 }, { "x": 51, "y": 0.252 }, { "x": 52, "y": 0.283 }, { "x": 53, "y": 0.315 }, { "x": 54, "y": 0.34 }, { "x": 55, "y": 0.366 }, { "x": 56, "y": 0.391 }, { "x": 57, "y": 0.416 }, { "x": 58, "y": 0.448 }, { "x": 59, "y": 0.484 }, { "x": 60, "y": 0.52 }, { "x": 61, "y": 0.551 }, { "x": 62, "y": 0.572 }, { "x": 63, "y": 0.594 }, { "x": 64, "y": 0.615 }, { "x": 65, "y": 0.638 }, { "x": 66, "y": 0.665 }, { "x": 67, "y": 0.691 }, { "x": 68, "y": 0.717 }, { "x": 69, "y": 0.734 }, { "x": 70, "y": 0.75 }, { "x": 71, "y": 0.766 }, { "x": 72, "y": 0.782 }, { "x": 73, "y": 0.798 }, { "x": 74, "y": 0.813 }, { "x": 75, "y": 0.829 }, { "x": 76, "y": 0.844 }, { "x": 77, "y": 0.858 }, { "x": 78, "y": 0.87 }, { "x": 79, "y": 0.882 }, { "x": 80, "y": 0.894 }, { "x": 81, "y": 0.901 }, { "x": 82, "y": 0.909 }, { "x": 83, "y": 0.916 }, { "x": 84, "y": 0.923 }, { "x": 85, "y": 0.928 }, { "x": 86, "y": 0.934 }, { "x": 87, "y": 0.94 }, { "x": 88, "y": 0.944 }, { "x": 89, "y": 0.949 }, { "x": 90, "y": 0.954 }, { "x": 91, "y": 0.958 }, { "x": 92, "y": 0.962 }, { "x": 93, "y": 0.965 }, { "x": 94, "y": 0.969 }, { "x": 95, "y": 0.972 }, { "x": 96, "y": 0.974 }, { "x": 97, "y": 0.976 }, { "x": 98, "y": 0.979 }, { "x": 99, "y": 0.981 }, { "x": 100, "y": 0.982 }, { "x": 101, "y": 0.984 }, { "x": 102, "y": 0.985 }, { "x": 103, "y": 0.987 }, { "x": 104, "y": 0.988 }, { "x": 105, "y": 0.989 }, { "x": 106, "y": 0.992 }, { "x": 107, "y": 0.994 }, { "x": 108, "y": 0.996 }, { "x": 109, "y": 0.999 }, { "x": 110, "y": 1 }, { "x": 111, "y": 1 }, { "x": 112, "y": 1 } ] }, { "id": 16, "curve_id": "W4.25", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, age 75, class 5", "source_type": "Peer-reviewed", "source_abbrev": "Shafieezadeh et al. (2014)", "source_detail": "Shafieezadeh, A., Onyewuchi, U. P., Begovic, M. M., and Desroches, R.: Age-dependent fragility models of utility wood poles in power distribution networks against extreme wind hazards, IEEE Transactions on Power Delivery, 29, 131–139, https://doi.org/10.1109/TPWRD.2013.2281265, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Breakage of utility pole ", "source_data_type": "figure_given", "mu": 3.8092885577969442, "sigma": 0.40378926558335371, "method": "Curve fitting", "mu_sigma_quality": 0.99983520499970391, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.809, σ=0.404, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 113, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0.011 }, { "x": 17, "y": 0.013 }, { "x": 18, "y": 0.014 }, { "x": 19, "y": 0.016 }, { "x": 20, "y": 0.025 }, { "x": 21, "y": 0.034 }, { "x": 22, "y": 0.043 }, { "x": 23, "y": 0.056 }, { "x": 24, "y": 0.068 }, { "x": 25, "y": 0.08 }, { "x": 26, "y": 0.092 }, { "x": 27, "y": 0.11 }, { "x": 28, "y": 0.129 }, { "x": 29, "y": 0.147 }, { "x": 30, "y": 0.166 }, { "x": 31, "y": 0.185 }, { "x": 32, "y": 0.204 }, { "x": 33, "y": 0.222 }, { "x": 34, "y": 0.242 }, { "x": 35, "y": 0.265 }, { "x": 36, "y": 0.288 }, { "x": 37, "y": 0.312 }, { "x": 38, "y": 0.334 }, { "x": 39, "y": 0.354 }, { "x": 40, "y": 0.375 }, { "x": 41, "y": 0.396 }, { "x": 42, "y": 0.419 }, { "x": 43, "y": 0.443 }, { "x": 44, "y": 0.468 }, { "x": 45, "y": 0.493 }, { "x": 46, "y": 0.515 }, { "x": 47, "y": 0.536 }, { "x": 48, "y": 0.557 }, { "x": 49, "y": 0.578 }, { "x": 50, "y": 0.597 }, { "x": 51, "y": 0.616 }, { "x": 52, "y": 0.635 }, { "x": 53, "y": 0.654 }, { "x": 54, "y": 0.671 }, { "x": 55, "y": 0.687 }, { "x": 56, "y": 0.704 }, { "x": 57, "y": 0.719 }, { "x": 58, "y": 0.734 }, { "x": 59, "y": 0.749 }, { "x": 60, "y": 0.763 }, { "x": 61, "y": 0.777 }, { "x": 62, "y": 0.787 }, { "x": 63, "y": 0.797 }, { "x": 64, "y": 0.808 }, { "x": 65, "y": 0.817 }, { "x": 66, "y": 0.826 }, { "x": 67, "y": 0.835 }, { "x": 68, "y": 0.844 }, { "x": 69, "y": 0.853 }, { "x": 70, "y": 0.862 }, { "x": 71, "y": 0.871 }, { "x": 72, "y": 0.879 }, { "x": 73, "y": 0.887 }, { "x": 74, "y": 0.891 }, { "x": 75, "y": 0.896 }, { "x": 76, "y": 0.901 }, { "x": 77, "y": 0.905 }, { "x": 78, "y": 0.911 }, { "x": 79, "y": 0.918 }, { "x": 80, "y": 0.924 }, { "x": 81, "y": 0.931 }, { "x": 82, "y": 0.936 }, { "x": 83, "y": 0.939 }, { "x": 84, "y": 0.943 }, { "x": 85, "y": 0.946 }, { "x": 86, "y": 0.95 }, { "x": 87, "y": 0.953 }, { "x": 88, "y": 0.955 }, { "x": 89, "y": 0.957 }, { "x": 90, "y": 0.958 }, { "x": 91, "y": 0.96 }, { "x": 92, "y": 0.962 }, { "x": 93, "y": 0.963 }, { "x": 94, "y": 0.965 }, { "x": 95, "y": 0.967 }, { "x": 96, "y": 0.969 }, { "x": 97, "y": 0.971 }, { "x": 98, "y": 0.973 }, { "x": 99, "y": 0.975 }, { "x": 100, "y": 0.976 }, { "x": 101, "y": 0.978 }, { "x": 102, "y": 0.98 }, { "x": 103, "y": 0.982 }, { "x": 104, "y": 0.983 }, { "x": 105, "y": 0.985 }, { "x": 106, "y": 0.987 }, { "x": 107, "y": 0.988 }, { "x": 108, "y": 1 }, { "x": 109, "y": 1 }, { "x": 110, "y": 1 }, { "x": 111, "y": 1 }, { "x": 112, "y": 1 } ] }, { "id": 17, "curve_id": "W4.26", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, age 100, class 5", "source_type": "Peer-reviewed", "source_abbrev": "Shafieezadeh et al. (2014)", "source_detail": "Shafieezadeh, A., Onyewuchi, U. P., Begovic, M. M., and Desroches, R.: Age-dependent fragility models of utility wood poles in power distribution networks against extreme wind hazards, IEEE Transactions on Power Delivery, 29, 131–139, https://doi.org/10.1109/TPWRD.2013.2281265, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Breakage of utility pole ", "source_data_type": "figure_given", "mu": 3.3543932946276271, "sigma": 0.58660173797390236, "method": "Curve fitting", "mu_sigma_quality": 0.99987943479534536, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.354, σ=0.587, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 113, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0.001 }, { "x": 5, "y": 0.004 }, { "x": 6, "y": 0.006 }, { "x": 7, "y": 0.009 }, { "x": 8, "y": 0.017 }, { "x": 9, "y": 0.027 }, { "x": 10, "y": 0.038 }, { "x": 11, "y": 0.048 }, { "x": 12, "y": 0.068 }, { "x": 13, "y": 0.09 }, { "x": 14, "y": 0.112 }, { "x": 15, "y": 0.135 }, { "x": 16, "y": 0.162 }, { "x": 17, "y": 0.19 }, { "x": 18, "y": 0.217 }, { "x": 19, "y": 0.244 }, { "x": 20, "y": 0.272 }, { "x": 21, "y": 0.3 }, { "x": 22, "y": 0.328 }, { "x": 23, "y": 0.356 }, { "x": 24, "y": 0.384 }, { "x": 25, "y": 0.412 }, { "x": 26, "y": 0.44 }, { "x": 27, "y": 0.465 }, { "x": 28, "y": 0.485 }, { "x": 29, "y": 0.504 }, { "x": 30, "y": 0.524 }, { "x": 31, "y": 0.544 }, { "x": 32, "y": 0.573 }, { "x": 33, "y": 0.602 }, { "x": 34, "y": 0.62 }, { "x": 35, "y": 0.635 }, { "x": 36, "y": 0.649 }, { "x": 37, "y": 0.664 }, { "x": 38, "y": 0.678 }, { "x": 39, "y": 0.694 }, { "x": 40, "y": 0.709 }, { "x": 41, "y": 0.725 }, { "x": 42, "y": 0.74 }, { "x": 43, "y": 0.755 }, { "x": 44, "y": 0.767 }, { "x": 45, "y": 0.779 }, { "x": 46, "y": 0.792 }, { "x": 47, "y": 0.803 }, { "x": 48, "y": 0.813 }, { "x": 49, "y": 0.823 }, { "x": 50, "y": 0.834 }, { "x": 51, "y": 0.841 }, { "x": 52, "y": 0.848 }, { "x": 53, "y": 0.856 }, { "x": 54, "y": 0.863 }, { "x": 55, "y": 0.87 }, { "x": 56, "y": 0.876 }, { "x": 57, "y": 0.882 }, { "x": 58, "y": 0.887 }, { "x": 59, "y": 0.893 }, { "x": 60, "y": 0.897 }, { "x": 61, "y": 0.901 }, { "x": 62, "y": 0.905 }, { "x": 63, "y": 0.909 }, { "x": 64, "y": 0.912 }, { "x": 65, "y": 0.916 }, { "x": 66, "y": 0.92 }, { "x": 67, "y": 0.924 }, { "x": 68, "y": 0.928 }, { "x": 69, "y": 0.932 }, { "x": 70, "y": 0.936 }, { "x": 71, "y": 0.939 }, { "x": 72, "y": 0.94 }, { "x": 73, "y": 0.942 }, { "x": 74, "y": 0.944 }, { "x": 75, "y": 0.946 }, { "x": 76, "y": 0.947 }, { "x": 77, "y": 0.95 }, { "x": 78, "y": 0.952 }, { "x": 79, "y": 0.955 }, { "x": 80, "y": 0.958 }, { "x": 81, "y": 0.961 }, { "x": 82, "y": 0.963 }, { "x": 83, "y": 0.966 }, { "x": 84, "y": 0.968 }, { "x": 85, "y": 0.971 }, { "x": 86, "y": 0.973 }, { "x": 87, "y": 0.975 }, { "x": 88, "y": 0.978 }, { "x": 89, "y": 0.98 }, { "x": 90, "y": 0.982 }, { "x": 91, "y": 0.982 }, { "x": 92, "y": 0.983 }, { "x": 93, "y": 0.983 }, { "x": 94, "y": 0.983 }, { "x": 95, "y": 0.984 }, { "x": 96, "y": 0.984 }, { "x": 97, "y": 0.984 }, { "x": 98, "y": 0.985 }, { "x": 99, "y": 0.985 }, { "x": 100, "y": 0.986 }, { "x": 101, "y": 0.987 }, { "x": 102, "y": 0.987 }, { "x": 103, "y": 0.988 }, { "x": 104, "y": 0.988 }, { "x": 105, "y": 0.989 }, { "x": 106, "y": 0.99 }, { "x": 107, "y": 0.991 }, { "x": 108, "y": 0.992 }, { "x": 109, "y": 0.993 }, { "x": 110, "y": 0.995 }, { "x": 111, "y": 1 }, { "x": 112, "y": 1 } ] }, { "id": 18, "curve_id": "E3.1", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "High-rise power transmission power tower", "ci_detail": "Overall height 122m; nominal height 110m; distance between two feet is 20.24m; square tower's cross section, total mass is 1.3x10^5 kg; thin-walled steel tubing for horizontal members and diagonal braces; and angle steel top connecting member", "source_type": "Peer-reviewed", "source_abbrev": "Zheng et al. (2017)", "source_detail": "Zheng, H.-D., Fan, J., and Long, X.-H.: Analysis of the seismic collapse of a high-rise power transmission tower structure, Journal of Constructional Steel Research, 134, 180–193, https://doi.org/10.1016/j.jcsr.2017.03.005, 2017.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 0.48918644861721566, "sigma": 0.28000000024987515, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.489, σ=0.280, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 3E-14 }, { "x": 0.25, "y": 1.055E-11 }, { "x": 0.3, "y": 7.3785E-10 }, { "x": 0.35, "y": 1.937464E-08 }, { "x": 0.4, "y": 2.5894801E-07 }, { "x": 0.45, "y": 2.12355983E-06 }, { "x": 0.5, "y": 1.207393225E-05 }, { "x": 0.55, "y": 5.175217772E-05 }, { "x": 0.6, "y": 0.00017749046379 }, { "x": 0.65, "y": 0.00050881825725 }, { "x": 0.7, "y": 0.00125998330313 }, { "x": 0.75, "y": 0.0027640730827 }, { "x": 0.8, "y": 0.00547899399729 }, { "x": 0.85, "y": 0.00996882395103 }, { "x": 0.9, "y": 0.01686092650898 }, { "x": 0.95, "y": 0.02678577988509 }, { "x": 1, "y": 0.04031047715611 }, { "x": 1.05, "y": 0.05787748697252 }, { "x": 1.1, "y": 0.07975804045281 }, { "x": 1.15, "y": 0.10602566105555 }, { "x": 1.2, "y": 0.13655119411004 }, { "x": 1.25, "y": 0.17101720607018 }, { "x": 1.3, "y": 0.20894732057485 }, { "x": 1.35, "y": 0.24974502366229 }, { "x": 1.4, "y": 0.29273650408606 }, { "x": 1.45, "y": 0.33721286422842 }, { "x": 1.5, "y": 0.38246819626298 }, { "x": 1.55, "y": 0.42783127810795 }, { "x": 1.6, "y": 0.472689802366 }, { "x": 1.65, "y": 0.5165069940401 }, { "x": 1.7, "y": 0.55883115595383 }, { "x": 1.75, "y": 0.59929911113931 }, { "x": 1.8, "y": 0.63763472513549 }, { "x": 1.85, "y": 0.67364373730914 }, { "x": 1.9, "y": 0.70720605960523 }, { "x": 1.95, "y": 0.73826655876307 }, { "x": 2, "y": 0.76682516047778 }, { "x": 2.05, "y": 0.79292692818635 }, { "x": 2.1, "y": 0.8166525932299 }, { "x": 2.15, "y": 0.83810985784754 }, { "x": 2.2, "y": 0.85742566291222 }, { "x": 2.25, "y": 0.87473950964103 }, { "x": 2.3, "y": 0.89019784722441 }, { "x": 2.35, "y": 0.90394948345235 }, { "x": 2.4, "y": 0.91614193933019 }, { "x": 2.45, "y": 0.92691864761043 }, { "x": 2.5, "y": 0.93641688559281 }, { "x": 2.55, "y": 0.94476633135308 }, { "x": 2.6, "y": 0.95208813715222 }, { "x": 2.65, "y": 0.95849442206016 }, { "x": 2.7, "y": 0.96408809618995 }, { "x": 2.75, "y": 0.96896294018274 }, { "x": 2.8, "y": 0.97320387486439 }, { "x": 2.85, "y": 0.97688736674214 }, { "x": 2.9, "y": 0.98008192487639 }, { "x": 2.95, "y": 0.98284865345895 }, { "x": 3, "y": 0.9852418320864 }, { "x": 3.05, "y": 0.98730950224526 }, { "x": 3.1, "y": 0.98909404398815 }, { "x": 3.15, "y": 0.99063273127088 }, { "x": 3.2, "y": 0.99195825804853 }, { "x": 3.25, "y": 0.99309923010981 }, { "x": 3.3, "y": 0.9940806198722 }, { "x": 3.35, "y": 0.99492418307209 }, { "x": 3.4, "y": 0.9956488375563 }, { "x": 3.45, "y": 0.99627100529818 }, { "x": 3.5, "y": 0.99680491939418 }, { "x": 3.55, "y": 0.99726289820549 }, { "x": 3.6, "y": 0.99765558904639 }, { "x": 3.65, "y": 0.99799218392626 }, { "x": 3.7, "y": 0.99828060986134 }, { "x": 3.75, "y": 0.99852769621161 }, { "x": 3.8, "y": 0.99873932138959 }, { "x": 3.85, "y": 0.99892054114772 }, { "x": 3.9, "y": 0.9990757004927 }, { "x": 3.94999999999999, "y": 0.99920853110829 }, { "x": 3.99999999999999, "y": 0.99932223599879 } ] }, { "id": 19, "curve_id": "E3.2", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Double circuit linear transmission power tower", "ci_detail": "Overall height 21m; square tower's cross section, density is 7.8x10^3 kg/m^3; used for 110 kV transmission lines; composed of equilateral angle steel; damping factor 5; yield strength material is 235 MPa. ", "source_type": "Peer-reviewed", "source_abbrev": "Long et al. (2018)", "source_detail": "Long, X., Wang, W., and Fan, J.: Collapse Analysis of Transmission Tower Subjected to Earthquake Ground Motion, Modelling and Simulation in Engineering, 2018, 20, https://doi.org/10.1155/2018/2687561, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 0.39761925490502231, "sigma": 0.31000000147554319, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.398, σ=0.310, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 7E-14 }, { "x": 0.2, "y": 4.76E-11 }, { "x": 0.25, "y": 4.34339E-09 }, { "x": 0.3, "y": 1.1930631E-07 }, { "x": 0.35, "y": 1.51212662E-06 }, { "x": 0.4, "y": 1.125495271E-05 }, { "x": 0.45, "y": 5.704859289E-05 }, { "x": 0.5, "y": 0.00021691399056 }, { "x": 0.55, "y": 0.00066102634518 }, { "x": 0.6, "y": 0.00169226278528 }, { "x": 0.65, "y": 0.00376705545944 }, { "x": 0.7, "y": 0.00748286923094 }, { "x": 0.75, "y": 0.01353006100226 }, { "x": 0.8, "y": 0.02261760472072 }, { "x": 0.85, "y": 0.03538914136455 }, { "x": 0.9, "y": 0.05234652031878 }, { "x": 0.95, "y": 0.07379384392826 }, { "x": 1, "y": 0.09980863133144 }, { "x": 1.05, "y": 0.13024046834949 }, { "x": 1.1, "y": 0.16473287053675 }, { "x": 1.15, "y": 0.2027615477252 }, { "x": 1.2, "y": 0.24368162201148 }, { "x": 1.25, "y": 0.28677707818802 }, { "x": 1.3, "y": 0.33130721171039 }, { "x": 1.35, "y": 0.37654657532936 }, { "x": 1.4, "y": 0.42181656008322 }, { "x": 1.45, "y": 0.46650808424875 }, { "x": 1.5, "y": 0.51009583337737 }, { "x": 1.55, "y": 0.5521451062631 }, { "x": 1.6, "y": 0.59231263141814 }, { "x": 1.65, "y": 0.63034279971619 }, { "x": 1.7, "y": 0.66606068427956 }, { "x": 1.75, "y": 0.69936305132397 }, { "x": 1.8, "y": 0.73020835447189 }, { "x": 1.85, "y": 0.75860648478975 }, { "x": 1.9, "y": 0.78460884190985 }, { "x": 1.95, "y": 0.80829911066899 }, { "x": 2, "y": 0.82978497816811 }, { "x": 2.05, "y": 0.84919090863356 }, { "x": 2.1, "y": 0.86665200558503 }, { "x": 2.15, "y": 0.88230892866794 }, { "x": 2.2, "y": 0.89630379158019 }, { "x": 2.25, "y": 0.90877694333351 }, { "x": 2.3, "y": 0.91986452355608 }, { "x": 2.35, "y": 0.92969668015314 }, { "x": 2.4, "y": 0.93839634151536 }, { "x": 2.45, "y": 0.94607844332491 }, { "x": 2.5, "y": 0.95284952012702 }, { "x": 2.55, "y": 0.95880758294563 }, { "x": 2.6, "y": 0.96404221543638 }, { "x": 2.65, "y": 0.96863483180171 }, { "x": 2.7, "y": 0.97265904957891 }, { "x": 2.75, "y": 0.97618113925893 }, { "x": 2.8, "y": 0.979260520428 }, { "x": 2.85, "y": 0.9819502807527 }, { "x": 2.9, "y": 0.98429769971075 }, { "x": 2.95, "y": 0.98634476359543 }, { "x": 3, "y": 0.98812866209634 }, { "x": 3.05, "y": 0.98968225979257 }, { "x": 3.1, "y": 0.99103453829408 }, { "x": 3.15, "y": 0.99221100663372 }, { "x": 3.2, "y": 0.99323407893562 }, { "x": 3.25, "y": 0.99412341944761 }, { "x": 3.3, "y": 0.99489625579411 }, { "x": 3.35, "y": 0.99556766184159 }, { "x": 3.4, "y": 0.99615081192153 }, { "x": 3.45, "y": 0.99665720836617 }, { "x": 3.5, "y": 0.99709688441525 }, { "x": 3.55, "y": 0.9974785845741 }, { "x": 3.6, "y": 0.99780992446757 }, { "x": 3.65, "y": 0.99809753215682 }, { "x": 3.7, "y": 0.99834717278162 }, { "x": 3.75, "y": 0.99856385826946 }, { "x": 3.8, "y": 0.9987519437221 }, { "x": 3.85, "y": 0.99891521195689 }, { "x": 3.9, "y": 0.99905694754792 }, { "x": 3.94999999999999, "y": 0.99918000158415 }, { "x": 3.99999999999999, "y": 0.99928684824004 } ] }, { "id": 20, "curve_id": "W10.1", "sector": "Telecommunications", "ci_type": "Communication tower", "ci_desc": "Communication tower", "ci_detail": "50 m high typical standard latticed tripole tower; structural steel; 4 platforms, each carrying six sets of antennas; 5 m high lighning rod on top; lattice structure", "source_type": "Peer-reviewed", "source_abbrev": "Gao & Wang (2018)", "source_detail": "Gao, S. and Wang, S.: Progressive Collapse Analysis of Latticed Telecommunication Towers under Wind Loads, Advances in Civil Engineering, 2018, https://doi.org/10.1155/2018/3293506, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": -0.0725706955433722, "sigma": 0.28000001573502853, "method": "Curve fitting", "mu_sigma_quality": 0.99999999999999978, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.073, σ=0.280, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Nominal wind load", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 13, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.25, "y": 1.35359407E-06 }, { "x": 0.5, "y": 0.01333395539444 }, { "x": 0.75, "y": 0.22116787341137 }, { "x": 1, "y": 0.60225222260713 }, { "x": 1.25, "y": 0.85454382840405 }, { "x": 1.5, "y": 0.95611412693155 }, { "x": 1.75, "y": 0.98802121069098 }, { "x": 2, "y": 0.9968782058443 }, { "x": 2.25, "y": 0.99919850018237 }, { "x": 2.5, "y": 0.99979351061314 }, { "x": 2.75, "y": 0.99994603620274 }, { "x": 3, "y": 0.9999856027354 } ] }, { "id": 21, "curve_id": "W10.2", "sector": "Telecommunications", "ci_type": "Communication tower", "ci_desc": "Lattice structure", "ci_detail": "50 m high typical standard latticed angle tower; structural steel; 4 platforms, each carrying six sets of antennas; 5 m high lighning rod on top; lattice structure", "source_type": "Peer-reviewed", "source_abbrev": "Gao & Wang (2018)", "source_detail": "Gao, S. and Wang, S.: Progressive Collapse Analysis of Latticed Telecommunication Towers under Wind Loads, Advances in Civil Engineering, 2018, https://doi.org/10.1155/2018/3293506, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 0.52768274024571371, "sigma": 0.17000000682971025, "method": "Curve fitting", "mu_sigma_quality": 0.99999999999999989, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.528, σ=0.170, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Nominal wind load", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 13, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.5, "y": 3.5E-13 }, { "x": 0.75, "y": 8.0826261E-07 }, { "x": 1, "y": 0.00095456463615 }, { "x": 1.25, "y": 0.03661400344662 }, { "x": 1.5, "y": 0.23609287232024 }, { "x": 1.75, "y": 0.57449953055143 }, { "x": 2, "y": 0.83480291537302 }, { "x": 2.25, "y": 0.95215938597174 }, { "x": 2.5, "y": 0.98887080422539 }, { "x": 2.75, "y": 0.99779040128538 }, { "x": 3, "y": 0.9996080375096 } ] }, { "id": 22, "curve_id": "W10.3", "sector": "Telecommunications", "ci_type": "Communication tower", "ci_desc": "Lattice structure", "ci_detail": "Steel; 48 meters high; according to European standard for structures in coastal areas (i.e., within 10 kms from coastline); carrying four microwave dish antennas; lightning rod 3 meters (so 51 meters in total); square cross sections; lattice structure", "source_type": "Peer-reviewed", "source_abbrev": "Bilionis & Vamvatsikos (2019)", "source_detail": "Bilionis, D. V. and Vamvatsikos, D.: Wind performance assesment of telecommunication towers: A case study in Greece, in: COMPDYN Proceedings, 5741–5755, https://doi.org/10.7712/120119.7342.19629, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.3101558083266034, "sigma": 0.11562328960922211, "method": "Curve fitting", "mu_sigma_quality": 0.99996792868894435, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.310, σ=0.116, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Wind speed at top of structure", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Greece", "hazard_type": "Wind", "num_points": 52, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0.004 }, { "x": 21, "y": 0.009 }, { "x": 22, "y": 0.031 }, { "x": 23, "y": 0.066 }, { "x": 24, "y": 0.134 }, { "x": 25, "y": 0.217 }, { "x": 26, "y": 0.314 }, { "x": 27, "y": 0.45 }, { "x": 28, "y": 0.581 }, { "x": 29, "y": 0.688 }, { "x": 30, "y": 0.785 }, { "x": 31, "y": 0.864 }, { "x": 32, "y": 0.908 }, { "x": 33, "y": 0.948 }, { "x": 34, "y": 0.967 }, { "x": 35, "y": 0.98 }, { "x": 36, "y": 0.988 }, { "x": 37, "y": 0.992 }, { "x": 38, "y": 0.995 }, { "x": 39, "y": 0.996 }, { "x": 40, "y": 0.998 }, { "x": 41, "y": 0.999 }, { "x": 42, "y": 1 }, { "x": 43, "y": 1 }, { "x": 44, "y": 1 }, { "x": 45, "y": 1 }, { "x": 46, "y": 1 }, { "x": 47, "y": 1 }, { "x": 48, "y": 1 }, { "x": 49, "y": 1 }, { "x": 50, "y": 1 }, { "x": 51, "y": 1 } ] }, { "id": 23, "curve_id": "W10.4", "sector": "Telecommunications", "ci_type": "Communication tower", "ci_desc": "Lattice structure", "ci_detail": "Steel; angle tower; height of 53 meter, 7-m ligthning rod, 60 m in total; two platforms (45 m and 50 m), wind attack angle of 0 degrees; lattice structure", "source_type": "Peer-reviewed", "source_abbrev": "Tian et al. (2020)", "source_detail": "Tian, L., Zhang, X., and Fu, X.: Collapse Simulations of Communication Tower Subjected to Wind Loads Using Dynamic Explicit Method, Journal of Performance of Constructed Facilities, 34, 1–12, https://doi.org/10.1061/(asce)cf.1943-5509.0001434, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.8607297110405954, "sigma": 0.0285000000000098, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.861, σ=0.029, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Wind speed at top of structure", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 59, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 2.29E-12 }, { "x": 40, "y": 8.2064E-10 }, { "x": 41, "y": 1.2123516E-07 }, { "x": 42, "y": 7.87610988E-06 }, { "x": 43, "y": 0.00023947006561 }, { "x": 44, "y": 0.0036198039449 }, { "x": 45, "y": 0.02890766862596 }, { "x": 46, "y": 0.13010270260751 }, { "x": 47, "y": 0.35520627379202 }, { "x": 48, "y": 0.64334489621727 }, { "x": 49, "y": 0.86234107058088 }, { "x": 50, "y": 0.964051101193 }, { "x": 51, "y": 0.99369492936555 }, { "x": 52, "y": 0.99925321529718 }, { "x": 53, "y": 0.99993954847667 }, { "x": 54, "y": 0.99999660475755 }, { "x": 55, "y": 0.99999986551202 }, { "x": 56, "y": 0.9999999961799 }, { "x": 57, "y": 0.9999999999209 }, { "x": 58, "y": 0.99999999999879 } ] }, { "id": 24, "curve_id": "W10.5", "sector": "Telecommunications", "ci_type": "Communication tower", "ci_desc": "Lattice structure", "ci_detail": "Steel; angle tower; height of 53 meter, 7-m ligthning rod, 60 m in total; two platforms (45 m and 50 m), wind attack angle of 10 degrees; lattice structure", "source_type": "Peer-reviewed", "source_abbrev": "Tian et al. (2020)", "source_detail": "Tian, L., Zhang, X., and Fu, X.: Collapse Simulations of Communication Tower Subjected to Wind Loads Using Dynamic Explicit Method, Journal of Performance of Constructed Facilities, 34, 1–12, https://doi.org/10.1061/(asce)cf.1943-5509.0001434, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.983413001514819, "sigma": 0.0250999999999999, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.983, σ=0.025, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Wind speed at top of structure", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 59, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 9.5E-13 }, { "x": 46, "y": 3.4975E-10 }, { "x": 47, "y": 5.499985E-08 }, { "x": 48, "y": 3.90007353E-06 }, { "x": 49, "y": 0.00013157434172 }, { "x": 50, "y": 0.00222599419549 }, { "x": 51, "y": 0.01992629012164 }, { "x": 52, "y": 0.09998364929866 }, { "x": 53, "y": 0.30057324630907 }, { "x": 54, "y": 0.58782514814958 }, { "x": 55, "y": 0.82970379100569 }, { "x": 56, "y": 0.95262573925976 }, { "x": 57, "y": 0.99124989814038 }, { "x": 58, "y": 0.9989258462035 } ] }, { "id": 25, "curve_id": "W10.6", "sector": "Telecommunications", "ci_type": "Communication tower", "ci_desc": "Lattice structure", "ci_detail": "Steel; angle tower; height of 53 meter, 7-m ligthning rod, 60 m in total; two platforms (45 m and 50 m), wind attack angle of 20 degrees; lattice structure", "source_type": "Peer-reviewed", "source_abbrev": "Tian et al. (2020)", "source_detail": "Tian, L., Zhang, X., and Fu, X.: Collapse Simulations of Communication Tower Subjected to Wind Loads Using Dynamic Explicit Method, Journal of Performance of Constructed Facilities, 34, 1–12, https://doi.org/10.1061/(asce)cf.1943-5509.0001434, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 4.0018637093958471, "sigma": 0.0180000028346157, "method": "Curve fitting", "mu_sigma_quality": 0.99999999999999889, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.002, σ=0.018, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Wind speed at top of structure", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 59, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 1.9E-13 }, { "x": 49, "y": 4.8728E-10 }, { "x": 50, "y": 3.0010397E-07 }, { "x": 51, "y": 4.991508974E-05 }, { "x": 52, "y": 0.00246002884024 }, { "x": 53, "y": 0.03971622515481 }, { "x": 54, "y": 0.23713869704365 }, { "x": 55, "y": 0.61938263466325 }, { "x": 56, "y": 0.90403448054634 }, { "x": 57, "y": 0.98893699438672 }, { "x": 58, "y": 0.99943185044642 } ] }, { "id": 26, "curve_id": "W10.7", "sector": "Telecommunications", "ci_type": "Communication tower", "ci_desc": "Lattice structure", "ci_detail": "Steel; angle tower; height of 53 meter, 7-m ligthning rod, 60 m in total; two platforms (45 m and 50 m), wind attack angle of 30 degrees; lattice structure", "source_type": "Peer-reviewed", "source_abbrev": "Tian et al. (2020)", "source_detail": "Tian, L., Zhang, X., and Fu, X.: Collapse Simulations of Communication Tower Subjected to Wind Loads Using Dynamic Explicit Method, Journal of Performance of Constructed Facilities, 34, 1–12, https://doi.org/10.1061/(asce)cf.1943-5509.0001434, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.9239515762934194, "sigma": 0.032000000000024495, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.924, σ=0.032, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Wind speed at top of structure", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 59, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 1E-13 }, { "x": 41, "y": 2.443E-11 }, { "x": 42, "y": 2.91939E-09 }, { "x": 43, "y": 1.8286327E-07 }, { "x": 44, "y": 6.28209424E-06 }, { "x": 45, "y": 0.0001235321524 }, { "x": 46, "y": 0.00144858399253 }, { "x": 47, "y": 0.01054486600309 }, { "x": 48, "y": 0.04962965158536 }, { "x": 49, "y": 0.1576646189579 }, { "x": 50, "y": 0.35466062036878 }, { "x": 51, "y": 0.59718375684793 }, { "x": 52, "y": 0.80313691962594 }, { "x": 53, "y": 0.92621042601712 }, { "x": 54, "y": 0.97893656677078 }, { "x": 55, "y": 0.99541533276045 }, { "x": 56, "y": 0.99923452931862 }, { "x": 57, "y": 0.99990112176687 }, { "x": 58, "y": 0.9999900208737 } ] }, { "id": 27, "curve_id": "W10.8", "sector": "Telecommunications", "ci_type": "Communication tower", "ci_desc": "Lattice structure", "ci_detail": "Steel; angle tower; height of 53 meter, 7-m ligthning rod, 60 m in total; two platforms (45 m and 50 m), wind attack angle of 40 degrees; lattice structure", "source_type": "Peer-reviewed", "source_abbrev": "Tian et al. (2020)", "source_detail": "Tian, L., Zhang, X., and Fu, X.: Collapse Simulations of Communication Tower Subjected to Wind Loads Using Dynamic Explicit Method, Journal of Performance of Constructed Facilities, 34, 1–12, https://doi.org/10.1061/(asce)cf.1943-5509.0001434, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.8897773964485376, "sigma": 0.032000002086247537, "method": "Curve fitting", "mu_sigma_quality": 0.99999999999999989, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.890, σ=0.032, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Wind speed at top of structure", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 59, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 7.8E-13 }, { "x": 40, "y": 1.7141E-10 }, { "x": 41, "y": 1.831057E-08 }, { "x": 42, "y": 1.00027833E-06 }, { "x": 43, "y": 2.934211543E-05 }, { "x": 44, "y": 0.00048408330288 }, { "x": 45, "y": 0.00469743249115 }, { "x": 46, "y": 0.02803443321084 }, { "x": 47, "y": 0.10777812995636 }, { "x": 48, "y": 0.28078468183645 }, { "x": 49, "y": 0.52545145520481 }, { "x": 50, "y": 0.75652726883057 }, { "x": 51, "y": 0.90557814008754 }, { "x": 52, "y": 0.97262295970619 }, { "x": 53, "y": 0.9940665652465 }, { "x": 54, "y": 0.9990330754625 }, { "x": 55, "y": 0.99988043010431 }, { "x": 56, "y": 0.99998865838922 }, { "x": 57, "y": 0.99999916529714 }, { "x": 58, "y": 0.99999995177823 } ] }, { "id": 28, "curve_id": "W10.9", "sector": "Telecommunications", "ci_type": "Communication tower", "ci_desc": "Lattice structure", "ci_detail": "Steel; angle tower; height of 53 meter, 7-m ligthning rod, 60 m in total; two platforms (45 m and 50 m), wind attack angle of 45 degrees; lattice structure", "source_type": "Peer-reviewed", "source_abbrev": "Tian et al. (2020)", "source_detail": "Tian, L., Zhang, X., and Fu, X.: Collapse Simulations of Communication Tower Subjected to Wind Loads Using Dynamic Explicit Method, Journal of Performance of Constructed Facilities, 34, 1–12, https://doi.org/10.1061/(asce)cf.1943-5509.0001434, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.8753590210544493, "sigma": 0.0330000003330578, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.875, σ=0.033, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Wind speed at top of structure", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 59, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 2.9E-13 }, { "x": 39, "y": 6.899E-11 }, { "x": 40, "y": 7.98068E-09 }, { "x": 41, "y": 4.7279798E-07 }, { "x": 42, "y": 1.506998829E-05 }, { "x": 43, "y": 0.00027072956622 }, { "x": 44, "y": 0.00286619505291 }, { "x": 45, "y": 0.01868434307384 }, { "x": 46, "y": 0.07843378919027 }, { "x": 47, "y": 0.22243886415775 }, { "x": 48, "y": 0.44986584056897 }, { "x": 49, "y": 0.69104921874119 }, { "x": 50, "y": 0.86672224510527 }, { "x": 51, "y": 0.95646954448825 }, { "x": 52, "y": 0.98926274740212 }, { "x": 53, "y": 0.99799105858388 }, { "x": 54, "y": 0.99971254449236 }, { "x": 55, "y": 0.99996822381776 }, { "x": 56, "y": 0.99999725626649 }, { "x": 57, "y": 0.99999981284903 }, { "x": 58, "y": 0.99999998980185 } ] }, { "id": 29, "curve_id": "W3.46", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "500 kV, wind attack angle of 0 degrees", "source_type": "Peer-reviewed", "source_abbrev": "Fu et al. (2019)", "source_detail": "Fu, X., Li, H.-N., Tian, L., Wang, J., and Cheng, H.: Fragility Analysis of Transmission Line Subjected to Wind Loading, J. Perform. Constr. Facil., 33, 04019044, https://doi.org/10.1061/(ASCE)CF.1943-5509.0001311, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 4.4302135876355448, "sigma": 0.020719183010712267, "method": "Curve fitting", "mu_sigma_quality": 0.99952589009704584, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.430, σ=0.021, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 91, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0 }, { "x": 51, "y": 0 }, { "x": 52, "y": 0 }, { "x": 53, "y": 0 }, { "x": 54, "y": 0 }, { "x": 55, "y": 0 }, { "x": 56, "y": 0 }, { "x": 57, "y": 0 }, { "x": 58, "y": 0 }, { "x": 59, "y": 0 }, { "x": 60, "y": 0 }, { "x": 61, "y": 0 }, { "x": 62, "y": 0 }, { "x": 63, "y": 0 }, { "x": 64, "y": 0 }, { "x": 65, "y": 0 }, { "x": 66, "y": 0 }, { "x": 67, "y": 0 }, { "x": 68, "y": 0 }, { "x": 69, "y": 0 }, { "x": 70, "y": 0 }, { "x": 71, "y": 0 }, { "x": 72, "y": 0 }, { "x": 73, "y": 0 }, { "x": 74, "y": 0 }, { "x": 75, "y": 0 }, { "x": 76, "y": 0 }, { "x": 77, "y": 0 }, { "x": 78, "y": 0.003 }, { "x": 79, "y": 0.01 }, { "x": 80, "y": 0.024 }, { "x": 81, "y": 0.058 }, { "x": 82, "y": 0.144 }, { "x": 83, "y": 0.257 }, { "x": 84, "y": 0.53 }, { "x": 85, "y": 0.72 }, { "x": 86, "y": 0.885 }, { "x": 87, "y": 0.955 }, { "x": 88, "y": 0.993 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 } ] }, { "id": 30, "curve_id": "W3.47", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "500 kV, wind attack angle of 22.5 degrees", "source_type": "Peer-reviewed", "source_abbrev": "Fu et al. (2019)", "source_detail": "Fu, X., Li, H.-N., Tian, L., Wang, J., and Cheng, H.: Fragility Analysis of Transmission Line Subjected to Wind Loading, J. Perform. Constr. Facil., 33, 04019044, https://doi.org/10.1061/(ASCE)CF.1943-5509.0001311, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 4.0075283113329823, "sigma": 0.023354968963013947, "method": "Curve fitting", "mu_sigma_quality": 0.9999278741531189, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.008, σ=0.023, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 91, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0.005 }, { "x": 51, "y": 0.005 }, { "x": 52, "y": 0.01 }, { "x": 53, "y": 0.047 }, { "x": 54, "y": 0.206 }, { "x": 55, "y": 0.519 }, { "x": 56, "y": 0.752 }, { "x": 57, "y": 0.949 }, { "x": 58, "y": 0.991 }, { "x": 59, "y": 1 }, { "x": 60, "y": 1 }, { "x": 61, "y": 1 }, { "x": 62, "y": 1 }, { "x": 63, "y": 1 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 }, { "x": 86, "y": 1 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 } ] }, { "id": 31, "curve_id": "W3.48", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "500 kV, wind attack angle of 45 degrees", "source_type": "Peer-reviewed", "source_abbrev": "Fu et al. (2019)", "source_detail": "Fu, X., Li, H.-N., Tian, L., Wang, J., and Cheng, H.: Fragility Analysis of Transmission Line Subjected to Wind Loading, J. Perform. Constr. Facil., 33, 04019044, https://doi.org/10.1061/(ASCE)CF.1943-5509.0001311, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.8578643155269727, "sigma": 0.037693171265828204, "method": "Curve fitting", "mu_sigma_quality": 0.99995903665660113, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.858, σ=0.038, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 91, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0.01 }, { "x": 43, "y": 0.019 }, { "x": 44, "y": 0.037 }, { "x": 45, "y": 0.081 }, { "x": 46, "y": 0.226 }, { "x": 47, "y": 0.415 }, { "x": 48, "y": 0.635 }, { "x": 49, "y": 0.809 }, { "x": 50, "y": 0.941 }, { "x": 51, "y": 0.98 }, { "x": 52, "y": 0.996 }, { "x": 53, "y": 1 }, { "x": 54, "y": 1 }, { "x": 55, "y": 1 }, { "x": 56, "y": 1 }, { "x": 57, "y": 1 }, { "x": 58, "y": 1 }, { "x": 59, "y": 1 }, { "x": 60, "y": 1 }, { "x": 61, "y": 1 }, { "x": 62, "y": 1 }, { "x": 63, "y": 1 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 }, { "x": 86, "y": 1 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 } ] }, { "id": 32, "curve_id": "W3.49", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "500 kV, wind attack angle of 67.5 degrees", "source_type": "Peer-reviewed", "source_abbrev": "Fu et al. (2019)", "source_detail": "Fu, X., Li, H.-N., Tian, L., Wang, J., and Cheng, H.: Fragility Analysis of Transmission Line Subjected to Wind Loading, J. Perform. Constr. Facil., 33, 04019044, https://doi.org/10.1061/(ASCE)CF.1943-5509.0001311, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.435399005754638, "sigma": 0.0551401906227859, "method": "Curve fitting", "mu_sigma_quality": 0.99985637951050887, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.435, σ=0.055, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 91, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0.003 }, { "x": 26, "y": 0.013 }, { "x": 27, "y": 0.026 }, { "x": 28, "y": 0.049 }, { "x": 29, "y": 0.093 }, { "x": 30, "y": 0.279 }, { "x": 31, "y": 0.491 }, { "x": 32, "y": 0.682 }, { "x": 33, "y": 0.893 }, { "x": 34, "y": 0.953 }, { "x": 35, "y": 0.988 }, { "x": 36, "y": 1 }, { "x": 37, "y": 1 }, { "x": 38, "y": 1 }, { "x": 39, "y": 1 }, { "x": 40, "y": 1 }, { "x": 41, "y": 1 }, { "x": 42, "y": 1 }, { "x": 43, "y": 1 }, { "x": 44, "y": 1 }, { "x": 45, "y": 1 }, { "x": 46, "y": 1 }, { "x": 47, "y": 1 }, { "x": 48, "y": 1 }, { "x": 49, "y": 1 }, { "x": 50, "y": 1 }, { "x": 51, "y": 1 }, { "x": 52, "y": 1 }, { "x": 53, "y": 1 }, { "x": 54, "y": 1 }, { "x": 55, "y": 1 }, { "x": 56, "y": 1 }, { "x": 57, "y": 1 }, { "x": 58, "y": 1 }, { "x": 59, "y": 1 }, { "x": 60, "y": 1 }, { "x": 61, "y": 1 }, { "x": 62, "y": 1 }, { "x": 63, "y": 1 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 }, { "x": 86, "y": 1 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 } ] }, { "id": 33, "curve_id": "W3.50", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "500 kV, wind attack angle of 90 degrees", "source_type": "Peer-reviewed", "source_abbrev": "Fu et al. (2019)", "source_detail": "Fu, X., Li, H.-N., Tian, L., Wang, J., and Cheng, H.: Fragility Analysis of Transmission Line Subjected to Wind Loading, J. Perform. Constr. Facil., 33, 04019044, https://doi.org/10.1061/(ASCE)CF.1943-5509.0001311, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 2.5249279954174653, "sigma": 0.010522943491321173, "method": "Curve fitting", "mu_sigma_quality": 0.999999999019461, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.525, σ=0.011, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 91, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 1 }, { "x": 14, "y": 1 }, { "x": 15, "y": 1 }, { "x": 16, "y": 1 }, { "x": 17, "y": 1 }, { "x": 18, "y": 1 }, { "x": 19, "y": 1 }, { "x": 20, "y": 1 }, { "x": 21, "y": 1 }, { "x": 22, "y": 1 }, { "x": 23, "y": 1 }, { "x": 24, "y": 1 }, { "x": 25, "y": 1 }, { "x": 26, "y": 1 }, { "x": 27, "y": 1 }, { "x": 28, "y": 1 }, { "x": 29, "y": 1 }, { "x": 30, "y": 1 }, { "x": 31, "y": 1 }, { "x": 32, "y": 1 }, { "x": 33, "y": 1 }, { "x": 34, "y": 1 }, { "x": 35, "y": 1 }, { "x": 36, "y": 1 }, { "x": 37, "y": 1 }, { "x": 38, "y": 1 }, { "x": 39, "y": 1 }, { "x": 40, "y": 1 }, { "x": 41, "y": 1 }, { "x": 42, "y": 1 }, { "x": 43, "y": 1 }, { "x": 44, "y": 1 }, { "x": 45, "y": 1 }, { "x": 46, "y": 1 }, { "x": 47, "y": 1 }, { "x": 48, "y": 1 }, { "x": 49, "y": 1 }, { "x": 50, "y": 1 }, { "x": 51, "y": 1 }, { "x": 52, "y": 1 }, { "x": 53, "y": 1 }, { "x": 54, "y": 1 }, { "x": 55, "y": 1 }, { "x": 56, "y": 1 }, { "x": 57, "y": 1 }, { "x": 58, "y": 1 }, { "x": 59, "y": 1 }, { "x": 60, "y": 1 }, { "x": 61, "y": 1 }, { "x": 62, "y": 1 }, { "x": 63, "y": 1 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 }, { "x": 86, "y": 1 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 } ] }, { "id": 34, "curve_id": "W4.1", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern Pine pole; Design class 1; age 0; Typical timber, consists of a solid pole, three conductors one neutral wire and one communication wire. Height of 13.7m. ", "source_type": "Peer-reviewed", "source_abbrev": "Bjarnadottir et al. (2013)", "source_detail": "Bjarnadottir, S., Li, Y., and Stewart, M. G.: Hurricane Risk Assessment of Power Distribution Poles Considering Impacts of a Changing Climate, J. Infrastruct. Syst., 19, 12–24, https://doi.org/10.1061/(ASCE)IS.1943-555X.0000108, 2013.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.9474435206493972, "sigma": 0.14492977531552584, "method": "Curve fitting", "mu_sigma_quality": 0.99996431458653567, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.947, σ=0.145, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 98, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0.0007 }, { "x": 33, "y": 0.0016 }, { "x": 34, "y": 0.0026 }, { "x": 35, "y": 0.0038 }, { "x": 36, "y": 0.0052 }, { "x": 37, "y": 0.0088 }, { "x": 38, "y": 0.0168 }, { "x": 39, "y": 0.0267 }, { "x": 40, "y": 0.0383 }, { "x": 41, "y": 0.0532 }, { "x": 42, "y": 0.0715 }, { "x": 43, "y": 0.0961 }, { "x": 44, "y": 0.1267 }, { "x": 45, "y": 0.1663 }, { "x": 46, "y": 0.2101 }, { "x": 47, "y": 0.2529 }, { "x": 48, "y": 0.297 }, { "x": 49, "y": 0.3449 }, { "x": 50, "y": 0.401 }, { "x": 51, "y": 0.4623 }, { "x": 52, "y": 0.5183 }, { "x": 53, "y": 0.5689 }, { "x": 54, "y": 0.6164 }, { "x": 55, "y": 0.6603 }, { "x": 56, "y": 0.7006 }, { "x": 57, "y": 0.7379 }, { "x": 58, "y": 0.773 }, { "x": 59, "y": 0.8073 }, { "x": 60, "y": 0.842 }, { "x": 61, "y": 0.8738 }, { "x": 62, "y": 0.8986 }, { "x": 63, "y": 0.9164 }, { "x": 64, "y": 0.9309 }, { "x": 65, "y": 0.9433 }, { "x": 66, "y": 0.9549 }, { "x": 67, "y": 0.9651 }, { "x": 68, "y": 0.9721 }, { "x": 69, "y": 0.9766 }, { "x": 70, "y": 0.98 }, { "x": 71, "y": 0.983 }, { "x": 72, "y": 0.9861 }, { "x": 73, "y": 0.9892 }, { "x": 74, "y": 0.9919 }, { "x": 75, "y": 0.9941 }, { "x": 76, "y": 0.9953 }, { "x": 77, "y": 0.9957 }, { "x": 78, "y": 0.9959 }, { "x": 79, "y": 0.9961 }, { "x": 80, "y": 0.9963 }, { "x": 81, "y": 0.9965 }, { "x": 82, "y": 0.9966 }, { "x": 83, "y": 0.9968 }, { "x": 84, "y": 0.9969 }, { "x": 85, "y": 0.9971 }, { "x": 86, "y": 0.9972 }, { "x": 87, "y": 0.9973 }, { "x": 88, "y": 0.9974 }, { "x": 89, "y": 0.9974 }, { "x": 90, "y": 0.9975 }, { "x": 91, "y": 0.9976 }, { "x": 92, "y": 0.9976 }, { "x": 93, "y": 0.9976 }, { "x": 94, "y": 0.9977 }, { "x": 95, "y": 0.9977 }, { "x": 96, "y": 0.9977 }, { "x": 97, "y": 0.9977 } ] }, { "id": 35, "curve_id": "W4.10", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern Pine pole; Design class 3; age 10; Typical timber, consists of a solid pole, three conductors one neutral wire and one communication wire. Height of 13.7m. ", "source_type": "Peer-reviewed", "source_abbrev": "Bjarnadottir et al. (2013)", "source_detail": "Bjarnadottir, S., Li, Y., and Stewart, M. G.: Hurricane Risk Assessment of Power Distribution Poles Considering Impacts of a Changing Climate, J. Infrastruct. Syst., 19, 12–24, https://doi.org/10.1061/(ASCE)IS.1943-555X.0000108, 2013.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.9113782811902258, "sigma": 0.14597768085080126, "method": "Curve fitting", "mu_sigma_quality": 0.9999476057434088, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.911, σ=0.146, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 98, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0.0005 }, { "x": 31, "y": 0.0017 }, { "x": 32, "y": 0.0033 }, { "x": 33, "y": 0.0052 }, { "x": 34, "y": 0.0075 }, { "x": 35, "y": 0.0101 }, { "x": 36, "y": 0.0131 }, { "x": 37, "y": 0.0179 }, { "x": 38, "y": 0.0285 }, { "x": 39, "y": 0.043 }, { "x": 40, "y": 0.0668 }, { "x": 41, "y": 0.0959 }, { "x": 42, "y": 0.1227 }, { "x": 43, "y": 0.1513 }, { "x": 44, "y": 0.1876 }, { "x": 45, "y": 0.2336 }, { "x": 46, "y": 0.2822 }, { "x": 47, "y": 0.333 }, { "x": 48, "y": 0.386 }, { "x": 49, "y": 0.4412 }, { "x": 50, "y": 0.5007 }, { "x": 51, "y": 0.5609 }, { "x": 52, "y": 0.6171 }, { "x": 53, "y": 0.6649 }, { "x": 54, "y": 0.7052 }, { "x": 55, "y": 0.7426 }, { "x": 56, "y": 0.7817 }, { "x": 57, "y": 0.8215 }, { "x": 58, "y": 0.8475 }, { "x": 59, "y": 0.8687 }, { "x": 60, "y": 0.8888 }, { "x": 61, "y": 0.9072 }, { "x": 62, "y": 0.9244 }, { "x": 63, "y": 0.941 }, { "x": 64, "y": 0.9596 }, { "x": 65, "y": 0.9728 }, { "x": 66, "y": 0.9767 }, { "x": 67, "y": 0.9794 }, { "x": 68, "y": 0.9813 }, { "x": 69, "y": 0.9829 }, { "x": 70, "y": 0.9846 }, { "x": 71, "y": 0.9867 }, { "x": 72, "y": 0.9889 }, { "x": 73, "y": 0.9911 }, { "x": 74, "y": 0.993 }, { "x": 75, "y": 0.9945 }, { "x": 76, "y": 0.9954 }, { "x": 77, "y": 0.9957 }, { "x": 78, "y": 0.9959 }, { "x": 79, "y": 0.9961 }, { "x": 80, "y": 0.9963 }, { "x": 81, "y": 0.9964 }, { "x": 82, "y": 0.9966 }, { "x": 83, "y": 0.9968 }, { "x": 84, "y": 0.9969 }, { "x": 85, "y": 0.997 }, { "x": 86, "y": 0.9971 }, { "x": 87, "y": 0.9973 }, { "x": 88, "y": 0.9973 }, { "x": 89, "y": 0.9974 }, { "x": 90, "y": 0.9975 }, { "x": 91, "y": 0.9976 }, { "x": 92, "y": 0.9976 }, { "x": 93, "y": 0.9976 }, { "x": 94, "y": 0.9977 }, { "x": 95, "y": 0.9977 }, { "x": 96, "y": 0.9977 }, { "x": 97, "y": 0.9977 } ] }, { "id": 36, "curve_id": "W4.11", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern Pine pole; Design class 3; age 30; Typical timber, consists of a solid pole, three conductors one neutral wire and one communication wire. Height of 13.7m. ", "source_type": "Peer-reviewed", "source_abbrev": "Bjarnadottir et al. (2013)", "source_detail": "Bjarnadottir, S., Li, Y., and Stewart, M. G.: Hurricane Risk Assessment of Power Distribution Poles Considering Impacts of a Changing Climate, J. Infrastruct. Syst., 19, 12–24, https://doi.org/10.1061/(ASCE)IS.1943-555X.0000108, 2013.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.74207160587523, "sigma": 0.21563528322299583, "method": "Curve fitting", "mu_sigma_quality": 0.99992060560600449, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.742, σ=0.216, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 98, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0.0006 }, { "x": 21, "y": 0.0013 }, { "x": 22, "y": 0.0022 }, { "x": 23, "y": 0.0033 }, { "x": 24, "y": 0.0045 }, { "x": 25, "y": 0.0061 }, { "x": 26, "y": 0.0115 }, { "x": 27, "y": 0.0207 }, { "x": 28, "y": 0.0326 }, { "x": 29, "y": 0.0458 }, { "x": 30, "y": 0.0617 }, { "x": 31, "y": 0.0835 }, { "x": 32, "y": 0.1073 }, { "x": 33, "y": 0.1319 }, { "x": 34, "y": 0.1599 }, { "x": 35, "y": 0.1938 }, { "x": 36, "y": 0.2324 }, { "x": 37, "y": 0.275 }, { "x": 38, "y": 0.3203 }, { "x": 39, "y": 0.3637 }, { "x": 40, "y": 0.4022 }, { "x": 41, "y": 0.4391 }, { "x": 42, "y": 0.4793 }, { "x": 43, "y": 0.5262 }, { "x": 44, "y": 0.575 }, { "x": 45, "y": 0.6193 }, { "x": 46, "y": 0.6554 }, { "x": 47, "y": 0.6878 }, { "x": 48, "y": 0.7194 }, { "x": 49, "y": 0.7498 }, { "x": 50, "y": 0.7789 }, { "x": 51, "y": 0.8068 }, { "x": 52, "y": 0.8341 }, { "x": 53, "y": 0.8584 }, { "x": 54, "y": 0.8778 }, { "x": 55, "y": 0.8952 }, { "x": 56, "y": 0.9106 }, { "x": 57, "y": 0.9241 }, { "x": 58, "y": 0.936 }, { "x": 59, "y": 0.9473 }, { "x": 60, "y": 0.9577 }, { "x": 61, "y": 0.9664 }, { "x": 62, "y": 0.9726 }, { "x": 63, "y": 0.9764 }, { "x": 64, "y": 0.9798 }, { "x": 65, "y": 0.9826 }, { "x": 66, "y": 0.9851 }, { "x": 67, "y": 0.9872 }, { "x": 68, "y": 0.9889 }, { "x": 69, "y": 0.9903 }, { "x": 70, "y": 0.9914 }, { "x": 71, "y": 0.9923 }, { "x": 72, "y": 0.9932 }, { "x": 73, "y": 0.9939 }, { "x": 74, "y": 0.9946 }, { "x": 75, "y": 0.9951 }, { "x": 76, "y": 0.9954 }, { "x": 77, "y": 0.9956 }, { "x": 78, "y": 0.9958 }, { "x": 79, "y": 0.996 }, { "x": 80, "y": 0.9962 }, { "x": 81, "y": 0.9964 }, { "x": 82, "y": 0.9965 }, { "x": 83, "y": 0.9967 }, { "x": 84, "y": 0.9968 }, { "x": 85, "y": 0.997 }, { "x": 86, "y": 0.9971 }, { "x": 87, "y": 0.9972 }, { "x": 88, "y": 0.9973 }, { "x": 89, "y": 0.9974 }, { "x": 90, "y": 0.9974 }, { "x": 91, "y": 0.9975 }, { "x": 92, "y": 0.9976 }, { "x": 93, "y": 0.9976 }, { "x": 94, "y": 0.9977 }, { "x": 95, "y": 0.9977 }, { "x": 96, "y": 0.9977 }, { "x": 97, "y": 0.9977 } ] }, { "id": 37, "curve_id": "W4.12", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern Pine pole; Design class 3; age 50; Typical timber, consists of a solid pole, three conductors one neutral wire and one communication wire. ", "source_type": "Peer-reviewed", "source_abbrev": "Bjarnadottir et al. (2013)", "source_detail": "Bjarnadottir, S., Li, Y., and Stewart, M. G.: Hurricane Risk Assessment of Power Distribution Poles Considering Impacts of a Changing Climate, J. Infrastruct. Syst., 19, 12–24, https://doi.org/10.1061/(ASCE)IS.1943-555X.0000108, 2013.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.5256634201189194, "sigma": 0.33178626088076935, "method": "Curve fitting", "mu_sigma_quality": 0.99993813786634977, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.526, σ=0.332, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 98, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0.0007 }, { "x": 12, "y": 0.0015 }, { "x": 13, "y": 0.0025 }, { "x": 14, "y": 0.0039 }, { "x": 15, "y": 0.0083 }, { "x": 16, "y": 0.0148 }, { "x": 17, "y": 0.0219 }, { "x": 18, "y": 0.0304 }, { "x": 19, "y": 0.0409 }, { "x": 20, "y": 0.0539 }, { "x": 21, "y": 0.0724 }, { "x": 22, "y": 0.0993 }, { "x": 23, "y": 0.1264 }, { "x": 24, "y": 0.1538 }, { "x": 25, "y": 0.1828 }, { "x": 26, "y": 0.2135 }, { "x": 27, "y": 0.2457 }, { "x": 28, "y": 0.2791 }, { "x": 29, "y": 0.3137 }, { "x": 30, "y": 0.3499 }, { "x": 31, "y": 0.3872 }, { "x": 32, "y": 0.4253 }, { "x": 33, "y": 0.4656 }, { "x": 34, "y": 0.5049 }, { "x": 35, "y": 0.5393 }, { "x": 36, "y": 0.5692 }, { "x": 37, "y": 0.5968 }, { "x": 38, "y": 0.6239 }, { "x": 39, "y": 0.6522 }, { "x": 40, "y": 0.6836 }, { "x": 41, "y": 0.7152 }, { "x": 42, "y": 0.7425 }, { "x": 43, "y": 0.763 }, { "x": 44, "y": 0.7799 }, { "x": 45, "y": 0.7963 }, { "x": 46, "y": 0.8146 }, { "x": 47, "y": 0.8342 }, { "x": 48, "y": 0.8528 }, { "x": 49, "y": 0.8686 }, { "x": 50, "y": 0.8826 }, { "x": 51, "y": 0.8951 }, { "x": 52, "y": 0.9054 }, { "x": 53, "y": 0.9137 }, { "x": 54, "y": 0.9209 }, { "x": 55, "y": 0.9274 }, { "x": 56, "y": 0.9334 }, { "x": 57, "y": 0.9393 }, { "x": 58, "y": 0.9451 }, { "x": 59, "y": 0.9508 }, { "x": 60, "y": 0.9562 }, { "x": 61, "y": 0.9612 }, { "x": 62, "y": 0.9656 }, { "x": 63, "y": 0.9698 }, { "x": 64, "y": 0.974 }, { "x": 65, "y": 0.9781 }, { "x": 66, "y": 0.9818 }, { "x": 67, "y": 0.9852 }, { "x": 68, "y": 0.988 }, { "x": 69, "y": 0.9901 }, { "x": 70, "y": 0.9914 }, { "x": 71, "y": 0.9924 }, { "x": 72, "y": 0.9933 }, { "x": 73, "y": 0.994 }, { "x": 74, "y": 0.9946 }, { "x": 75, "y": 0.9951 }, { "x": 76, "y": 0.9954 }, { "x": 77, "y": 0.9956 }, { "x": 78, "y": 0.9958 }, { "x": 79, "y": 0.996 }, { "x": 80, "y": 0.9962 }, { "x": 81, "y": 0.9964 }, { "x": 82, "y": 0.9965 }, { "x": 83, "y": 0.9967 }, { "x": 84, "y": 0.9968 }, { "x": 85, "y": 0.997 }, { "x": 86, "y": 0.9971 }, { "x": 87, "y": 0.9972 }, { "x": 88, "y": 0.9973 }, { "x": 89, "y": 0.9974 }, { "x": 90, "y": 0.9974 }, { "x": 91, "y": 0.9975 }, { "x": 92, "y": 0.9976 }, { "x": 93, "y": 0.9976 }, { "x": 94, "y": 0.9977 }, { "x": 95, "y": 0.9977 }, { "x": 96, "y": 0.9977 }, { "x": 97, "y": 0.9977 } ] }, { "id": 38, "curve_id": "W4.13", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern Pine pole; Design class 4; age 0; Typical timber, consists of a solid pole, three conductors one neutral wire and one communication wire. Height of 13.7m. ", "source_type": "Peer-reviewed", "source_abbrev": "Bjarnadottir et al. (2013)", "source_detail": "Bjarnadottir, S., Li, Y., and Stewart, M. G.: Hurricane Risk Assessment of Power Distribution Poles Considering Impacts of a Changing Climate, J. Infrastruct. Syst., 19, 12–24, https://doi.org/10.1061/(ASCE)IS.1943-555X.0000108, 2013.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.9474435206493972, "sigma": 0.14492977531552584, "method": "Curve fitting", "mu_sigma_quality": 0.99996431458653567, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.947, σ=0.145, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 98, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0.0007 }, { "x": 33, "y": 0.0016 }, { "x": 34, "y": 0.0026 }, { "x": 35, "y": 0.0038 }, { "x": 36, "y": 0.0052 }, { "x": 37, "y": 0.0088 }, { "x": 38, "y": 0.0168 }, { "x": 39, "y": 0.0267 }, { "x": 40, "y": 0.0383 }, { "x": 41, "y": 0.0532 }, { "x": 42, "y": 0.0715 }, { "x": 43, "y": 0.0961 }, { "x": 44, "y": 0.1267 }, { "x": 45, "y": 0.1663 }, { "x": 46, "y": 0.2101 }, { "x": 47, "y": 0.2529 }, { "x": 48, "y": 0.297 }, { "x": 49, "y": 0.3449 }, { "x": 50, "y": 0.401 }, { "x": 51, "y": 0.4623 }, { "x": 52, "y": 0.5183 }, { "x": 53, "y": 0.5689 }, { "x": 54, "y": 0.6164 }, { "x": 55, "y": 0.6603 }, { "x": 56, "y": 0.7006 }, { "x": 57, "y": 0.7379 }, { "x": 58, "y": 0.773 }, { "x": 59, "y": 0.8073 }, { "x": 60, "y": 0.842 }, { "x": 61, "y": 0.8738 }, { "x": 62, "y": 0.8986 }, { "x": 63, "y": 0.9164 }, { "x": 64, "y": 0.9309 }, { "x": 65, "y": 0.9433 }, { "x": 66, "y": 0.9549 }, { "x": 67, "y": 0.9651 }, { "x": 68, "y": 0.9721 }, { "x": 69, "y": 0.9766 }, { "x": 70, "y": 0.98 }, { "x": 71, "y": 0.983 }, { "x": 72, "y": 0.9861 }, { "x": 73, "y": 0.9892 }, { "x": 74, "y": 0.9919 }, { "x": 75, "y": 0.9941 }, { "x": 76, "y": 0.9953 }, { "x": 77, "y": 0.9957 }, { "x": 78, "y": 0.9959 }, { "x": 79, "y": 0.9961 }, { "x": 80, "y": 0.9963 }, { "x": 81, "y": 0.9965 }, { "x": 82, "y": 0.9966 }, { "x": 83, "y": 0.9968 }, { "x": 84, "y": 0.9969 }, { "x": 85, "y": 0.9971 }, { "x": 86, "y": 0.9972 }, { "x": 87, "y": 0.9973 }, { "x": 88, "y": 0.9974 }, { "x": 89, "y": 0.9974 }, { "x": 90, "y": 0.9975 }, { "x": 91, "y": 0.9976 }, { "x": 92, "y": 0.9976 }, { "x": 93, "y": 0.9976 }, { "x": 94, "y": 0.9977 }, { "x": 95, "y": 0.9977 }, { "x": 96, "y": 0.9977 }, { "x": 97, "y": 0.9977 } ] }, { "id": 39, "curve_id": "W4.14", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern Pine pole; Design class 4; age 10; Typical timber, consists of a solid pole, three conductors one neutral wire and one communication wire. Height of 13.7m. ", "source_type": "Peer-reviewed", "source_abbrev": "Bjarnadottir et al. (2013)", "source_detail": "Bjarnadottir, S., Li, Y., and Stewart, M. G.: Hurricane Risk Assessment of Power Distribution Poles Considering Impacts of a Changing Climate, J. Infrastruct. Syst., 19, 12–24, https://doi.org/10.1061/(ASCE)IS.1943-555X.0000108, 2013.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.9113782811902258, "sigma": 0.14597768085080126, "method": "Curve fitting", "mu_sigma_quality": 0.9999476057434088, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.911, σ=0.146, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 98, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0.0005 }, { "x": 31, "y": 0.0017 }, { "x": 32, "y": 0.0033 }, { "x": 33, "y": 0.0052 }, { "x": 34, "y": 0.0075 }, { "x": 35, "y": 0.0101 }, { "x": 36, "y": 0.0131 }, { "x": 37, "y": 0.0179 }, { "x": 38, "y": 0.0285 }, { "x": 39, "y": 0.043 }, { "x": 40, "y": 0.0668 }, { "x": 41, "y": 0.0959 }, { "x": 42, "y": 0.1227 }, { "x": 43, "y": 0.1513 }, { "x": 44, "y": 0.1876 }, { "x": 45, "y": 0.2336 }, { "x": 46, "y": 0.2822 }, { "x": 47, "y": 0.333 }, { "x": 48, "y": 0.386 }, { "x": 49, "y": 0.4412 }, { "x": 50, "y": 0.5007 }, { "x": 51, "y": 0.5609 }, { "x": 52, "y": 0.6171 }, { "x": 53, "y": 0.6649 }, { "x": 54, "y": 0.7052 }, { "x": 55, "y": 0.7426 }, { "x": 56, "y": 0.7817 }, { "x": 57, "y": 0.8215 }, { "x": 58, "y": 0.8475 }, { "x": 59, "y": 0.8687 }, { "x": 60, "y": 0.8888 }, { "x": 61, "y": 0.9072 }, { "x": 62, "y": 0.9244 }, { "x": 63, "y": 0.941 }, { "x": 64, "y": 0.9596 }, { "x": 65, "y": 0.9728 }, { "x": 66, "y": 0.9767 }, { "x": 67, "y": 0.9794 }, { "x": 68, "y": 0.9813 }, { "x": 69, "y": 0.9829 }, { "x": 70, "y": 0.9846 }, { "x": 71, "y": 0.9867 }, { "x": 72, "y": 0.9889 }, { "x": 73, "y": 0.9911 }, { "x": 74, "y": 0.993 }, { "x": 75, "y": 0.9945 }, { "x": 76, "y": 0.9954 }, { "x": 77, "y": 0.9957 }, { "x": 78, "y": 0.9959 }, { "x": 79, "y": 0.9961 }, { "x": 80, "y": 0.9963 }, { "x": 81, "y": 0.9964 }, { "x": 82, "y": 0.9966 }, { "x": 83, "y": 0.9968 }, { "x": 84, "y": 0.9969 }, { "x": 85, "y": 0.997 }, { "x": 86, "y": 0.9971 }, { "x": 87, "y": 0.9973 }, { "x": 88, "y": 0.9973 }, { "x": 89, "y": 0.9974 }, { "x": 90, "y": 0.9975 }, { "x": 91, "y": 0.9976 }, { "x": 92, "y": 0.9976 }, { "x": 93, "y": 0.9976 }, { "x": 94, "y": 0.9977 }, { "x": 95, "y": 0.9977 }, { "x": 96, "y": 0.9977 }, { "x": 97, "y": 0.9977 } ] }, { "id": 40, "curve_id": "W4.15", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern Pine pole; Design class 4; age 30; Typical timber, consists of a solid pole, three conductors one neutral wire and one communication wire. Height of 13.7m. ", "source_type": "Peer-reviewed", "source_abbrev": "Bjarnadottir et al. (2013)", "source_detail": "Bjarnadottir, S., Li, Y., and Stewart, M. G.: Hurricane Risk Assessment of Power Distribution Poles Considering Impacts of a Changing Climate, J. Infrastruct. Syst., 19, 12–24, https://doi.org/10.1061/(ASCE)IS.1943-555X.0000108, 2013.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.74207160587523, "sigma": 0.21563528322299583, "method": "Curve fitting", "mu_sigma_quality": 0.99992060560600449, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.742, σ=0.216, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 98, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0.0006 }, { "x": 21, "y": 0.0013 }, { "x": 22, "y": 0.0022 }, { "x": 23, "y": 0.0033 }, { "x": 24, "y": 0.0045 }, { "x": 25, "y": 0.0061 }, { "x": 26, "y": 0.0115 }, { "x": 27, "y": 0.0207 }, { "x": 28, "y": 0.0326 }, { "x": 29, "y": 0.0458 }, { "x": 30, "y": 0.0617 }, { "x": 31, "y": 0.0835 }, { "x": 32, "y": 0.1073 }, { "x": 33, "y": 0.1319 }, { "x": 34, "y": 0.1599 }, { "x": 35, "y": 0.1938 }, { "x": 36, "y": 0.2324 }, { "x": 37, "y": 0.275 }, { "x": 38, "y": 0.3203 }, { "x": 39, "y": 0.3637 }, { "x": 40, "y": 0.4022 }, { "x": 41, "y": 0.4391 }, { "x": 42, "y": 0.4793 }, { "x": 43, "y": 0.5262 }, { "x": 44, "y": 0.575 }, { "x": 45, "y": 0.6193 }, { "x": 46, "y": 0.6554 }, { "x": 47, "y": 0.6878 }, { "x": 48, "y": 0.7194 }, { "x": 49, "y": 0.7498 }, { "x": 50, "y": 0.7789 }, { "x": 51, "y": 0.8068 }, { "x": 52, "y": 0.8341 }, { "x": 53, "y": 0.8584 }, { "x": 54, "y": 0.8778 }, { "x": 55, "y": 0.8952 }, { "x": 56, "y": 0.9106 }, { "x": 57, "y": 0.9241 }, { "x": 58, "y": 0.936 }, { "x": 59, "y": 0.9473 }, { "x": 60, "y": 0.9577 }, { "x": 61, "y": 0.9664 }, { "x": 62, "y": 0.9726 }, { "x": 63, "y": 0.9764 }, { "x": 64, "y": 0.9798 }, { "x": 65, "y": 0.9826 }, { "x": 66, "y": 0.9851 }, { "x": 67, "y": 0.9872 }, { "x": 68, "y": 0.9889 }, { "x": 69, "y": 0.9903 }, { "x": 70, "y": 0.9914 }, { "x": 71, "y": 0.9923 }, { "x": 72, "y": 0.9932 }, { "x": 73, "y": 0.9939 }, { "x": 74, "y": 0.9946 }, { "x": 75, "y": 0.9951 }, { "x": 76, "y": 0.9954 }, { "x": 77, "y": 0.9956 }, { "x": 78, "y": 0.9958 }, { "x": 79, "y": 0.996 }, { "x": 80, "y": 0.9962 }, { "x": 81, "y": 0.9964 }, { "x": 82, "y": 0.9965 }, { "x": 83, "y": 0.9967 }, { "x": 84, "y": 0.9968 }, { "x": 85, "y": 0.997 }, { "x": 86, "y": 0.9971 }, { "x": 87, "y": 0.9972 }, { "x": 88, "y": 0.9973 }, { "x": 89, "y": 0.9974 }, { "x": 90, "y": 0.9974 }, { "x": 91, "y": 0.9975 }, { "x": 92, "y": 0.9976 }, { "x": 93, "y": 0.9976 }, { "x": 94, "y": 0.9977 }, { "x": 95, "y": 0.9977 }, { "x": 96, "y": 0.9977 }, { "x": 97, "y": 0.9977 } ] }, { "id": 41, "curve_id": "W4.16", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern Pine pole; Design class 4; age 50; Typical timber, consists of a solid pole, three conductors one neutral wire and one communication wire. Height of 13.7m. ", "source_type": "Peer-reviewed", "source_abbrev": "Bjarnadottir et al. (2013)", "source_detail": "Bjarnadottir, S., Li, Y., and Stewart, M. G.: Hurricane Risk Assessment of Power Distribution Poles Considering Impacts of a Changing Climate, J. Infrastruct. Syst., 19, 12–24, https://doi.org/10.1061/(ASCE)IS.1943-555X.0000108, 2013.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.5256634201189194, "sigma": 0.33178626088076935, "method": "Curve fitting", "mu_sigma_quality": 0.99993813786634977, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.526, σ=0.332, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 98, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0.0007 }, { "x": 12, "y": 0.0015 }, { "x": 13, "y": 0.0025 }, { "x": 14, "y": 0.0039 }, { "x": 15, "y": 0.0083 }, { "x": 16, "y": 0.0148 }, { "x": 17, "y": 0.0219 }, { "x": 18, "y": 0.0304 }, { "x": 19, "y": 0.0409 }, { "x": 20, "y": 0.0539 }, { "x": 21, "y": 0.0724 }, { "x": 22, "y": 0.0993 }, { "x": 23, "y": 0.1264 }, { "x": 24, "y": 0.1538 }, { "x": 25, "y": 0.1828 }, { "x": 26, "y": 0.2135 }, { "x": 27, "y": 0.2457 }, { "x": 28, "y": 0.2791 }, { "x": 29, "y": 0.3137 }, { "x": 30, "y": 0.3499 }, { "x": 31, "y": 0.3872 }, { "x": 32, "y": 0.4253 }, { "x": 33, "y": 0.4656 }, { "x": 34, "y": 0.5049 }, { "x": 35, "y": 0.5393 }, { "x": 36, "y": 0.5692 }, { "x": 37, "y": 0.5968 }, { "x": 38, "y": 0.6239 }, { "x": 39, "y": 0.6522 }, { "x": 40, "y": 0.6836 }, { "x": 41, "y": 0.7152 }, { "x": 42, "y": 0.7425 }, { "x": 43, "y": 0.763 }, { "x": 44, "y": 0.7799 }, { "x": 45, "y": 0.7963 }, { "x": 46, "y": 0.8146 }, { "x": 47, "y": 0.8342 }, { "x": 48, "y": 0.8528 }, { "x": 49, "y": 0.8686 }, { "x": 50, "y": 0.8826 }, { "x": 51, "y": 0.8951 }, { "x": 52, "y": 0.9054 }, { "x": 53, "y": 0.9137 }, { "x": 54, "y": 0.9209 }, { "x": 55, "y": 0.9274 }, { "x": 56, "y": 0.9334 }, { "x": 57, "y": 0.9393 }, { "x": 58, "y": 0.9451 }, { "x": 59, "y": 0.9508 }, { "x": 60, "y": 0.9562 }, { "x": 61, "y": 0.9612 }, { "x": 62, "y": 0.9656 }, { "x": 63, "y": 0.9698 }, { "x": 64, "y": 0.974 }, { "x": 65, "y": 0.9781 }, { "x": 66, "y": 0.9818 }, { "x": 67, "y": 0.9852 }, { "x": 68, "y": 0.988 }, { "x": 69, "y": 0.9901 }, { "x": 70, "y": 0.9914 }, { "x": 71, "y": 0.9924 }, { "x": 72, "y": 0.9933 }, { "x": 73, "y": 0.994 }, { "x": 74, "y": 0.9946 }, { "x": 75, "y": 0.9951 }, { "x": 76, "y": 0.9954 }, { "x": 77, "y": 0.9956 }, { "x": 78, "y": 0.9958 }, { "x": 79, "y": 0.996 }, { "x": 80, "y": 0.9962 }, { "x": 81, "y": 0.9964 }, { "x": 82, "y": 0.9965 }, { "x": 83, "y": 0.9967 }, { "x": 84, "y": 0.9968 }, { "x": 85, "y": 0.997 }, { "x": 86, "y": 0.9971 }, { "x": 87, "y": 0.9972 }, { "x": 88, "y": 0.9973 }, { "x": 89, "y": 0.9974 }, { "x": 90, "y": 0.9974 }, { "x": 91, "y": 0.9975 }, { "x": 92, "y": 0.9976 }, { "x": 93, "y": 0.9976 }, { "x": 94, "y": 0.9977 }, { "x": 95, "y": 0.9977 }, { "x": 96, "y": 0.9977 }, { "x": 97, "y": 0.9977 } ] }, { "id": 42, "curve_id": "W4.2", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern Pine pole; Design class 1; age 10; Typical timber, consists of a solid pole, three conductors one neutral wire and one communication wire. Height of 13.7m. ", "source_type": "Peer-reviewed", "source_abbrev": "Bjarnadottir et al. (2013)", "source_detail": "Bjarnadottir, S., Li, Y., and Stewart, M. G.: Hurricane Risk Assessment of Power Distribution Poles Considering Impacts of a Changing Climate, J. Infrastruct. Syst., 19, 12–24, https://doi.org/10.1061/(ASCE)IS.1943-555X.0000108, 2013.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.9113782811902258, "sigma": 0.14597768085080126, "method": "Curve fitting", "mu_sigma_quality": 0.9999476057434088, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.911, σ=0.146, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 98, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0.0005 }, { "x": 31, "y": 0.0017 }, { "x": 32, "y": 0.0033 }, { "x": 33, "y": 0.0052 }, { "x": 34, "y": 0.0075 }, { "x": 35, "y": 0.0101 }, { "x": 36, "y": 0.0131 }, { "x": 37, "y": 0.0179 }, { "x": 38, "y": 0.0285 }, { "x": 39, "y": 0.043 }, { "x": 40, "y": 0.0668 }, { "x": 41, "y": 0.0959 }, { "x": 42, "y": 0.1227 }, { "x": 43, "y": 0.1513 }, { "x": 44, "y": 0.1876 }, { "x": 45, "y": 0.2336 }, { "x": 46, "y": 0.2822 }, { "x": 47, "y": 0.333 }, { "x": 48, "y": 0.386 }, { "x": 49, "y": 0.4412 }, { "x": 50, "y": 0.5007 }, { "x": 51, "y": 0.5609 }, { "x": 52, "y": 0.6171 }, { "x": 53, "y": 0.6649 }, { "x": 54, "y": 0.7052 }, { "x": 55, "y": 0.7426 }, { "x": 56, "y": 0.7817 }, { "x": 57, "y": 0.8215 }, { "x": 58, "y": 0.8475 }, { "x": 59, "y": 0.8687 }, { "x": 60, "y": 0.8888 }, { "x": 61, "y": 0.9072 }, { "x": 62, "y": 0.9244 }, { "x": 63, "y": 0.941 }, { "x": 64, "y": 0.9596 }, { "x": 65, "y": 0.9728 }, { "x": 66, "y": 0.9767 }, { "x": 67, "y": 0.9794 }, { "x": 68, "y": 0.9813 }, { "x": 69, "y": 0.9829 }, { "x": 70, "y": 0.9846 }, { "x": 71, "y": 0.9867 }, { "x": 72, "y": 0.9889 }, { "x": 73, "y": 0.9911 }, { "x": 74, "y": 0.993 }, { "x": 75, "y": 0.9945 }, { "x": 76, "y": 0.9954 }, { "x": 77, "y": 0.9957 }, { "x": 78, "y": 0.9959 }, { "x": 79, "y": 0.9961 }, { "x": 80, "y": 0.9963 }, { "x": 81, "y": 0.9964 }, { "x": 82, "y": 0.9966 }, { "x": 83, "y": 0.9968 }, { "x": 84, "y": 0.9969 }, { "x": 85, "y": 0.997 }, { "x": 86, "y": 0.9971 }, { "x": 87, "y": 0.9973 }, { "x": 88, "y": 0.9973 }, { "x": 89, "y": 0.9974 }, { "x": 90, "y": 0.9975 }, { "x": 91, "y": 0.9976 }, { "x": 92, "y": 0.9976 }, { "x": 93, "y": 0.9976 }, { "x": 94, "y": 0.9977 }, { "x": 95, "y": 0.9977 }, { "x": 96, "y": 0.9977 }, { "x": 97, "y": 0.9977 } ] }, { "id": 43, "curve_id": "W4.3", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern Pine pole; Design class 1; age 30; Typical timber, consists of a solid pole, three conductors one neutral wire and one communication wire. Height of 13.7m. ", "source_type": "Peer-reviewed", "source_abbrev": "Bjarnadottir et al. (2013)", "source_detail": "Bjarnadottir, S., Li, Y., and Stewart, M. G.: Hurricane Risk Assessment of Power Distribution Poles Considering Impacts of a Changing Climate, J. Infrastruct. Syst., 19, 12–24, https://doi.org/10.1061/(ASCE)IS.1943-555X.0000108, 2013.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.74207160587523, "sigma": 0.21563528322299583, "method": "Curve fitting", "mu_sigma_quality": 0.99992060560600449, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.742, σ=0.216, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 98, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0.0006 }, { "x": 21, "y": 0.0013 }, { "x": 22, "y": 0.0022 }, { "x": 23, "y": 0.0033 }, { "x": 24, "y": 0.0045 }, { "x": 25, "y": 0.0061 }, { "x": 26, "y": 0.0115 }, { "x": 27, "y": 0.0207 }, { "x": 28, "y": 0.0326 }, { "x": 29, "y": 0.0458 }, { "x": 30, "y": 0.0617 }, { "x": 31, "y": 0.0835 }, { "x": 32, "y": 0.1073 }, { "x": 33, "y": 0.1319 }, { "x": 34, "y": 0.1599 }, { "x": 35, "y": 0.1938 }, { "x": 36, "y": 0.2324 }, { "x": 37, "y": 0.275 }, { "x": 38, "y": 0.3203 }, { "x": 39, "y": 0.3637 }, { "x": 40, "y": 0.4022 }, { "x": 41, "y": 0.4391 }, { "x": 42, "y": 0.4793 }, { "x": 43, "y": 0.5262 }, { "x": 44, "y": 0.575 }, { "x": 45, "y": 0.6193 }, { "x": 46, "y": 0.6554 }, { "x": 47, "y": 0.6878 }, { "x": 48, "y": 0.7194 }, { "x": 49, "y": 0.7498 }, { "x": 50, "y": 0.7789 }, { "x": 51, "y": 0.8068 }, { "x": 52, "y": 0.8341 }, { "x": 53, "y": 0.8584 }, { "x": 54, "y": 0.8778 }, { "x": 55, "y": 0.8952 }, { "x": 56, "y": 0.9106 }, { "x": 57, "y": 0.9241 }, { "x": 58, "y": 0.936 }, { "x": 59, "y": 0.9473 }, { "x": 60, "y": 0.9577 }, { "x": 61, "y": 0.9664 }, { "x": 62, "y": 0.9726 }, { "x": 63, "y": 0.9764 }, { "x": 64, "y": 0.9798 }, { "x": 65, "y": 0.9826 }, { "x": 66, "y": 0.9851 }, { "x": 67, "y": 0.9872 }, { "x": 68, "y": 0.9889 }, { "x": 69, "y": 0.9903 }, { "x": 70, "y": 0.9914 }, { "x": 71, "y": 0.9923 }, { "x": 72, "y": 0.9932 }, { "x": 73, "y": 0.9939 }, { "x": 74, "y": 0.9946 }, { "x": 75, "y": 0.9951 }, { "x": 76, "y": 0.9954 }, { "x": 77, "y": 0.9956 }, { "x": 78, "y": 0.9958 }, { "x": 79, "y": 0.996 }, { "x": 80, "y": 0.9962 }, { "x": 81, "y": 0.9964 }, { "x": 82, "y": 0.9965 }, { "x": 83, "y": 0.9967 }, { "x": 84, "y": 0.9968 }, { "x": 85, "y": 0.997 }, { "x": 86, "y": 0.9971 }, { "x": 87, "y": 0.9972 }, { "x": 88, "y": 0.9973 }, { "x": 89, "y": 0.9974 }, { "x": 90, "y": 0.9974 }, { "x": 91, "y": 0.9975 }, { "x": 92, "y": 0.9976 }, { "x": 93, "y": 0.9976 }, { "x": 94, "y": 0.9977 }, { "x": 95, "y": 0.9977 }, { "x": 96, "y": 0.9977 }, { "x": 97, "y": 0.9977 } ] }, { "id": 44, "curve_id": "W4.37", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Class 2 - age 0; with fiber glass, 13.7 m tall, supported by guy wire", "source_type": "Peer-reviewed", "source_abbrev": "Yuan et al. (2018)", "source_detail": "Yuan, H., Zhang, W., Zhu, J., and Bagtzoglou, A. C.: Resilience Assessment of Overhead Power Distribution Systems under Strong Winds for Hardening Prioritization, ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 4, 1–10, https://doi.org/10.1061/ajrua6.0000988, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 4.37994226136804, "sigma": 0.24471777866235289, "method": "Curve fitting", "mu_sigma_quality": 0.99848975595211642, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.380, σ=0.245, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 90, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0.004 }, { "x": 37, "y": 0.005 }, { "x": 38, "y": 0.005 }, { "x": 39, "y": 0.006 }, { "x": 40, "y": 0.007 }, { "x": 41, "y": 0.01 }, { "x": 42, "y": 0.012 }, { "x": 43, "y": 0.015 }, { "x": 44, "y": 0.018 }, { "x": 45, "y": 0.02 }, { "x": 46, "y": 0.021 }, { "x": 47, "y": 0.022 }, { "x": 48, "y": 0.023 }, { "x": 49, "y": 0.024 }, { "x": 50, "y": 0.026 }, { "x": 51, "y": 0.028 }, { "x": 52, "y": 0.03 }, { "x": 53, "y": 0.032 }, { "x": 54, "y": 0.037 }, { "x": 55, "y": 0.048 }, { "x": 56, "y": 0.059 }, { "x": 57, "y": 0.069 }, { "x": 58, "y": 0.08 }, { "x": 59, "y": 0.098 }, { "x": 60, "y": 0.117 }, { "x": 61, "y": 0.136 }, { "x": 62, "y": 0.155 }, { "x": 63, "y": 0.174 }, { "x": 64, "y": 0.192 }, { "x": 65, "y": 0.211 }, { "x": 66, "y": 0.229 }, { "x": 67, "y": 0.248 }, { "x": 68, "y": 0.264 }, { "x": 69, "y": 0.279 }, { "x": 70, "y": 0.294 }, { "x": 71, "y": 0.309 }, { "x": 72, "y": 0.324 }, { "x": 73, "y": 0.344 }, { "x": 74, "y": 0.373 }, { "x": 75, "y": 0.403 }, { "x": 76, "y": 0.432 }, { "x": 77, "y": 0.457 }, { "x": 78, "y": 0.478 }, { "x": 79, "y": 0.5 }, { "x": 80, "y": 0.521 }, { "x": 81, "y": 0.535 }, { "x": 82, "y": 0.548 }, { "x": 83, "y": 0.562 }, { "x": 84, "y": 0.575 }, { "x": 85, "y": 0.589 }, { "x": 86, "y": 0.606 }, { "x": 87, "y": 0.624 }, { "x": 88, "y": 0.642 }, { "x": 89, "y": 0.659 } ] }, { "id": 45, "curve_id": "W4.38", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Class 2 - age 30; with fiber glass, 13.7 m tall, supported by guy wire", "source_type": "Peer-reviewed", "source_abbrev": "Yuan et al. (2018)", "source_detail": "Yuan, H., Zhang, W., Zhu, J., and Bagtzoglou, A. C.: Resilience Assessment of Overhead Power Distribution Systems under Strong Winds for Hardening Prioritization, ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 4, 1–10, https://doi.org/10.1061/ajrua6.0000988, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 4.3434172680217413, "sigma": 0.24459423103118927, "method": "Curve fitting", "mu_sigma_quality": 0.99923233617028129, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.343, σ=0.245, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 89, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0.006 }, { "x": 32, "y": 0.007 }, { "x": 33, "y": 0.008 }, { "x": 34, "y": 0.009 }, { "x": 35, "y": 0.009 }, { "x": 36, "y": 0.01 }, { "x": 37, "y": 0.011 }, { "x": 38, "y": 0.012 }, { "x": 39, "y": 0.013 }, { "x": 40, "y": 0.014 }, { "x": 41, "y": 0.015 }, { "x": 42, "y": 0.016 }, { "x": 43, "y": 0.018 }, { "x": 44, "y": 0.019 }, { "x": 45, "y": 0.02 }, { "x": 46, "y": 0.022 }, { "x": 47, "y": 0.023 }, { "x": 48, "y": 0.025 }, { "x": 49, "y": 0.026 }, { "x": 50, "y": 0.031 }, { "x": 51, "y": 0.04 }, { "x": 52, "y": 0.05 }, { "x": 53, "y": 0.059 }, { "x": 54, "y": 0.068 }, { "x": 55, "y": 0.078 }, { "x": 56, "y": 0.095 }, { "x": 57, "y": 0.113 }, { "x": 58, "y": 0.13 }, { "x": 59, "y": 0.147 }, { "x": 60, "y": 0.164 }, { "x": 61, "y": 0.181 }, { "x": 62, "y": 0.198 }, { "x": 63, "y": 0.215 }, { "x": 64, "y": 0.233 }, { "x": 65, "y": 0.25 }, { "x": 66, "y": 0.268 }, { "x": 67, "y": 0.285 }, { "x": 68, "y": 0.303 }, { "x": 69, "y": 0.322 }, { "x": 70, "y": 0.341 }, { "x": 71, "y": 0.36 }, { "x": 72, "y": 0.379 }, { "x": 73, "y": 0.399 }, { "x": 74, "y": 0.424 }, { "x": 75, "y": 0.449 }, { "x": 76, "y": 0.474 }, { "x": 77, "y": 0.498 }, { "x": 78, "y": 0.521 }, { "x": 79, "y": 0.544 }, { "x": 80, "y": 0.567 }, { "x": 81, "y": 0.59 }, { "x": 82, "y": 0.609 }, { "x": 83, "y": 0.628 }, { "x": 84, "y": 0.648 }, { "x": 85, "y": 0.667 }, { "x": 86, "y": 0.68 }, { "x": 87, "y": 0.692 }, { "x": 88, "y": 0.704 } ] }, { "id": 46, "curve_id": "W4.39", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Class 2 - age 60; with fiber glass, 13.7 m tall, supported by guy wire", "source_type": "Peer-reviewed", "source_abbrev": "Yuan et al. (2018)", "source_detail": "Yuan, H., Zhang, W., Zhu, J., and Bagtzoglou, A. C.: Resilience Assessment of Overhead Power Distribution Systems under Strong Winds for Hardening Prioritization, ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 4, 1–10, https://doi.org/10.1061/ajrua6.0000988, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 4.2669542769634559, "sigma": 0.2944252869121009, "method": "Curve fitting", "mu_sigma_quality": 0.99912098751654332, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.267, σ=0.294, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 89, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0.004 }, { "x": 28, "y": 0.008 }, { "x": 29, "y": 0.013 }, { "x": 30, "y": 0.017 }, { "x": 31, "y": 0.021 }, { "x": 32, "y": 0.022 }, { "x": 33, "y": 0.023 }, { "x": 34, "y": 0.024 }, { "x": 35, "y": 0.025 }, { "x": 36, "y": 0.026 }, { "x": 37, "y": 0.027 }, { "x": 38, "y": 0.031 }, { "x": 39, "y": 0.034 }, { "x": 40, "y": 0.038 }, { "x": 41, "y": 0.042 }, { "x": 42, "y": 0.045 }, { "x": 43, "y": 0.048 }, { "x": 44, "y": 0.051 }, { "x": 45, "y": 0.054 }, { "x": 46, "y": 0.063 }, { "x": 47, "y": 0.074 }, { "x": 48, "y": 0.085 }, { "x": 49, "y": 0.095 }, { "x": 50, "y": 0.107 }, { "x": 51, "y": 0.122 }, { "x": 52, "y": 0.136 }, { "x": 53, "y": 0.151 }, { "x": 54, "y": 0.166 }, { "x": 55, "y": 0.183 }, { "x": 56, "y": 0.201 }, { "x": 57, "y": 0.218 }, { "x": 58, "y": 0.236 }, { "x": 59, "y": 0.254 }, { "x": 60, "y": 0.277 }, { "x": 61, "y": 0.301 }, { "x": 62, "y": 0.324 }, { "x": 63, "y": 0.348 }, { "x": 64, "y": 0.368 }, { "x": 65, "y": 0.384 }, { "x": 66, "y": 0.4 }, { "x": 67, "y": 0.416 }, { "x": 68, "y": 0.432 }, { "x": 69, "y": 0.453 }, { "x": 70, "y": 0.474 }, { "x": 71, "y": 0.495 }, { "x": 72, "y": 0.516 }, { "x": 73, "y": 0.532 }, { "x": 74, "y": 0.547 }, { "x": 75, "y": 0.563 }, { "x": 76, "y": 0.578 }, { "x": 77, "y": 0.596 }, { "x": 78, "y": 0.619 }, { "x": 79, "y": 0.642 }, { "x": 80, "y": 0.665 }, { "x": 81, "y": 0.681 }, { "x": 82, "y": 0.69 }, { "x": 83, "y": 0.7 }, { "x": 84, "y": 0.709 }, { "x": 85, "y": 0.72 }, { "x": 86, "y": 0.732 }, { "x": 87, "y": 0.745 }, { "x": 88, "y": 0.758 } ] }, { "id": 47, "curve_id": "W4.4", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern Pine pole; Design class 1; age 50; Typical timber, consists of a solid pole, three conductors one neutral wire and one communication wire. Height of 13.7m. ", "source_type": "Peer-reviewed", "source_abbrev": "Bjarnadottir et al. (2013)", "source_detail": "Bjarnadottir, S., Li, Y., and Stewart, M. G.: Hurricane Risk Assessment of Power Distribution Poles Considering Impacts of a Changing Climate, J. Infrastruct. Syst., 19, 12–24, https://doi.org/10.1061/(ASCE)IS.1943-555X.0000108, 2013.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.5256634201189194, "sigma": 0.33178626088076935, "method": "Curve fitting", "mu_sigma_quality": 0.99993813786634977, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.526, σ=0.332, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 98, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0.0007 }, { "x": 12, "y": 0.0015 }, { "x": 13, "y": 0.0025 }, { "x": 14, "y": 0.0039 }, { "x": 15, "y": 0.0083 }, { "x": 16, "y": 0.0148 }, { "x": 17, "y": 0.0219 }, { "x": 18, "y": 0.0304 }, { "x": 19, "y": 0.0409 }, { "x": 20, "y": 0.0539 }, { "x": 21, "y": 0.0724 }, { "x": 22, "y": 0.0993 }, { "x": 23, "y": 0.1264 }, { "x": 24, "y": 0.1538 }, { "x": 25, "y": 0.1828 }, { "x": 26, "y": 0.2135 }, { "x": 27, "y": 0.2457 }, { "x": 28, "y": 0.2791 }, { "x": 29, "y": 0.3137 }, { "x": 30, "y": 0.3499 }, { "x": 31, "y": 0.3872 }, { "x": 32, "y": 0.4253 }, { "x": 33, "y": 0.4656 }, { "x": 34, "y": 0.5049 }, { "x": 35, "y": 0.5393 }, { "x": 36, "y": 0.5692 }, { "x": 37, "y": 0.5968 }, { "x": 38, "y": 0.6239 }, { "x": 39, "y": 0.6522 }, { "x": 40, "y": 0.6836 }, { "x": 41, "y": 0.7152 }, { "x": 42, "y": 0.7425 }, { "x": 43, "y": 0.763 }, { "x": 44, "y": 0.7799 }, { "x": 45, "y": 0.7963 }, { "x": 46, "y": 0.8146 }, { "x": 47, "y": 0.8342 }, { "x": 48, "y": 0.8528 }, { "x": 49, "y": 0.8686 }, { "x": 50, "y": 0.8826 }, { "x": 51, "y": 0.8951 }, { "x": 52, "y": 0.9054 }, { "x": 53, "y": 0.9137 }, { "x": 54, "y": 0.9209 }, { "x": 55, "y": 0.9274 }, { "x": 56, "y": 0.9334 }, { "x": 57, "y": 0.9393 }, { "x": 58, "y": 0.9451 }, { "x": 59, "y": 0.9508 }, { "x": 60, "y": 0.9562 }, { "x": 61, "y": 0.9612 }, { "x": 62, "y": 0.9656 }, { "x": 63, "y": 0.9698 }, { "x": 64, "y": 0.974 }, { "x": 65, "y": 0.9781 }, { "x": 66, "y": 0.9818 }, { "x": 67, "y": 0.9852 }, { "x": 68, "y": 0.988 }, { "x": 69, "y": 0.9901 }, { "x": 70, "y": 0.9914 }, { "x": 71, "y": 0.9924 }, { "x": 72, "y": 0.9933 }, { "x": 73, "y": 0.994 }, { "x": 74, "y": 0.9946 }, { "x": 75, "y": 0.9951 }, { "x": 76, "y": 0.9954 }, { "x": 77, "y": 0.9956 }, { "x": 78, "y": 0.9958 }, { "x": 79, "y": 0.996 }, { "x": 80, "y": 0.9962 }, { "x": 81, "y": 0.9964 }, { "x": 82, "y": 0.9965 }, { "x": 83, "y": 0.9967 }, { "x": 84, "y": 0.9968 }, { "x": 85, "y": 0.997 }, { "x": 86, "y": 0.9971 }, { "x": 87, "y": 0.9972 }, { "x": 88, "y": 0.9973 }, { "x": 89, "y": 0.9974 }, { "x": 90, "y": 0.9974 }, { "x": 91, "y": 0.9975 }, { "x": 92, "y": 0.9976 }, { "x": 93, "y": 0.9976 }, { "x": 94, "y": 0.9977 }, { "x": 95, "y": 0.9977 }, { "x": 96, "y": 0.9977 }, { "x": 97, "y": 0.9977 } ] }, { "id": 48, "curve_id": "W4.40", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Class 2 - age 90; with fiber glass, 13.7 m tall, supported by guy wire", "source_type": "Peer-reviewed", "source_abbrev": "Yuan et al. (2018)", "source_detail": "Yuan, H., Zhang, W., Zhu, J., and Bagtzoglou, A. C.: Resilience Assessment of Overhead Power Distribution Systems under Strong Winds for Hardening Prioritization, ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 4, 1–10, https://doi.org/10.1061/ajrua6.0000988, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 4.1024092259766745, "sigma": 0.39783462518842094, "method": "Curve fitting", "mu_sigma_quality": 0.99937985202848356, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.102, σ=0.398, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 90, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0.003 }, { "x": 24, "y": 0.007 }, { "x": 25, "y": 0.01 }, { "x": 26, "y": 0.013 }, { "x": 27, "y": 0.016 }, { "x": 28, "y": 0.019 }, { "x": 29, "y": 0.023 }, { "x": 30, "y": 0.026 }, { "x": 31, "y": 0.029 }, { "x": 32, "y": 0.037 }, { "x": 33, "y": 0.048 }, { "x": 34, "y": 0.06 }, { "x": 35, "y": 0.071 }, { "x": 36, "y": 0.083 }, { "x": 37, "y": 0.098 }, { "x": 38, "y": 0.117 }, { "x": 39, "y": 0.137 }, { "x": 40, "y": 0.156 }, { "x": 41, "y": 0.172 }, { "x": 42, "y": 0.183 }, { "x": 43, "y": 0.195 }, { "x": 44, "y": 0.206 }, { "x": 45, "y": 0.218 }, { "x": 46, "y": 0.235 }, { "x": 47, "y": 0.26 }, { "x": 48, "y": 0.284 }, { "x": 49, "y": 0.309 }, { "x": 50, "y": 0.33 }, { "x": 51, "y": 0.347 }, { "x": 52, "y": 0.365 }, { "x": 53, "y": 0.382 }, { "x": 54, "y": 0.4 }, { "x": 55, "y": 0.416 }, { "x": 56, "y": 0.431 }, { "x": 57, "y": 0.447 }, { "x": 58, "y": 0.462 }, { "x": 59, "y": 0.477 }, { "x": 60, "y": 0.491 }, { "x": 61, "y": 0.505 }, { "x": 62, "y": 0.518 }, { "x": 63, "y": 0.532 }, { "x": 64, "y": 0.551 }, { "x": 65, "y": 0.572 }, { "x": 66, "y": 0.593 }, { "x": 67, "y": 0.614 }, { "x": 68, "y": 0.63 }, { "x": 69, "y": 0.639 }, { "x": 70, "y": 0.649 }, { "x": 71, "y": 0.659 }, { "x": 72, "y": 0.669 }, { "x": 73, "y": 0.678 }, { "x": 74, "y": 0.69 }, { "x": 75, "y": 0.702 }, { "x": 76, "y": 0.715 }, { "x": 77, "y": 0.727 }, { "x": 78, "y": 0.737 }, { "x": 79, "y": 0.743 }, { "x": 80, "y": 0.749 }, { "x": 81, "y": 0.755 }, { "x": 82, "y": 0.765 }, { "x": 83, "y": 0.778 }, { "x": 84, "y": 0.79 }, { "x": 85, "y": 0.803 }, { "x": 86, "y": 0.809 }, { "x": 87, "y": 0.816 }, { "x": 88, "y": 0.822 }, { "x": 89, "y": 0.828 } ] }, { "id": 49, "curve_id": "W4.41", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Class 3 - age 0; with fiber glass, 13.7 m tall, supported by guy wire", "source_type": "Peer-reviewed", "source_abbrev": "Yuan et al. (2018)", "source_detail": "Yuan, H., Zhang, W., Zhu, J., and Bagtzoglou, A. C.: Resilience Assessment of Overhead Power Distribution Systems under Strong Winds for Hardening Prioritization, ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 4, 1–10, https://doi.org/10.1061/ajrua6.0000988, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 4.3496381272398823, "sigma": 0.25197771176884887, "method": "Curve fitting", "mu_sigma_quality": 0.9994029849111119, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.350, σ=0.252, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 90, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0.01 }, { "x": 36, "y": 0.011 }, { "x": 37, "y": 0.012 }, { "x": 38, "y": 0.012 }, { "x": 39, "y": 0.013 }, { "x": 40, "y": 0.014 }, { "x": 41, "y": 0.015 }, { "x": 42, "y": 0.015 }, { "x": 43, "y": 0.016 }, { "x": 44, "y": 0.017 }, { "x": 45, "y": 0.02 }, { "x": 46, "y": 0.026 }, { "x": 47, "y": 0.031 }, { "x": 48, "y": 0.037 }, { "x": 49, "y": 0.042 }, { "x": 50, "y": 0.048 }, { "x": 51, "y": 0.055 }, { "x": 52, "y": 0.063 }, { "x": 53, "y": 0.071 }, { "x": 54, "y": 0.079 }, { "x": 55, "y": 0.086 }, { "x": 56, "y": 0.094 }, { "x": 57, "y": 0.106 }, { "x": 58, "y": 0.122 }, { "x": 59, "y": 0.139 }, { "x": 60, "y": 0.156 }, { "x": 61, "y": 0.173 }, { "x": 62, "y": 0.191 }, { "x": 63, "y": 0.21 }, { "x": 64, "y": 0.228 }, { "x": 65, "y": 0.247 }, { "x": 66, "y": 0.263 }, { "x": 67, "y": 0.28 }, { "x": 68, "y": 0.297 }, { "x": 69, "y": 0.314 }, { "x": 70, "y": 0.334 }, { "x": 71, "y": 0.358 }, { "x": 72, "y": 0.382 }, { "x": 73, "y": 0.404 }, { "x": 74, "y": 0.421 }, { "x": 75, "y": 0.437 }, { "x": 76, "y": 0.459 }, { "x": 77, "y": 0.486 }, { "x": 78, "y": 0.513 }, { "x": 79, "y": 0.54 }, { "x": 80, "y": 0.565 }, { "x": 81, "y": 0.582 }, { "x": 82, "y": 0.599 }, { "x": 83, "y": 0.616 }, { "x": 84, "y": 0.633 }, { "x": 85, "y": 0.65 }, { "x": 86, "y": 0.663 }, { "x": 87, "y": 0.676 }, { "x": 88, "y": 0.69 }, { "x": 89, "y": 0.703 } ] }, { "id": 50, "curve_id": "W4.42", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Class 3 - age 30; with fiber glass, 13.7 m tall, supported by guy wire", "source_type": "Peer-reviewed", "source_abbrev": "Yuan et al. (2018)", "source_detail": "Yuan, H., Zhang, W., Zhu, J., and Bagtzoglou, A. C.: Resilience Assessment of Overhead Power Distribution Systems under Strong Winds for Hardening Prioritization, ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 4, 1–10, https://doi.org/10.1061/ajrua6.0000988, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 4.3219481925067145, "sigma": 0.25397756403207494, "method": "Curve fitting", "mu_sigma_quality": 0.99924902803102655, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.322, σ=0.254, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 90, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0.015 }, { "x": 41, "y": 0.017 }, { "x": 42, "y": 0.019 }, { "x": 43, "y": 0.022 }, { "x": 44, "y": 0.024 }, { "x": 45, "y": 0.027 }, { "x": 46, "y": 0.034 }, { "x": 47, "y": 0.042 }, { "x": 48, "y": 0.049 }, { "x": 49, "y": 0.057 }, { "x": 50, "y": 0.063 }, { "x": 51, "y": 0.069 }, { "x": 52, "y": 0.075 }, { "x": 53, "y": 0.081 }, { "x": 54, "y": 0.087 }, { "x": 55, "y": 0.099 }, { "x": 56, "y": 0.113 }, { "x": 57, "y": 0.128 }, { "x": 58, "y": 0.142 }, { "x": 59, "y": 0.159 }, { "x": 60, "y": 0.178 }, { "x": 61, "y": 0.197 }, { "x": 62, "y": 0.217 }, { "x": 63, "y": 0.236 }, { "x": 64, "y": 0.256 }, { "x": 65, "y": 0.276 }, { "x": 66, "y": 0.296 }, { "x": 67, "y": 0.316 }, { "x": 68, "y": 0.339 }, { "x": 69, "y": 0.363 }, { "x": 70, "y": 0.388 }, { "x": 71, "y": 0.412 }, { "x": 72, "y": 0.437 }, { "x": 73, "y": 0.459 }, { "x": 74, "y": 0.482 }, { "x": 75, "y": 0.504 }, { "x": 76, "y": 0.526 }, { "x": 77, "y": 0.544 }, { "x": 78, "y": 0.563 }, { "x": 79, "y": 0.581 }, { "x": 80, "y": 0.599 }, { "x": 81, "y": 0.617 }, { "x": 82, "y": 0.635 }, { "x": 83, "y": 0.652 }, { "x": 84, "y": 0.67 }, { "x": 85, "y": 0.685 }, { "x": 86, "y": 0.694 }, { "x": 87, "y": 0.702 }, { "x": 88, "y": 0.71 }, { "x": 89, "y": 0.718 } ] }, { "id": 51, "curve_id": "W4.43", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Class 3 - age 60; with fiber glass, 13.7 m tall, supported by guy wire", "source_type": "Peer-reviewed", "source_abbrev": "Yuan et al. (2018)", "source_detail": "Yuan, H., Zhang, W., Zhu, J., and Bagtzoglou, A. C.: Resilience Assessment of Overhead Power Distribution Systems under Strong Winds for Hardening Prioritization, ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 4, 1–10, https://doi.org/10.1061/ajrua6.0000988, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 4.2383834904563518, "sigma": 0.31116694435894837, "method": "Curve fitting", "mu_sigma_quality": 0.99859359615983623, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.238, σ=0.311, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 90, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0.01 }, { "x": 29, "y": 0.014 }, { "x": 30, "y": 0.018 }, { "x": 31, "y": 0.022 }, { "x": 32, "y": 0.026 }, { "x": 33, "y": 0.03 }, { "x": 34, "y": 0.033 }, { "x": 35, "y": 0.037 }, { "x": 36, "y": 0.041 }, { "x": 37, "y": 0.043 }, { "x": 38, "y": 0.046 }, { "x": 39, "y": 0.048 }, { "x": 40, "y": 0.05 }, { "x": 41, "y": 0.056 }, { "x": 42, "y": 0.064 }, { "x": 43, "y": 0.072 }, { "x": 44, "y": 0.081 }, { "x": 45, "y": 0.089 }, { "x": 46, "y": 0.099 }, { "x": 47, "y": 0.112 }, { "x": 48, "y": 0.124 }, { "x": 49, "y": 0.136 }, { "x": 50, "y": 0.148 }, { "x": 51, "y": 0.159 }, { "x": 52, "y": 0.17 }, { "x": 53, "y": 0.181 }, { "x": 54, "y": 0.192 }, { "x": 55, "y": 0.212 }, { "x": 56, "y": 0.239 }, { "x": 57, "y": 0.267 }, { "x": 58, "y": 0.294 }, { "x": 59, "y": 0.31 }, { "x": 60, "y": 0.327 }, { "x": 61, "y": 0.344 }, { "x": 62, "y": 0.361 }, { "x": 63, "y": 0.378 }, { "x": 64, "y": 0.394 }, { "x": 65, "y": 0.409 }, { "x": 66, "y": 0.425 }, { "x": 67, "y": 0.44 }, { "x": 68, "y": 0.457 }, { "x": 69, "y": 0.478 }, { "x": 70, "y": 0.499 }, { "x": 71, "y": 0.52 }, { "x": 72, "y": 0.541 }, { "x": 73, "y": 0.562 }, { "x": 74, "y": 0.583 }, { "x": 75, "y": 0.605 }, { "x": 76, "y": 0.625 }, { "x": 77, "y": 0.643 }, { "x": 78, "y": 0.661 }, { "x": 79, "y": 0.68 }, { "x": 80, "y": 0.696 }, { "x": 81, "y": 0.707 }, { "x": 82, "y": 0.717 }, { "x": 83, "y": 0.727 }, { "x": 84, "y": 0.738 }, { "x": 85, "y": 0.748 }, { "x": 86, "y": 0.758 }, { "x": 87, "y": 0.767 }, { "x": 88, "y": 0.776 }, { "x": 89, "y": 0.785 } ] }, { "id": 52, "curve_id": "W4.44", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Class 3 - age 90; with fiber glass, 13.7 m tall, supported by guy wire", "source_type": "Peer-reviewed", "source_abbrev": "Yuan et al. (2018)", "source_detail": "Yuan, H., Zhang, W., Zhu, J., and Bagtzoglou, A. C.: Resilience Assessment of Overhead Power Distribution Systems under Strong Winds for Hardening Prioritization, ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 4, 1–10, https://doi.org/10.1061/ajrua6.0000988, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 4.0501321295458936, "sigma": 0.41763963672762644, "method": "Curve fitting", "mu_sigma_quality": 0.99953149250876716, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.050, σ=0.418, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 89, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0.015 }, { "x": 19, "y": 0.017 }, { "x": 20, "y": 0.019 }, { "x": 21, "y": 0.021 }, { "x": 22, "y": 0.022 }, { "x": 23, "y": 0.024 }, { "x": 24, "y": 0.026 }, { "x": 25, "y": 0.028 }, { "x": 26, "y": 0.03 }, { "x": 27, "y": 0.036 }, { "x": 28, "y": 0.044 }, { "x": 29, "y": 0.051 }, { "x": 30, "y": 0.058 }, { "x": 31, "y": 0.066 }, { "x": 32, "y": 0.076 }, { "x": 33, "y": 0.087 }, { "x": 34, "y": 0.097 }, { "x": 35, "y": 0.108 }, { "x": 36, "y": 0.119 }, { "x": 37, "y": 0.14 }, { "x": 38, "y": 0.165 }, { "x": 39, "y": 0.191 }, { "x": 40, "y": 0.214 }, { "x": 41, "y": 0.226 }, { "x": 42, "y": 0.238 }, { "x": 43, "y": 0.25 }, { "x": 44, "y": 0.262 }, { "x": 45, "y": 0.276 }, { "x": 46, "y": 0.296 }, { "x": 47, "y": 0.316 }, { "x": 48, "y": 0.336 }, { "x": 49, "y": 0.356 }, { "x": 50, "y": 0.371 }, { "x": 51, "y": 0.386 }, { "x": 52, "y": 0.401 }, { "x": 53, "y": 0.415 }, { "x": 54, "y": 0.43 }, { "x": 55, "y": 0.445 }, { "x": 56, "y": 0.471 }, { "x": 57, "y": 0.497 }, { "x": 58, "y": 0.52 }, { "x": 59, "y": 0.531 }, { "x": 60, "y": 0.543 }, { "x": 61, "y": 0.554 }, { "x": 62, "y": 0.565 }, { "x": 63, "y": 0.576 }, { "x": 64, "y": 0.592 }, { "x": 65, "y": 0.609 }, { "x": 66, "y": 0.626 }, { "x": 67, "y": 0.643 }, { "x": 68, "y": 0.659 }, { "x": 69, "y": 0.674 }, { "x": 70, "y": 0.689 }, { "x": 71, "y": 0.704 }, { "x": 72, "y": 0.716 }, { "x": 73, "y": 0.724 }, { "x": 74, "y": 0.733 }, { "x": 75, "y": 0.742 }, { "x": 76, "y": 0.751 }, { "x": 77, "y": 0.76 }, { "x": 78, "y": 0.769 }, { "x": 79, "y": 0.779 }, { "x": 80, "y": 0.788 }, { "x": 81, "y": 0.796 }, { "x": 82, "y": 0.804 }, { "x": 83, "y": 0.812 }, { "x": 84, "y": 0.82 }, { "x": 85, "y": 0.828 }, { "x": 86, "y": 0.834 }, { "x": 87, "y": 0.84 }, { "x": 88, "y": 0.845 } ] }, { "id": 53, "curve_id": "W4.45", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "age is 0, angle of leaning is 0. Class 5 distribution pole. Wood species: Southern pine; height: 11.7m. ", "source_type": "Peer-reviewed", "source_abbrev": "Lee et al. (2021)", "source_detail": "Lee, S. and Ham, Y.: Probabilistic framework for assessing the vulnerability of power distribution infrastructures under extreme wind conditions, Sustainable Cities and Society, 65, 102587, https://doi.org/10.1016/j.scs.2020.102587, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.9470993263331189, "sigma": 0.10682463220996513, "method": "Curve fitting", "mu_sigma_quality": 0.99961293355155634, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.947, σ=0.107, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "USA", "hazard_type": "Wind", "num_points": 91, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0.005 }, { "x": 36, "y": 0.01 }, { "x": 37, "y": 0.016 }, { "x": 38, "y": 0.02 }, { "x": 39, "y": 0.024 }, { "x": 40, "y": 0.029 }, { "x": 41, "y": 0.033 }, { "x": 42, "y": 0.041 }, { "x": 43, "y": 0.061 }, { "x": 44, "y": 0.081 }, { "x": 45, "y": 0.108 }, { "x": 46, "y": 0.146 }, { "x": 47, "y": 0.185 }, { "x": 48, "y": 0.24 }, { "x": 49, "y": 0.301 }, { "x": 50, "y": 0.369 }, { "x": 51, "y": 0.432 }, { "x": 52, "y": 0.493 }, { "x": 53, "y": 0.553 }, { "x": 54, "y": 0.657 }, { "x": 55, "y": 0.716 }, { "x": 56, "y": 0.772 }, { "x": 57, "y": 0.818 }, { "x": 58, "y": 0.852 }, { "x": 59, "y": 0.9 }, { "x": 60, "y": 0.926 }, { "x": 61, "y": 0.951 }, { "x": 62, "y": 0.974 }, { "x": 63, "y": 0.988 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 }, { "x": 86, "y": 1 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 } ] }, { "id": 54, "curve_id": "W4.46", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "age is 0, angle of leaning is 10. Class 5 distribution pole. Wood species: Southern pine; height: 11.7m. ", "source_type": "Peer-reviewed", "source_abbrev": "Lee et al. (2021)", "source_detail": "Lee, S. and Ham, Y.: Probabilistic framework for assessing the vulnerability of power distribution infrastructures under extreme wind conditions, Sustainable Cities and Society, 65, 102587, https://doi.org/10.1016/j.scs.2020.102587, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.9238042910142044, "sigma": 0.11037646607007637, "method": "Curve fitting", "mu_sigma_quality": 0.9993986538838231, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.924, σ=0.110, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "USA", "hazard_type": "Wind", "num_points": 91, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0.025 }, { "x": 38, "y": 0.034 }, { "x": 39, "y": 0.043 }, { "x": 40, "y": 0.052 }, { "x": 41, "y": 0.061 }, { "x": 42, "y": 0.073 }, { "x": 43, "y": 0.095 }, { "x": 44, "y": 0.116 }, { "x": 45, "y": 0.154 }, { "x": 46, "y": 0.196 }, { "x": 47, "y": 0.245 }, { "x": 48, "y": 0.311 }, { "x": 49, "y": 0.379 }, { "x": 50, "y": 0.442 }, { "x": 51, "y": 0.514 }, { "x": 52, "y": 0.584 }, { "x": 53, "y": 0.647 }, { "x": 54, "y": 0.714 }, { "x": 55, "y": 0.774 }, { "x": 56, "y": 0.815 }, { "x": 57, "y": 0.869 }, { "x": 58, "y": 0.914 }, { "x": 59, "y": 0.95 }, { "x": 60, "y": 0.963 }, { "x": 61, "y": 0.976 }, { "x": 62, "y": 0.986 }, { "x": 63, "y": 0.995 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 }, { "x": 86, "y": 1 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 } ] }, { "id": 55, "curve_id": "W4.47", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "age is 0, angle of leaning is 20. Class 5 distribution pole. Wood species: Southern pine; height: 11.7m. ", "source_type": "Peer-reviewed", "source_abbrev": "Lee et al. (2021)", "source_detail": "Lee, S. and Ham, Y.: Probabilistic framework for assessing the vulnerability of power distribution infrastructures under extreme wind conditions, Sustainable Cities and Society, 65, 102587, https://doi.org/10.1016/j.scs.2020.102587, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.9053215014331211, "sigma": 0.11880909708309337, "method": "Curve fitting", "mu_sigma_quality": 0.99936717833771227, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.905, σ=0.119, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "USA", "hazard_type": "Wind", "num_points": 91, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0.018 }, { "x": 36, "y": 0.025 }, { "x": 37, "y": 0.033 }, { "x": 38, "y": 0.04 }, { "x": 39, "y": 0.05 }, { "x": 40, "y": 0.065 }, { "x": 41, "y": 0.083 }, { "x": 42, "y": 0.107 }, { "x": 43, "y": 0.135 }, { "x": 44, "y": 0.166 }, { "x": 45, "y": 0.201 }, { "x": 46, "y": 0.253 }, { "x": 47, "y": 0.305 }, { "x": 48, "y": 0.374 }, { "x": 49, "y": 0.444 }, { "x": 50, "y": 0.51 }, { "x": 51, "y": 0.569 }, { "x": 52, "y": 0.639 }, { "x": 53, "y": 0.7 }, { "x": 54, "y": 0.751 }, { "x": 55, "y": 0.8 }, { "x": 56, "y": 0.847 }, { "x": 57, "y": 0.893 }, { "x": 58, "y": 0.928 }, { "x": 59, "y": 0.957 }, { "x": 60, "y": 0.968 }, { "x": 61, "y": 0.979 }, { "x": 62, "y": 0.99 }, { "x": 63, "y": 1 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 }, { "x": 86, "y": 1 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 } ] }, { "id": 56, "curve_id": "W4.48", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "age is 0, angle of leaning is 30. Class 5 distribution pole. Wood species: Southern pine; height: 11.7m. ", "source_type": "Peer-reviewed", "source_abbrev": "Lee et al. (2021)", "source_detail": "Lee, S. and Ham, Y.: Probabilistic framework for assessing the vulnerability of power distribution infrastructures under extreme wind conditions, Sustainable Cities and Society, 65, 102587, https://doi.org/10.1016/j.scs.2020.102587, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.8954299625978241, "sigma": 0.12305872331954636, "method": "Curve fitting", "mu_sigma_quality": 0.99873914638550854, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.895, σ=0.123, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "USA", "hazard_type": "Wind", "num_points": 91, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0.011 }, { "x": 33, "y": 0.019 }, { "x": 34, "y": 0.025 }, { "x": 35, "y": 0.032 }, { "x": 36, "y": 0.041 }, { "x": 37, "y": 0.049 }, { "x": 38, "y": 0.058 }, { "x": 39, "y": 0.073 }, { "x": 40, "y": 0.088 }, { "x": 41, "y": 0.103 }, { "x": 42, "y": 0.131 }, { "x": 43, "y": 0.167 }, { "x": 44, "y": 0.203 }, { "x": 45, "y": 0.242 }, { "x": 46, "y": 0.281 }, { "x": 47, "y": 0.32 }, { "x": 48, "y": 0.378 }, { "x": 49, "y": 0.443 }, { "x": 50, "y": 0.532 }, { "x": 51, "y": 0.617 }, { "x": 52, "y": 0.675 }, { "x": 53, "y": 0.73 }, { "x": 54, "y": 0.779 }, { "x": 55, "y": 0.825 }, { "x": 56, "y": 0.868 }, { "x": 57, "y": 0.912 }, { "x": 58, "y": 0.936 }, { "x": 59, "y": 0.955 }, { "x": 60, "y": 0.969 }, { "x": 61, "y": 0.98 }, { "x": 62, "y": 0.992 }, { "x": 63, "y": 1 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 }, { "x": 86, "y": 1 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 } ] }, { "id": 57, "curve_id": "W4.49", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "age is 50, angle of leaning is 0. Class 5 distribution pole. Wood species: Southern pine; height: 11.7m. ", "source_type": "Peer-reviewed", "source_abbrev": "Lee et al. (2021)", "source_detail": "Lee, S. and Ham, Y.: Probabilistic framework for assessing the vulnerability of power distribution infrastructures under extreme wind conditions, Sustainable Cities and Society, 65, 102587, https://doi.org/10.1016/j.scs.2020.102587, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.6277946277398758, "sigma": 0.10496043095016028, "method": "Curve fitting", "mu_sigma_quality": 0.99959855963098954, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.628, σ=0.105, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "USA", "hazard_type": "Wind", "num_points": 91, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0.015 }, { "x": 28, "y": 0.021 }, { "x": 29, "y": 0.027 }, { "x": 30, "y": 0.04 }, { "x": 31, "y": 0.062 }, { "x": 32, "y": 0.087 }, { "x": 33, "y": 0.136 }, { "x": 34, "y": 0.185 }, { "x": 35, "y": 0.234 }, { "x": 36, "y": 0.321 }, { "x": 37, "y": 0.416 }, { "x": 38, "y": 0.511 }, { "x": 39, "y": 0.623 }, { "x": 40, "y": 0.717 }, { "x": 41, "y": 0.803 }, { "x": 42, "y": 0.866 }, { "x": 43, "y": 0.917 }, { "x": 44, "y": 0.955 }, { "x": 45, "y": 0.969 }, { "x": 46, "y": 0.983 }, { "x": 47, "y": 1 }, { "x": 48, "y": 1 }, { "x": 49, "y": 1 }, { "x": 50, "y": 1 }, { "x": 51, "y": 1 }, { "x": 52, "y": 1 }, { "x": 53, "y": 1 }, { "x": 54, "y": 1 }, { "x": 55, "y": 1 }, { "x": 56, "y": 1 }, { "x": 57, "y": 1 }, { "x": 58, "y": 1 }, { "x": 59, "y": 1 }, { "x": 60, "y": 1 }, { "x": 61, "y": 1 }, { "x": 62, "y": 1 }, { "x": 63, "y": 1 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 }, { "x": 86, "y": 1 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 } ] }, { "id": 58, "curve_id": "W4.5", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern Pine pole; Design class 2; age 0; Typical timber, consists of a solid pole, three conductors one neutral wire and one communication wire. Height of 13.7m. ", "source_type": "Peer-reviewed", "source_abbrev": "Bjarnadottir et al. (2013)", "source_detail": "Bjarnadottir, S., Li, Y., and Stewart, M. G.: Hurricane Risk Assessment of Power Distribution Poles Considering Impacts of a Changing Climate, J. Infrastruct. Syst., 19, 12–24, https://doi.org/10.1061/(ASCE)IS.1943-555X.0000108, 2013.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.9474435206493972, "sigma": 0.14492977531552584, "method": "Curve fitting", "mu_sigma_quality": 0.99996431458653567, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.947, σ=0.145, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 98, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0.0007 }, { "x": 33, "y": 0.0016 }, { "x": 34, "y": 0.0026 }, { "x": 35, "y": 0.0038 }, { "x": 36, "y": 0.0052 }, { "x": 37, "y": 0.0088 }, { "x": 38, "y": 0.0168 }, { "x": 39, "y": 0.0267 }, { "x": 40, "y": 0.0383 }, { "x": 41, "y": 0.0532 }, { "x": 42, "y": 0.0715 }, { "x": 43, "y": 0.0961 }, { "x": 44, "y": 0.1267 }, { "x": 45, "y": 0.1663 }, { "x": 46, "y": 0.2101 }, { "x": 47, "y": 0.2529 }, { "x": 48, "y": 0.297 }, { "x": 49, "y": 0.3449 }, { "x": 50, "y": 0.401 }, { "x": 51, "y": 0.4623 }, { "x": 52, "y": 0.5183 }, { "x": 53, "y": 0.5689 }, { "x": 54, "y": 0.6164 }, { "x": 55, "y": 0.6603 }, { "x": 56, "y": 0.7006 }, { "x": 57, "y": 0.7379 }, { "x": 58, "y": 0.773 }, { "x": 59, "y": 0.8073 }, { "x": 60, "y": 0.842 }, { "x": 61, "y": 0.8738 }, { "x": 62, "y": 0.8986 }, { "x": 63, "y": 0.9164 }, { "x": 64, "y": 0.9309 }, { "x": 65, "y": 0.9433 }, { "x": 66, "y": 0.9549 }, { "x": 67, "y": 0.9651 }, { "x": 68, "y": 0.9721 }, { "x": 69, "y": 0.9766 }, { "x": 70, "y": 0.98 }, { "x": 71, "y": 0.983 }, { "x": 72, "y": 0.9861 }, { "x": 73, "y": 0.9892 }, { "x": 74, "y": 0.9919 }, { "x": 75, "y": 0.9941 }, { "x": 76, "y": 0.9953 }, { "x": 77, "y": 0.9957 }, { "x": 78, "y": 0.9959 }, { "x": 79, "y": 0.9961 }, { "x": 80, "y": 0.9963 }, { "x": 81, "y": 0.9965 }, { "x": 82, "y": 0.9966 }, { "x": 83, "y": 0.9968 }, { "x": 84, "y": 0.9969 }, { "x": 85, "y": 0.9971 }, { "x": 86, "y": 0.9972 }, { "x": 87, "y": 0.9973 }, { "x": 88, "y": 0.9974 }, { "x": 89, "y": 0.9974 }, { "x": 90, "y": 0.9975 }, { "x": 91, "y": 0.9976 }, { "x": 92, "y": 0.9976 }, { "x": 93, "y": 0.9976 }, { "x": 94, "y": 0.9977 }, { "x": 95, "y": 0.9977 }, { "x": 96, "y": 0.9977 }, { "x": 97, "y": 0.9977 } ] }, { "id": 59, "curve_id": "W4.50", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "age is 50, angle of leaning is 10. Class 5 distribution pole. Wood species: Southern pine; height: 11.7m. ", "source_type": "Peer-reviewed", "source_abbrev": "Lee et al. (2021)", "source_detail": "Lee, S. and Ham, Y.: Probabilistic framework for assessing the vulnerability of power distribution infrastructures under extreme wind conditions, Sustainable Cities and Society, 65, 102587, https://doi.org/10.1016/j.scs.2020.102587, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.58059698600782, "sigma": 0.11780993543665882, "method": "Curve fitting", "mu_sigma_quality": 0.99936534338117489, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.581, σ=0.118, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "USA", "hazard_type": "Wind", "num_points": 91, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0.017 }, { "x": 25, "y": 0.023 }, { "x": 26, "y": 0.029 }, { "x": 27, "y": 0.035 }, { "x": 28, "y": 0.047 }, { "x": 29, "y": 0.065 }, { "x": 30, "y": 0.091 }, { "x": 31, "y": 0.128 }, { "x": 32, "y": 0.183 }, { "x": 33, "y": 0.245 }, { "x": 34, "y": 0.312 }, { "x": 35, "y": 0.388 }, { "x": 36, "y": 0.491 }, { "x": 37, "y": 0.588 }, { "x": 38, "y": 0.663 }, { "x": 39, "y": 0.739 }, { "x": 40, "y": 0.834 }, { "x": 41, "y": 0.902 }, { "x": 42, "y": 0.94 }, { "x": 43, "y": 0.962 }, { "x": 44, "y": 0.982 }, { "x": 45, "y": 0.993 }, { "x": 46, "y": 1 }, { "x": 47, "y": 1 }, { "x": 48, "y": 1 }, { "x": 49, "y": 1 }, { "x": 50, "y": 1 }, { "x": 51, "y": 1 }, { "x": 52, "y": 1 }, { "x": 53, "y": 1 }, { "x": 54, "y": 1 }, { "x": 55, "y": 1 }, { "x": 56, "y": 1 }, { "x": 57, "y": 1 }, { "x": 58, "y": 1 }, { "x": 59, "y": 1 }, { "x": 60, "y": 1 }, { "x": 61, "y": 1 }, { "x": 62, "y": 1 }, { "x": 63, "y": 1 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 }, { "x": 86, "y": 1 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 } ] }, { "id": 60, "curve_id": "W4.51", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "age is 50, angle of leaning is 20. Class 5 distribution pole. Wood species: Southern pine; height: 11.7m. ", "source_type": "Peer-reviewed", "source_abbrev": "Lee et al. (2021)", "source_detail": "Lee, S. and Ham, Y.: Probabilistic framework for assessing the vulnerability of power distribution infrastructures under extreme wind conditions, Sustainable Cities and Society, 65, 102587, https://doi.org/10.1016/j.scs.2020.102587, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.5352393442790135, "sigma": 0.1264193605430721, "method": "Curve fitting", "mu_sigma_quality": 0.999041329860899, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.535, σ=0.126, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "USA", "hazard_type": "Wind", "num_points": 91, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0.029 }, { "x": 24, "y": 0.034 }, { "x": 25, "y": 0.041 }, { "x": 26, "y": 0.047 }, { "x": 27, "y": 0.067 }, { "x": 28, "y": 0.093 }, { "x": 29, "y": 0.119 }, { "x": 30, "y": 0.167 }, { "x": 31, "y": 0.228 }, { "x": 32, "y": 0.29 }, { "x": 33, "y": 0.352 }, { "x": 34, "y": 0.432 }, { "x": 35, "y": 0.517 }, { "x": 36, "y": 0.655 }, { "x": 37, "y": 0.728 }, { "x": 38, "y": 0.786 }, { "x": 39, "y": 0.852 }, { "x": 40, "y": 0.915 }, { "x": 41, "y": 0.956 }, { "x": 42, "y": 0.974 }, { "x": 43, "y": 0.992 }, { "x": 44, "y": 1 }, { "x": 45, "y": 1 }, { "x": 46, "y": 1 }, { "x": 47, "y": 1 }, { "x": 48, "y": 1 }, { "x": 49, "y": 1 }, { "x": 50, "y": 1 }, { "x": 51, "y": 1 }, { "x": 52, "y": 1 }, { "x": 53, "y": 1 }, { "x": 54, "y": 1 }, { "x": 55, "y": 1 }, { "x": 56, "y": 1 }, { "x": 57, "y": 1 }, { "x": 58, "y": 1 }, { "x": 59, "y": 1 }, { "x": 60, "y": 1 }, { "x": 61, "y": 1 }, { "x": 62, "y": 1 }, { "x": 63, "y": 1 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 }, { "x": 86, "y": 1 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 } ] }, { "id": 61, "curve_id": "W4.52", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "age is 50, angle of leaning is 30. Class 5 distribution pole. Wood species: Southern pine; height: 11.7m. ", "source_type": "Peer-reviewed", "source_abbrev": "Lee et al. (2021)", "source_detail": "Lee, S. and Ham, Y.: Probabilistic framework for assessing the vulnerability of power distribution infrastructures under extreme wind conditions, Sustainable Cities and Society, 65, 102587, https://doi.org/10.1016/j.scs.2020.102587, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.4970275621655262, "sigma": 0.14641576346174764, "method": "Curve fitting", "mu_sigma_quality": 0.99906903584990758, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.497, σ=0.146, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "USA", "hazard_type": "Wind", "num_points": 91, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0.007 }, { "x": 17, "y": 0.01 }, { "x": 18, "y": 0.014 }, { "x": 19, "y": 0.017 }, { "x": 20, "y": 0.021 }, { "x": 21, "y": 0.027 }, { "x": 22, "y": 0.035 }, { "x": 23, "y": 0.043 }, { "x": 24, "y": 0.051 }, { "x": 25, "y": 0.061 }, { "x": 26, "y": 0.087 }, { "x": 27, "y": 0.113 }, { "x": 28, "y": 0.139 }, { "x": 29, "y": 0.197 }, { "x": 30, "y": 0.263 }, { "x": 31, "y": 0.328 }, { "x": 32, "y": 0.396 }, { "x": 33, "y": 0.476 }, { "x": 34, "y": 0.556 }, { "x": 35, "y": 0.637 }, { "x": 36, "y": 0.705 }, { "x": 37, "y": 0.77 }, { "x": 38, "y": 0.835 }, { "x": 39, "y": 0.895 }, { "x": 40, "y": 0.943 }, { "x": 41, "y": 0.965 }, { "x": 42, "y": 0.98 }, { "x": 43, "y": 0.989 }, { "x": 44, "y": 0.997 }, { "x": 45, "y": 1 }, { "x": 46, "y": 1 }, { "x": 47, "y": 1 }, { "x": 48, "y": 1 }, { "x": 49, "y": 1 }, { "x": 50, "y": 1 }, { "x": 51, "y": 1 }, { "x": 52, "y": 1 }, { "x": 53, "y": 1 }, { "x": 54, "y": 1 }, { "x": 55, "y": 1 }, { "x": 56, "y": 1 }, { "x": 57, "y": 1 }, { "x": 58, "y": 1 }, { "x": 59, "y": 1 }, { "x": 60, "y": 1 }, { "x": 61, "y": 1 }, { "x": 62, "y": 1 }, { "x": 63, "y": 1 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 }, { "x": 86, "y": 1 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 } ] }, { "id": 62, "curve_id": "W4.53", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, C1, height as design parameter", "source_type": "Peer-reviewed", "source_abbrev": "Darestani & Shafieezadeh et al. (2019)", "source_detail": "Darestani, Y. M. and Shafieezadeh, A.: Multi-dimensional wind fragility functions for wood utility poles, Engineering Structures, 183, 937–948, https://doi.org/10.1016/j.engstruct.2019.01.048, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 4.4314656410796909, "sigma": 0.22220339307561526, "method": "Curve fitting", "mu_sigma_quality": 0.99994742104209944, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.431, σ=0.222, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 112, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0.008 }, { "x": 48, "y": 0.009 }, { "x": 49, "y": 0.01 }, { "x": 50, "y": 0.011 }, { "x": 51, "y": 0.012 }, { "x": 52, "y": 0.016 }, { "x": 53, "y": 0.021 }, { "x": 54, "y": 0.026 }, { "x": 55, "y": 0.031 }, { "x": 56, "y": 0.036 }, { "x": 57, "y": 0.043 }, { "x": 58, "y": 0.051 }, { "x": 59, "y": 0.058 }, { "x": 60, "y": 0.067 }, { "x": 61, "y": 0.076 }, { "x": 62, "y": 0.086 }, { "x": 63, "y": 0.095 }, { "x": 64, "y": 0.105 }, { "x": 65, "y": 0.121 }, { "x": 66, "y": 0.138 }, { "x": 67, "y": 0.154 }, { "x": 68, "y": 0.171 }, { "x": 69, "y": 0.188 }, { "x": 70, "y": 0.205 }, { "x": 71, "y": 0.221 }, { "x": 72, "y": 0.242 }, { "x": 73, "y": 0.264 }, { "x": 74, "y": 0.285 }, { "x": 75, "y": 0.307 }, { "x": 76, "y": 0.328 }, { "x": 77, "y": 0.35 }, { "x": 78, "y": 0.371 }, { "x": 79, "y": 0.393 }, { "x": 80, "y": 0.414 }, { "x": 81, "y": 0.436 }, { "x": 82, "y": 0.457 }, { "x": 83, "y": 0.477 }, { "x": 84, "y": 0.497 }, { "x": 85, "y": 0.517 }, { "x": 86, "y": 0.537 }, { "x": 87, "y": 0.557 }, { "x": 88, "y": 0.577 }, { "x": 89, "y": 0.598 }, { "x": 90, "y": 0.618 }, { "x": 91, "y": 0.638 }, { "x": 92, "y": 0.656 }, { "x": 93, "y": 0.672 }, { "x": 94, "y": 0.689 }, { "x": 95, "y": 0.705 }, { "x": 96, "y": 0.722 }, { "x": 97, "y": 0.738 }, { "x": 98, "y": 0.755 }, { "x": 99, "y": 0.771 }, { "x": 100, "y": 0.784 }, { "x": 101, "y": 0.796 }, { "x": 102, "y": 0.808 }, { "x": 103, "y": 0.82 }, { "x": 104, "y": 0.832 }, { "x": 105, "y": 0.845 }, { "x": 106, "y": 0.857 }, { "x": 107, "y": 0.867 }, { "x": 108, "y": 0.875 }, { "x": 109, "y": 0.884 }, { "x": 110, "y": 0.892 }, { "x": 111, "y": 0.901 } ] }, { "id": 63, "curve_id": "W4.54", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, C2, height as design parameter", "source_type": "Peer-reviewed", "source_abbrev": "Darestani & Shafieezadeh et al. (2019)", "source_detail": "Darestani, Y. M. and Shafieezadeh, A.: Multi-dimensional wind fragility functions for wood utility poles, Engineering Structures, 183, 937–948, https://doi.org/10.1016/j.engstruct.2019.01.048, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 4.3628375537737085, "sigma": 0.22026972035360565, "method": "Curve fitting", "mu_sigma_quality": 0.9999148369422719, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.363, σ=0.220, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 112, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0.01 }, { "x": 47, "y": 0.014 }, { "x": 48, "y": 0.019 }, { "x": 49, "y": 0.023 }, { "x": 50, "y": 0.028 }, { "x": 51, "y": 0.032 }, { "x": 52, "y": 0.036 }, { "x": 53, "y": 0.043 }, { "x": 54, "y": 0.049 }, { "x": 55, "y": 0.056 }, { "x": 56, "y": 0.062 }, { "x": 57, "y": 0.069 }, { "x": 58, "y": 0.084 }, { "x": 59, "y": 0.099 }, { "x": 60, "y": 0.114 }, { "x": 61, "y": 0.13 }, { "x": 62, "y": 0.147 }, { "x": 63, "y": 0.164 }, { "x": 64, "y": 0.181 }, { "x": 65, "y": 0.199 }, { "x": 66, "y": 0.216 }, { "x": 67, "y": 0.233 }, { "x": 68, "y": 0.253 }, { "x": 69, "y": 0.276 }, { "x": 70, "y": 0.3 }, { "x": 71, "y": 0.323 }, { "x": 72, "y": 0.347 }, { "x": 73, "y": 0.37 }, { "x": 74, "y": 0.394 }, { "x": 75, "y": 0.417 }, { "x": 76, "y": 0.439 }, { "x": 77, "y": 0.462 }, { "x": 78, "y": 0.485 }, { "x": 79, "y": 0.507 }, { "x": 80, "y": 0.53 }, { "x": 81, "y": 0.552 }, { "x": 82, "y": 0.575 }, { "x": 83, "y": 0.598 }, { "x": 84, "y": 0.621 }, { "x": 85, "y": 0.644 }, { "x": 86, "y": 0.667 }, { "x": 87, "y": 0.69 }, { "x": 88, "y": 0.709 }, { "x": 89, "y": 0.723 }, { "x": 90, "y": 0.736 }, { "x": 91, "y": 0.75 }, { "x": 92, "y": 0.764 }, { "x": 93, "y": 0.778 }, { "x": 94, "y": 0.791 }, { "x": 95, "y": 0.803 }, { "x": 96, "y": 0.816 }, { "x": 97, "y": 0.828 }, { "x": 98, "y": 0.84 }, { "x": 99, "y": 0.851 }, { "x": 100, "y": 0.863 }, { "x": 101, "y": 0.874 }, { "x": 102, "y": 0.885 }, { "x": 103, "y": 0.896 }, { "x": 104, "y": 0.903 }, { "x": 105, "y": 0.91 }, { "x": 106, "y": 0.916 }, { "x": 107, "y": 0.922 }, { "x": 108, "y": 0.928 }, { "x": 109, "y": 0.934 }, { "x": 110, "y": 0.94 }, { "x": 111, "y": 0.946 } ] }, { "id": 64, "curve_id": "W4.55", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, C3, height as design parameter", "source_type": "Peer-reviewed", "source_abbrev": "Darestani & Shafieezadeh et al. (2019)", "source_detail": "Darestani, Y. M. and Shafieezadeh, A.: Multi-dimensional wind fragility functions for wood utility poles, Engineering Structures, 183, 937–948, https://doi.org/10.1016/j.engstruct.2019.01.048, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 4.2901211537653454, "sigma": 0.22012714726137825, "method": "Curve fitting", "mu_sigma_quality": 0.99995815186469861, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.290, σ=0.220, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 112, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0.011 }, { "x": 45, "y": 0.016 }, { "x": 46, "y": 0.021 }, { "x": 47, "y": 0.026 }, { "x": 48, "y": 0.031 }, { "x": 49, "y": 0.039 }, { "x": 50, "y": 0.048 }, { "x": 51, "y": 0.057 }, { "x": 52, "y": 0.065 }, { "x": 53, "y": 0.074 }, { "x": 54, "y": 0.088 }, { "x": 55, "y": 0.102 }, { "x": 56, "y": 0.116 }, { "x": 57, "y": 0.13 }, { "x": 58, "y": 0.148 }, { "x": 59, "y": 0.167 }, { "x": 60, "y": 0.186 }, { "x": 61, "y": 0.207 }, { "x": 62, "y": 0.23 }, { "x": 63, "y": 0.252 }, { "x": 64, "y": 0.276 }, { "x": 65, "y": 0.302 }, { "x": 66, "y": 0.327 }, { "x": 67, "y": 0.352 }, { "x": 68, "y": 0.378 }, { "x": 69, "y": 0.402 }, { "x": 70, "y": 0.426 }, { "x": 71, "y": 0.45 }, { "x": 72, "y": 0.474 }, { "x": 73, "y": 0.498 }, { "x": 74, "y": 0.521 }, { "x": 75, "y": 0.545 }, { "x": 76, "y": 0.568 }, { "x": 77, "y": 0.591 }, { "x": 78, "y": 0.614 }, { "x": 79, "y": 0.638 }, { "x": 80, "y": 0.659 }, { "x": 81, "y": 0.68 }, { "x": 82, "y": 0.701 }, { "x": 83, "y": 0.719 }, { "x": 84, "y": 0.737 }, { "x": 85, "y": 0.755 }, { "x": 86, "y": 0.771 }, { "x": 87, "y": 0.787 }, { "x": 88, "y": 0.803 }, { "x": 89, "y": 0.819 }, { "x": 90, "y": 0.833 }, { "x": 91, "y": 0.844 }, { "x": 92, "y": 0.855 }, { "x": 93, "y": 0.866 }, { "x": 94, "y": 0.877 }, { "x": 95, "y": 0.886 }, { "x": 96, "y": 0.895 }, { "x": 97, "y": 0.904 }, { "x": 98, "y": 0.913 }, { "x": 99, "y": 0.922 }, { "x": 100, "y": 0.927 }, { "x": 101, "y": 0.932 }, { "x": 102, "y": 0.936 }, { "x": 103, "y": 0.941 }, { "x": 104, "y": 0.946 }, { "x": 105, "y": 0.951 }, { "x": 106, "y": 0.957 }, { "x": 107, "y": 0.964 }, { "x": 108, "y": 0.968 }, { "x": 109, "y": 0.97 }, { "x": 110, "y": 0.973 }, { "x": 111, "y": 0.975 } ] }, { "id": 65, "curve_id": "W4.56", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, C4, height as design parameter", "source_type": "Peer-reviewed", "source_abbrev": "Darestani & Shafieezadeh et al. (2019)", "source_detail": "Darestani, Y. M. and Shafieezadeh, A.: Multi-dimensional wind fragility functions for wood utility poles, Engineering Structures, 183, 937–948, https://doi.org/10.1016/j.engstruct.2019.01.048, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 4.2125220394196043, "sigma": 0.22344309438012741, "method": "Curve fitting", "mu_sigma_quality": 0.99991893052504788, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.213, σ=0.223, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 113, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0.02 }, { "x": 44, "y": 0.031 }, { "x": 45, "y": 0.04 }, { "x": 46, "y": 0.048 }, { "x": 47, "y": 0.058 }, { "x": 48, "y": 0.068 }, { "x": 49, "y": 0.081 }, { "x": 50, "y": 0.098 }, { "x": 51, "y": 0.115 }, { "x": 52, "y": 0.13 }, { "x": 53, "y": 0.145 }, { "x": 54, "y": 0.161 }, { "x": 55, "y": 0.178 }, { "x": 56, "y": 0.2 }, { "x": 57, "y": 0.223 }, { "x": 58, "y": 0.247 }, { "x": 59, "y": 0.271 }, { "x": 60, "y": 0.295 }, { "x": 61, "y": 0.32 }, { "x": 62, "y": 0.347 }, { "x": 63, "y": 0.373 }, { "x": 64, "y": 0.401 }, { "x": 65, "y": 0.429 }, { "x": 66, "y": 0.458 }, { "x": 67, "y": 0.487 }, { "x": 68, "y": 0.514 }, { "x": 69, "y": 0.539 }, { "x": 70, "y": 0.565 }, { "x": 71, "y": 0.591 }, { "x": 72, "y": 0.616 }, { "x": 73, "y": 0.637 }, { "x": 74, "y": 0.658 }, { "x": 75, "y": 0.68 }, { "x": 76, "y": 0.7 }, { "x": 77, "y": 0.721 }, { "x": 78, "y": 0.739 }, { "x": 79, "y": 0.755 }, { "x": 80, "y": 0.772 }, { "x": 81, "y": 0.788 }, { "x": 82, "y": 0.806 }, { "x": 83, "y": 0.824 }, { "x": 84, "y": 0.84 }, { "x": 85, "y": 0.85 }, { "x": 86, "y": 0.86 }, { "x": 87, "y": 0.871 }, { "x": 88, "y": 0.881 }, { "x": 89, "y": 0.891 }, { "x": 90, "y": 0.901 }, { "x": 91, "y": 0.91 }, { "x": 92, "y": 0.92 }, { "x": 93, "y": 0.927 }, { "x": 94, "y": 0.932 }, { "x": 95, "y": 0.937 }, { "x": 96, "y": 0.943 }, { "x": 97, "y": 0.948 }, { "x": 98, "y": 0.954 }, { "x": 99, "y": 0.959 }, { "x": 100, "y": 0.963 }, { "x": 101, "y": 0.968 }, { "x": 102, "y": 0.972 }, { "x": 103, "y": 0.976 }, { "x": 104, "y": 0.978 }, { "x": 105, "y": 0.979 }, { "x": 106, "y": 0.981 }, { "x": 107, "y": 0.983 }, { "x": 108, "y": 0.984 }, { "x": 109, "y": 0.986 }, { "x": 110, "y": 0.987 }, { "x": 111, "y": 0.988 }, { "x": 112, "y": 0.988 } ] }, { "id": 66, "curve_id": "W4.57", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, C5, height as design parameter", "source_type": "Peer-reviewed", "source_abbrev": "Darestani & Shafieezadeh et al. (2019)", "source_detail": "Darestani, Y. M. and Shafieezadeh, A.: Multi-dimensional wind fragility functions for wood utility poles, Engineering Structures, 183, 937–948, https://doi.org/10.1016/j.engstruct.2019.01.048, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 4.13501697925983, "sigma": 0.22098554138505996, "method": "Curve fitting", "mu_sigma_quality": 0.99990504339051145, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.135, σ=0.221, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 112, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0.016 }, { "x": 38, "y": 0.021 }, { "x": 39, "y": 0.026 }, { "x": 40, "y": 0.031 }, { "x": 41, "y": 0.039 }, { "x": 42, "y": 0.047 }, { "x": 43, "y": 0.055 }, { "x": 44, "y": 0.067 }, { "x": 45, "y": 0.079 }, { "x": 46, "y": 0.092 }, { "x": 47, "y": 0.106 }, { "x": 48, "y": 0.121 }, { "x": 49, "y": 0.136 }, { "x": 50, "y": 0.156 }, { "x": 51, "y": 0.179 }, { "x": 52, "y": 0.203 }, { "x": 53, "y": 0.229 }, { "x": 54, "y": 0.255 }, { "x": 55, "y": 0.282 }, { "x": 56, "y": 0.309 }, { "x": 57, "y": 0.337 }, { "x": 58, "y": 0.364 }, { "x": 59, "y": 0.392 }, { "x": 60, "y": 0.42 }, { "x": 61, "y": 0.45 }, { "x": 62, "y": 0.479 }, { "x": 63, "y": 0.508 }, { "x": 64, "y": 0.537 }, { "x": 65, "y": 0.566 }, { "x": 66, "y": 0.594 }, { "x": 67, "y": 0.621 }, { "x": 68, "y": 0.649 }, { "x": 69, "y": 0.675 }, { "x": 70, "y": 0.695 }, { "x": 71, "y": 0.715 }, { "x": 72, "y": 0.736 }, { "x": 73, "y": 0.756 }, { "x": 74, "y": 0.778 }, { "x": 75, "y": 0.799 }, { "x": 76, "y": 0.819 }, { "x": 77, "y": 0.833 }, { "x": 78, "y": 0.847 }, { "x": 79, "y": 0.861 }, { "x": 80, "y": 0.875 }, { "x": 81, "y": 0.887 }, { "x": 82, "y": 0.895 }, { "x": 83, "y": 0.903 }, { "x": 84, "y": 0.911 }, { "x": 85, "y": 0.919 }, { "x": 86, "y": 0.927 }, { "x": 87, "y": 0.935 }, { "x": 88, "y": 0.941 }, { "x": 89, "y": 0.947 }, { "x": 90, "y": 0.953 }, { "x": 91, "y": 0.959 }, { "x": 92, "y": 0.963 }, { "x": 93, "y": 0.967 }, { "x": 94, "y": 0.971 }, { "x": 95, "y": 0.975 }, { "x": 96, "y": 0.979 }, { "x": 97, "y": 0.98 }, { "x": 98, "y": 0.981 }, { "x": 99, "y": 0.982 }, { "x": 100, "y": 0.983 }, { "x": 101, "y": 0.984 }, { "x": 102, "y": 0.986 }, { "x": 103, "y": 0.988 }, { "x": 104, "y": 0.99 }, { "x": 105, "y": 0.992 }, { "x": 106, "y": 0.992 }, { "x": 107, "y": 0.992 }, { "x": 108, "y": 0.992 }, { "x": 109, "y": 0.993 }, { "x": 110, "y": 0.994 }, { "x": 111, "y": 0.995 } ] }, { "id": 67, "curve_id": "W4.58", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, C6, height as design parameter", "source_type": "Peer-reviewed", "source_abbrev": "Darestani & Shafieezadeh et al. (2019)", "source_detail": "Darestani, Y. M. and Shafieezadeh, A.: Multi-dimensional wind fragility functions for wood utility poles, Engineering Structures, 183, 937–948, https://doi.org/10.1016/j.engstruct.2019.01.048, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 4.0499501552186814, "sigma": 0.23636313360520042, "method": "Curve fitting", "mu_sigma_quality": 0.99991758991589708, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.050, σ=0.236, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 112, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0.007 }, { "x": 35, "y": 0.012 }, { "x": 36, "y": 0.017 }, { "x": 37, "y": 0.023 }, { "x": 38, "y": 0.035 }, { "x": 39, "y": 0.046 }, { "x": 40, "y": 0.058 }, { "x": 41, "y": 0.074 }, { "x": 42, "y": 0.091 }, { "x": 43, "y": 0.11 }, { "x": 44, "y": 0.131 }, { "x": 45, "y": 0.152 }, { "x": 46, "y": 0.173 }, { "x": 47, "y": 0.194 }, { "x": 48, "y": 0.219 }, { "x": 49, "y": 0.249 }, { "x": 50, "y": 0.279 }, { "x": 51, "y": 0.309 }, { "x": 52, "y": 0.34 }, { "x": 53, "y": 0.372 }, { "x": 54, "y": 0.405 }, { "x": 55, "y": 0.436 }, { "x": 56, "y": 0.465 }, { "x": 57, "y": 0.493 }, { "x": 58, "y": 0.522 }, { "x": 59, "y": 0.55 }, { "x": 60, "y": 0.577 }, { "x": 61, "y": 0.603 }, { "x": 62, "y": 0.63 }, { "x": 63, "y": 0.655 }, { "x": 64, "y": 0.679 }, { "x": 65, "y": 0.702 }, { "x": 66, "y": 0.726 }, { "x": 67, "y": 0.745 }, { "x": 68, "y": 0.76 }, { "x": 69, "y": 0.776 }, { "x": 70, "y": 0.792 }, { "x": 71, "y": 0.807 }, { "x": 72, "y": 0.823 }, { "x": 73, "y": 0.838 }, { "x": 74, "y": 0.854 }, { "x": 75, "y": 0.87 }, { "x": 76, "y": 0.883 }, { "x": 77, "y": 0.893 }, { "x": 78, "y": 0.903 }, { "x": 79, "y": 0.914 }, { "x": 80, "y": 0.924 }, { "x": 81, "y": 0.931 }, { "x": 82, "y": 0.938 }, { "x": 83, "y": 0.944 }, { "x": 84, "y": 0.95 }, { "x": 85, "y": 0.956 }, { "x": 86, "y": 0.96 }, { "x": 87, "y": 0.962 }, { "x": 88, "y": 0.965 }, { "x": 89, "y": 0.967 }, { "x": 90, "y": 0.969 }, { "x": 91, "y": 0.971 }, { "x": 92, "y": 0.973 }, { "x": 93, "y": 0.975 }, { "x": 94, "y": 0.977 }, { "x": 95, "y": 0.978 }, { "x": 96, "y": 0.98 }, { "x": 97, "y": 0.981 }, { "x": 98, "y": 0.983 }, { "x": 99, "y": 0.984 }, { "x": 100, "y": 0.986 }, { "x": 101, "y": 0.987 }, { "x": 102, "y": 0.988 }, { "x": 103, "y": 0.989 }, { "x": 104, "y": 0.99 }, { "x": 105, "y": 0.99 }, { "x": 106, "y": 0.991 }, { "x": 107, "y": 0.991 }, { "x": 108, "y": 0.993 }, { "x": 109, "y": 0.995 }, { "x": 110, "y": 0.997 }, { "x": 111, "y": 0.999 } ] }, { "id": 68, "curve_id": "W4.59", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, C7, height as design parameter", "source_type": "Peer-reviewed", "source_abbrev": "Darestani & Shafieezadeh et al. (2019)", "source_detail": "Darestani, Y. M. and Shafieezadeh, A.: Multi-dimensional wind fragility functions for wood utility poles, Engineering Structures, 183, 937–948, https://doi.org/10.1016/j.engstruct.2019.01.048, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.9959478559998556, "sigma": 0.22510973834264197, "method": "Curve fitting", "mu_sigma_quality": 0.99994283096080294, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.996, σ=0.225, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 113, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0.02 }, { "x": 35, "y": 0.027 }, { "x": 36, "y": 0.033 }, { "x": 37, "y": 0.044 }, { "x": 38, "y": 0.058 }, { "x": 39, "y": 0.072 }, { "x": 40, "y": 0.09 }, { "x": 41, "y": 0.111 }, { "x": 42, "y": 0.132 }, { "x": 43, "y": 0.153 }, { "x": 44, "y": 0.175 }, { "x": 45, "y": 0.196 }, { "x": 46, "y": 0.227 }, { "x": 47, "y": 0.258 }, { "x": 48, "y": 0.29 }, { "x": 49, "y": 0.321 }, { "x": 50, "y": 0.352 }, { "x": 51, "y": 0.383 }, { "x": 52, "y": 0.416 }, { "x": 53, "y": 0.45 }, { "x": 54, "y": 0.485 }, { "x": 55, "y": 0.519 }, { "x": 56, "y": 0.554 }, { "x": 57, "y": 0.588 }, { "x": 58, "y": 0.619 }, { "x": 59, "y": 0.645 }, { "x": 60, "y": 0.67 }, { "x": 61, "y": 0.695 }, { "x": 62, "y": 0.72 }, { "x": 63, "y": 0.746 }, { "x": 64, "y": 0.771 }, { "x": 65, "y": 0.79 }, { "x": 66, "y": 0.806 }, { "x": 67, "y": 0.821 }, { "x": 68, "y": 0.836 }, { "x": 69, "y": 0.852 }, { "x": 70, "y": 0.866 }, { "x": 71, "y": 0.878 }, { "x": 72, "y": 0.891 }, { "x": 73, "y": 0.902 }, { "x": 74, "y": 0.91 }, { "x": 75, "y": 0.919 }, { "x": 76, "y": 0.927 }, { "x": 77, "y": 0.935 }, { "x": 78, "y": 0.944 }, { "x": 79, "y": 0.95 }, { "x": 80, "y": 0.956 }, { "x": 81, "y": 0.962 }, { "x": 82, "y": 0.969 }, { "x": 83, "y": 0.975 }, { "x": 84, "y": 0.98 }, { "x": 85, "y": 0.981 }, { "x": 86, "y": 0.983 }, { "x": 87, "y": 0.984 }, { "x": 88, "y": 0.986 }, { "x": 89, "y": 0.987 }, { "x": 90, "y": 0.989 }, { "x": 91, "y": 0.991 }, { "x": 92, "y": 0.993 }, { "x": 93, "y": 0.995 }, { "x": 94, "y": 0.997 }, { "x": 95, "y": 0.999 }, { "x": 96, "y": 1 }, { "x": 97, "y": 1 }, { "x": 98, "y": 1 }, { "x": 99, "y": 1 }, { "x": 100, "y": 1 }, { "x": 101, "y": 1 }, { "x": 102, "y": 1 }, { "x": 103, "y": 1 }, { "x": 104, "y": 1 }, { "x": 105, "y": 1 }, { "x": 106, "y": 1 }, { "x": 107, "y": 1 }, { "x": 108, "y": 1 }, { "x": 109, "y": 1 }, { "x": 110, "y": 1 }, { "x": 111, "y": 1 }, { "x": 112, "y": 1 } ] }, { "id": 69, "curve_id": "W4.6", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern Pine pole; Design class 2; age 10; Typical timber, consists of a solid pole, three conductors one neutral wire and one communication wire. Height of 13.7m. ", "source_type": "Peer-reviewed", "source_abbrev": "Bjarnadottir et al. (2013)", "source_detail": "Bjarnadottir, S., Li, Y., and Stewart, M. G.: Hurricane Risk Assessment of Power Distribution Poles Considering Impacts of a Changing Climate, J. Infrastruct. Syst., 19, 12–24, https://doi.org/10.1061/(ASCE)IS.1943-555X.0000108, 2013.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.9113782811902258, "sigma": 0.14597768085080126, "method": "Curve fitting", "mu_sigma_quality": 0.9999476057434088, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.911, σ=0.146, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 98, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0.0005 }, { "x": 31, "y": 0.0017 }, { "x": 32, "y": 0.0033 }, { "x": 33, "y": 0.0052 }, { "x": 34, "y": 0.0075 }, { "x": 35, "y": 0.0101 }, { "x": 36, "y": 0.0131 }, { "x": 37, "y": 0.0179 }, { "x": 38, "y": 0.0285 }, { "x": 39, "y": 0.043 }, { "x": 40, "y": 0.0668 }, { "x": 41, "y": 0.0959 }, { "x": 42, "y": 0.1227 }, { "x": 43, "y": 0.1513 }, { "x": 44, "y": 0.1876 }, { "x": 45, "y": 0.2336 }, { "x": 46, "y": 0.2822 }, { "x": 47, "y": 0.333 }, { "x": 48, "y": 0.386 }, { "x": 49, "y": 0.4412 }, { "x": 50, "y": 0.5007 }, { "x": 51, "y": 0.5609 }, { "x": 52, "y": 0.6171 }, { "x": 53, "y": 0.6649 }, { "x": 54, "y": 0.7052 }, { "x": 55, "y": 0.7426 }, { "x": 56, "y": 0.7817 }, { "x": 57, "y": 0.8215 }, { "x": 58, "y": 0.8475 }, { "x": 59, "y": 0.8687 }, { "x": 60, "y": 0.8888 }, { "x": 61, "y": 0.9072 }, { "x": 62, "y": 0.9244 }, { "x": 63, "y": 0.941 }, { "x": 64, "y": 0.9596 }, { "x": 65, "y": 0.9728 }, { "x": 66, "y": 0.9767 }, { "x": 67, "y": 0.9794 }, { "x": 68, "y": 0.9813 }, { "x": 69, "y": 0.9829 }, { "x": 70, "y": 0.9846 }, { "x": 71, "y": 0.9867 }, { "x": 72, "y": 0.9889 }, { "x": 73, "y": 0.9911 }, { "x": 74, "y": 0.993 }, { "x": 75, "y": 0.9945 }, { "x": 76, "y": 0.9954 }, { "x": 77, "y": 0.9957 }, { "x": 78, "y": 0.9959 }, { "x": 79, "y": 0.9961 }, { "x": 80, "y": 0.9963 }, { "x": 81, "y": 0.9964 }, { "x": 82, "y": 0.9966 }, { "x": 83, "y": 0.9968 }, { "x": 84, "y": 0.9969 }, { "x": 85, "y": 0.997 }, { "x": 86, "y": 0.9971 }, { "x": 87, "y": 0.9973 }, { "x": 88, "y": 0.9973 }, { "x": 89, "y": 0.9974 }, { "x": 90, "y": 0.9975 }, { "x": 91, "y": 0.9976 }, { "x": 92, "y": 0.9976 }, { "x": 93, "y": 0.9976 }, { "x": 94, "y": 0.9977 }, { "x": 95, "y": 0.9977 }, { "x": 96, "y": 0.9977 }, { "x": 97, "y": 0.9977 } ] }, { "id": 70, "curve_id": "W4.60", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, C1, height as uncertain", "source_type": "Peer-reviewed", "source_abbrev": "Darestani & Shafieezadeh et al. (2019)", "source_detail": "Darestani, Y. M. and Shafieezadeh, A.: Multi-dimensional wind fragility functions for wood utility poles, Engineering Structures, 183, 937–948, https://doi.org/10.1016/j.engstruct.2019.01.048, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 4.3032452646056338, "sigma": 0.25706796438296164, "method": "Curve fitting", "mu_sigma_quality": 0.999680330478596, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.303, σ=0.257, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 112, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0.018 }, { "x": 43, "y": 0.022 }, { "x": 44, "y": 0.026 }, { "x": 45, "y": 0.031 }, { "x": 46, "y": 0.038 }, { "x": 47, "y": 0.048 }, { "x": 48, "y": 0.058 }, { "x": 49, "y": 0.068 }, { "x": 50, "y": 0.077 }, { "x": 51, "y": 0.087 }, { "x": 52, "y": 0.097 }, { "x": 53, "y": 0.107 }, { "x": 54, "y": 0.118 }, { "x": 55, "y": 0.13 }, { "x": 56, "y": 0.143 }, { "x": 57, "y": 0.156 }, { "x": 58, "y": 0.169 }, { "x": 59, "y": 0.185 }, { "x": 60, "y": 0.206 }, { "x": 61, "y": 0.227 }, { "x": 62, "y": 0.249 }, { "x": 63, "y": 0.27 }, { "x": 64, "y": 0.291 }, { "x": 65, "y": 0.312 }, { "x": 66, "y": 0.334 }, { "x": 67, "y": 0.355 }, { "x": 68, "y": 0.376 }, { "x": 69, "y": 0.398 }, { "x": 70, "y": 0.417 }, { "x": 71, "y": 0.437 }, { "x": 72, "y": 0.456 }, { "x": 73, "y": 0.475 }, { "x": 74, "y": 0.494 }, { "x": 75, "y": 0.514 }, { "x": 76, "y": 0.533 }, { "x": 77, "y": 0.552 }, { "x": 78, "y": 0.571 }, { "x": 79, "y": 0.59 }, { "x": 80, "y": 0.61 }, { "x": 81, "y": 0.628 }, { "x": 82, "y": 0.645 }, { "x": 83, "y": 0.663 }, { "x": 84, "y": 0.681 }, { "x": 85, "y": 0.698 }, { "x": 86, "y": 0.716 }, { "x": 87, "y": 0.733 }, { "x": 88, "y": 0.751 }, { "x": 89, "y": 0.769 }, { "x": 90, "y": 0.782 }, { "x": 91, "y": 0.793 }, { "x": 92, "y": 0.804 }, { "x": 93, "y": 0.816 }, { "x": 94, "y": 0.827 }, { "x": 95, "y": 0.838 }, { "x": 96, "y": 0.849 }, { "x": 97, "y": 0.858 }, { "x": 98, "y": 0.867 }, { "x": 99, "y": 0.877 }, { "x": 100, "y": 0.886 }, { "x": 101, "y": 0.895 }, { "x": 102, "y": 0.905 }, { "x": 103, "y": 0.914 }, { "x": 104, "y": 0.92 }, { "x": 105, "y": 0.925 }, { "x": 106, "y": 0.93 }, { "x": 107, "y": 0.936 }, { "x": 108, "y": 0.941 }, { "x": 109, "y": 0.946 }, { "x": 110, "y": 0.952 }, { "x": 111, "y": 0.957 } ] }, { "id": 71, "curve_id": "W4.61", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, C2, height asuncertain", "source_type": "Peer-reviewed", "source_abbrev": "Darestani & Shafieezadeh et al. (2019)", "source_detail": "Darestani, Y. M. and Shafieezadeh, A.: Multi-dimensional wind fragility functions for wood utility poles, Engineering Structures, 183, 937–948, https://doi.org/10.1016/j.engstruct.2019.01.048, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 4.382279389174573, "sigma": 0.22928013608631129, "method": "Curve fitting", "mu_sigma_quality": 0.99992881561927915, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.382, σ=0.229, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 111, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0.005 }, { "x": 46, "y": 0.008 }, { "x": 47, "y": 0.01 }, { "x": 48, "y": 0.013 }, { "x": 49, "y": 0.016 }, { "x": 50, "y": 0.021 }, { "x": 51, "y": 0.026 }, { "x": 52, "y": 0.031 }, { "x": 53, "y": 0.039 }, { "x": 54, "y": 0.048 }, { "x": 55, "y": 0.056 }, { "x": 56, "y": 0.065 }, { "x": 57, "y": 0.074 }, { "x": 58, "y": 0.083 }, { "x": 59, "y": 0.093 }, { "x": 60, "y": 0.104 }, { "x": 61, "y": 0.12 }, { "x": 62, "y": 0.136 }, { "x": 63, "y": 0.153 }, { "x": 64, "y": 0.168 }, { "x": 65, "y": 0.184 }, { "x": 66, "y": 0.2 }, { "x": 67, "y": 0.217 }, { "x": 68, "y": 0.234 }, { "x": 69, "y": 0.252 }, { "x": 70, "y": 0.272 }, { "x": 71, "y": 0.295 }, { "x": 72, "y": 0.318 }, { "x": 73, "y": 0.341 }, { "x": 74, "y": 0.364 }, { "x": 75, "y": 0.387 }, { "x": 76, "y": 0.41 }, { "x": 77, "y": 0.431 }, { "x": 78, "y": 0.453 }, { "x": 79, "y": 0.475 }, { "x": 80, "y": 0.497 }, { "x": 81, "y": 0.519 }, { "x": 82, "y": 0.542 }, { "x": 83, "y": 0.566 }, { "x": 84, "y": 0.589 }, { "x": 85, "y": 0.613 }, { "x": 86, "y": 0.631 }, { "x": 87, "y": 0.648 }, { "x": 88, "y": 0.665 }, { "x": 89, "y": 0.682 }, { "x": 90, "y": 0.699 }, { "x": 91, "y": 0.716 }, { "x": 92, "y": 0.731 }, { "x": 93, "y": 0.745 }, { "x": 94, "y": 0.76 }, { "x": 95, "y": 0.775 }, { "x": 96, "y": 0.789 }, { "x": 97, "y": 0.8 }, { "x": 98, "y": 0.811 }, { "x": 99, "y": 0.822 }, { "x": 100, "y": 0.833 }, { "x": 101, "y": 0.843 }, { "x": 102, "y": 0.853 }, { "x": 103, "y": 0.862 }, { "x": 104, "y": 0.872 }, { "x": 105, "y": 0.88 }, { "x": 106, "y": 0.886 }, { "x": 107, "y": 0.893 }, { "x": 108, "y": 0.9 }, { "x": 109, "y": 0.907 }, { "x": 110, "y": 0.914 } ] }, { "id": 72, "curve_id": "W4.62", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, C3, height as uncertain", "source_type": "Peer-reviewed", "source_abbrev": "Darestani & Shafieezadeh et al. (2019)", "source_detail": "Darestani, Y. M. and Shafieezadeh, A.: Multi-dimensional wind fragility functions for wood utility poles, Engineering Structures, 183, 937–948, https://doi.org/10.1016/j.engstruct.2019.01.048, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 4.382279389174573, "sigma": 0.22928013608631129, "method": "Curve fitting", "mu_sigma_quality": 0.99992881561927915, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.382, σ=0.229, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 111, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0.005 }, { "x": 46, "y": 0.008 }, { "x": 47, "y": 0.01 }, { "x": 48, "y": 0.013 }, { "x": 49, "y": 0.016 }, { "x": 50, "y": 0.021 }, { "x": 51, "y": 0.026 }, { "x": 52, "y": 0.031 }, { "x": 53, "y": 0.039 }, { "x": 54, "y": 0.048 }, { "x": 55, "y": 0.056 }, { "x": 56, "y": 0.065 }, { "x": 57, "y": 0.074 }, { "x": 58, "y": 0.083 }, { "x": 59, "y": 0.093 }, { "x": 60, "y": 0.104 }, { "x": 61, "y": 0.12 }, { "x": 62, "y": 0.136 }, { "x": 63, "y": 0.153 }, { "x": 64, "y": 0.168 }, { "x": 65, "y": 0.184 }, { "x": 66, "y": 0.2 }, { "x": 67, "y": 0.217 }, { "x": 68, "y": 0.234 }, { "x": 69, "y": 0.252 }, { "x": 70, "y": 0.272 }, { "x": 71, "y": 0.295 }, { "x": 72, "y": 0.318 }, { "x": 73, "y": 0.341 }, { "x": 74, "y": 0.364 }, { "x": 75, "y": 0.387 }, { "x": 76, "y": 0.41 }, { "x": 77, "y": 0.431 }, { "x": 78, "y": 0.453 }, { "x": 79, "y": 0.475 }, { "x": 80, "y": 0.497 }, { "x": 81, "y": 0.519 }, { "x": 82, "y": 0.542 }, { "x": 83, "y": 0.566 }, { "x": 84, "y": 0.589 }, { "x": 85, "y": 0.613 }, { "x": 86, "y": 0.631 }, { "x": 87, "y": 0.648 }, { "x": 88, "y": 0.665 }, { "x": 89, "y": 0.682 }, { "x": 90, "y": 0.699 }, { "x": 91, "y": 0.716 }, { "x": 92, "y": 0.731 }, { "x": 93, "y": 0.745 }, { "x": 94, "y": 0.76 }, { "x": 95, "y": 0.775 }, { "x": 96, "y": 0.789 }, { "x": 97, "y": 0.8 }, { "x": 98, "y": 0.811 }, { "x": 99, "y": 0.822 }, { "x": 100, "y": 0.833 }, { "x": 101, "y": 0.843 }, { "x": 102, "y": 0.853 }, { "x": 103, "y": 0.862 }, { "x": 104, "y": 0.872 }, { "x": 105, "y": 0.88 }, { "x": 106, "y": 0.886 }, { "x": 107, "y": 0.893 }, { "x": 108, "y": 0.9 }, { "x": 109, "y": 0.907 }, { "x": 110, "y": 0.914 } ] }, { "id": 73, "curve_id": "W4.63", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, C4, height as uncertain", "source_type": "Peer-reviewed", "source_abbrev": "Darestani & Shafieezadeh et al. (2019)", "source_detail": "Darestani, Y. M. and Shafieezadeh, A.: Multi-dimensional wind fragility functions for wood utility poles, Engineering Structures, 183, 937–948, https://doi.org/10.1016/j.engstruct.2019.01.048, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 4.3639835208324058, "sigma": 0.22700173275651897, "method": "Curve fitting", "mu_sigma_quality": 0.99997414085907166, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.364, σ=0.227, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 113, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0.01 }, { "x": 48, "y": 0.014 }, { "x": 49, "y": 0.018 }, { "x": 50, "y": 0.022 }, { "x": 51, "y": 0.026 }, { "x": 52, "y": 0.03 }, { "x": 53, "y": 0.037 }, { "x": 54, "y": 0.047 }, { "x": 55, "y": 0.057 }, { "x": 56, "y": 0.067 }, { "x": 57, "y": 0.08 }, { "x": 58, "y": 0.093 }, { "x": 59, "y": 0.106 }, { "x": 60, "y": 0.119 }, { "x": 61, "y": 0.132 }, { "x": 62, "y": 0.147 }, { "x": 63, "y": 0.165 }, { "x": 64, "y": 0.183 }, { "x": 65, "y": 0.201 }, { "x": 66, "y": 0.219 }, { "x": 67, "y": 0.241 }, { "x": 68, "y": 0.263 }, { "x": 69, "y": 0.285 }, { "x": 70, "y": 0.307 }, { "x": 71, "y": 0.329 }, { "x": 72, "y": 0.352 }, { "x": 73, "y": 0.374 }, { "x": 74, "y": 0.397 }, { "x": 75, "y": 0.419 }, { "x": 76, "y": 0.442 }, { "x": 77, "y": 0.464 }, { "x": 78, "y": 0.487 }, { "x": 79, "y": 0.509 }, { "x": 80, "y": 0.532 }, { "x": 81, "y": 0.554 }, { "x": 82, "y": 0.575 }, { "x": 83, "y": 0.595 }, { "x": 84, "y": 0.615 }, { "x": 85, "y": 0.635 }, { "x": 86, "y": 0.655 }, { "x": 87, "y": 0.675 }, { "x": 88, "y": 0.694 }, { "x": 89, "y": 0.71 }, { "x": 90, "y": 0.725 }, { "x": 91, "y": 0.741 }, { "x": 92, "y": 0.756 }, { "x": 93, "y": 0.771 }, { "x": 94, "y": 0.784 }, { "x": 95, "y": 0.798 }, { "x": 96, "y": 0.812 }, { "x": 97, "y": 0.825 }, { "x": 98, "y": 0.836 }, { "x": 99, "y": 0.846 }, { "x": 100, "y": 0.856 }, { "x": 101, "y": 0.866 }, { "x": 102, "y": 0.875 }, { "x": 103, "y": 0.882 }, { "x": 104, "y": 0.89 }, { "x": 105, "y": 0.897 }, { "x": 106, "y": 0.905 }, { "x": 107, "y": 0.912 }, { "x": 108, "y": 0.919 }, { "x": 109, "y": 0.924 }, { "x": 110, "y": 0.929 }, { "x": 111, "y": 0.933 }, { "x": 112, "y": 0.938 } ] }, { "id": 74, "curve_id": "W4.64", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, C5, height as uncertain", "source_type": "Peer-reviewed", "source_abbrev": "Darestani & Shafieezadeh et al. (2019)", "source_detail": "Darestani, Y. M. and Shafieezadeh, A.: Multi-dimensional wind fragility functions for wood utility poles, Engineering Structures, 183, 937–948, https://doi.org/10.1016/j.engstruct.2019.01.048, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 4.3322455460296894, "sigma": 0.22587821778110651, "method": "Curve fitting", "mu_sigma_quality": 0.99986714147796507, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.332, σ=0.226, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 113, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0.015 }, { "x": 47, "y": 0.022 }, { "x": 48, "y": 0.028 }, { "x": 49, "y": 0.035 }, { "x": 50, "y": 0.041 }, { "x": 51, "y": 0.048 }, { "x": 52, "y": 0.055 }, { "x": 53, "y": 0.065 }, { "x": 54, "y": 0.075 }, { "x": 55, "y": 0.084 }, { "x": 56, "y": 0.094 }, { "x": 57, "y": 0.105 }, { "x": 58, "y": 0.12 }, { "x": 59, "y": 0.134 }, { "x": 60, "y": 0.149 }, { "x": 61, "y": 0.163 }, { "x": 62, "y": 0.181 }, { "x": 63, "y": 0.201 }, { "x": 64, "y": 0.221 }, { "x": 65, "y": 0.24 }, { "x": 66, "y": 0.26 }, { "x": 67, "y": 0.28 }, { "x": 68, "y": 0.302 }, { "x": 69, "y": 0.326 }, { "x": 70, "y": 0.35 }, { "x": 71, "y": 0.373 }, { "x": 72, "y": 0.397 }, { "x": 73, "y": 0.421 }, { "x": 74, "y": 0.446 }, { "x": 75, "y": 0.47 }, { "x": 76, "y": 0.495 }, { "x": 77, "y": 0.52 }, { "x": 78, "y": 0.545 }, { "x": 79, "y": 0.57 }, { "x": 80, "y": 0.591 }, { "x": 81, "y": 0.611 }, { "x": 82, "y": 0.632 }, { "x": 83, "y": 0.653 }, { "x": 84, "y": 0.673 }, { "x": 85, "y": 0.69 }, { "x": 86, "y": 0.704 }, { "x": 87, "y": 0.719 }, { "x": 88, "y": 0.733 }, { "x": 89, "y": 0.748 }, { "x": 90, "y": 0.765 }, { "x": 91, "y": 0.783 }, { "x": 92, "y": 0.801 }, { "x": 93, "y": 0.819 }, { "x": 94, "y": 0.829 }, { "x": 95, "y": 0.839 }, { "x": 96, "y": 0.849 }, { "x": 97, "y": 0.859 }, { "x": 98, "y": 0.869 }, { "x": 99, "y": 0.88 }, { "x": 100, "y": 0.892 }, { "x": 101, "y": 0.904 }, { "x": 102, "y": 0.909 }, { "x": 103, "y": 0.913 }, { "x": 104, "y": 0.918 }, { "x": 105, "y": 0.923 }, { "x": 106, "y": 0.929 }, { "x": 107, "y": 0.935 }, { "x": 108, "y": 0.941 }, { "x": 109, "y": 0.947 }, { "x": 110, "y": 0.95 }, { "x": 111, "y": 0.953 }, { "x": 112, "y": 0.955 } ] }, { "id": 75, "curve_id": "W4.65", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, C6, height as uncertain", "source_type": "Peer-reviewed", "source_abbrev": "Darestani & Shafieezadeh et al. (2019)", "source_detail": "Darestani, Y. M. and Shafieezadeh, A.: Multi-dimensional wind fragility functions for wood utility poles, Engineering Structures, 183, 937–948, https://doi.org/10.1016/j.engstruct.2019.01.048, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 4.2883337341546035, "sigma": 0.23057295598741215, "method": "Curve fitting", "mu_sigma_quality": 0.999918054895092, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.288, σ=0.231, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 111, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0.017 }, { "x": 46, "y": 0.024 }, { "x": 47, "y": 0.03 }, { "x": 48, "y": 0.037 }, { "x": 49, "y": 0.043 }, { "x": 50, "y": 0.051 }, { "x": 51, "y": 0.062 }, { "x": 52, "y": 0.074 }, { "x": 53, "y": 0.086 }, { "x": 54, "y": 0.098 }, { "x": 55, "y": 0.115 }, { "x": 56, "y": 0.133 }, { "x": 57, "y": 0.151 }, { "x": 58, "y": 0.169 }, { "x": 59, "y": 0.187 }, { "x": 60, "y": 0.205 }, { "x": 61, "y": 0.224 }, { "x": 62, "y": 0.243 }, { "x": 63, "y": 0.262 }, { "x": 64, "y": 0.281 }, { "x": 65, "y": 0.305 }, { "x": 66, "y": 0.33 }, { "x": 67, "y": 0.355 }, { "x": 68, "y": 0.38 }, { "x": 69, "y": 0.404 }, { "x": 70, "y": 0.429 }, { "x": 71, "y": 0.454 }, { "x": 72, "y": 0.478 }, { "x": 73, "y": 0.502 }, { "x": 74, "y": 0.527 }, { "x": 75, "y": 0.551 }, { "x": 76, "y": 0.575 }, { "x": 77, "y": 0.599 }, { "x": 78, "y": 0.619 }, { "x": 79, "y": 0.637 }, { "x": 80, "y": 0.656 }, { "x": 81, "y": 0.674 }, { "x": 82, "y": 0.692 }, { "x": 83, "y": 0.71 }, { "x": 84, "y": 0.728 }, { "x": 85, "y": 0.746 }, { "x": 86, "y": 0.764 }, { "x": 87, "y": 0.782 }, { "x": 88, "y": 0.796 }, { "x": 89, "y": 0.809 }, { "x": 90, "y": 0.822 }, { "x": 91, "y": 0.835 }, { "x": 92, "y": 0.848 }, { "x": 93, "y": 0.858 }, { "x": 94, "y": 0.868 }, { "x": 95, "y": 0.878 }, { "x": 96, "y": 0.888 }, { "x": 97, "y": 0.897 }, { "x": 98, "y": 0.904 }, { "x": 99, "y": 0.911 }, { "x": 100, "y": 0.918 }, { "x": 101, "y": 0.925 }, { "x": 102, "y": 0.932 }, { "x": 103, "y": 0.935 }, { "x": 104, "y": 0.938 }, { "x": 105, "y": 0.941 }, { "x": 106, "y": 0.944 }, { "x": 107, "y": 0.947 }, { "x": 108, "y": 0.951 }, { "x": 109, "y": 0.955 }, { "x": 110, "y": 0.96 } ] }, { "id": 76, "curve_id": "W4.66", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, C7, height as uncertain", "source_type": "Peer-reviewed", "source_abbrev": "Darestani & Shafieezadeh et al. (2019)", "source_detail": "Darestani, Y. M. and Shafieezadeh, A.: Multi-dimensional wind fragility functions for wood utility poles, Engineering Structures, 183, 937–948, https://doi.org/10.1016/j.engstruct.2019.01.048, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 4.221196617778662, "sigma": 0.23500032661740222, "method": "Curve fitting", "mu_sigma_quality": 0.99991766426324036, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.221, σ=0.235, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 112, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0.014 }, { "x": 39, "y": 0.018 }, { "x": 40, "y": 0.021 }, { "x": 41, "y": 0.025 }, { "x": 42, "y": 0.029 }, { "x": 43, "y": 0.032 }, { "x": 44, "y": 0.041 }, { "x": 45, "y": 0.049 }, { "x": 46, "y": 0.058 }, { "x": 47, "y": 0.066 }, { "x": 48, "y": 0.075 }, { "x": 49, "y": 0.083 }, { "x": 50, "y": 0.092 }, { "x": 51, "y": 0.109 }, { "x": 52, "y": 0.127 }, { "x": 53, "y": 0.146 }, { "x": 54, "y": 0.164 }, { "x": 55, "y": 0.182 }, { "x": 56, "y": 0.203 }, { "x": 57, "y": 0.225 }, { "x": 58, "y": 0.247 }, { "x": 59, "y": 0.27 }, { "x": 60, "y": 0.292 }, { "x": 61, "y": 0.315 }, { "x": 62, "y": 0.337 }, { "x": 63, "y": 0.364 }, { "x": 64, "y": 0.391 }, { "x": 65, "y": 0.418 }, { "x": 66, "y": 0.445 }, { "x": 67, "y": 0.471 }, { "x": 68, "y": 0.498 }, { "x": 69, "y": 0.525 }, { "x": 70, "y": 0.547 }, { "x": 71, "y": 0.568 }, { "x": 72, "y": 0.59 }, { "x": 73, "y": 0.612 }, { "x": 74, "y": 0.633 }, { "x": 75, "y": 0.655 }, { "x": 76, "y": 0.677 }, { "x": 77, "y": 0.698 }, { "x": 78, "y": 0.718 }, { "x": 79, "y": 0.735 }, { "x": 80, "y": 0.752 }, { "x": 81, "y": 0.769 }, { "x": 82, "y": 0.786 }, { "x": 83, "y": 0.803 }, { "x": 84, "y": 0.818 }, { "x": 85, "y": 0.829 }, { "x": 86, "y": 0.84 }, { "x": 87, "y": 0.852 }, { "x": 88, "y": 0.863 }, { "x": 89, "y": 0.874 }, { "x": 90, "y": 0.884 }, { "x": 91, "y": 0.895 }, { "x": 92, "y": 0.906 }, { "x": 93, "y": 0.914 }, { "x": 94, "y": 0.919 }, { "x": 95, "y": 0.925 }, { "x": 96, "y": 0.93 }, { "x": 97, "y": 0.936 }, { "x": 98, "y": 0.941 }, { "x": 99, "y": 0.946 }, { "x": 100, "y": 0.95 }, { "x": 101, "y": 0.954 }, { "x": 102, "y": 0.958 }, { "x": 103, "y": 0.962 }, { "x": 104, "y": 0.965 }, { "x": 105, "y": 0.968 }, { "x": 106, "y": 0.971 }, { "x": 107, "y": 0.974 }, { "x": 108, "y": 0.977 }, { "x": 109, "y": 0.979 }, { "x": 110, "y": 0.981 }, { "x": 111, "y": 0.982 } ] }, { "id": 77, "curve_id": "W4.67", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "age is 0, Class 1, without guy, distribution pole. Wood species: Southern pine; height: 12.19m. Exposed to icing conditions leading to additional load on conductors and neutral wire.", "source_type": "Peer-reviewed", "source_abbrev": "Teoh et al. (2019)", "source_detail": "Teoh, Y. E., Alipour, A., and Cancelli, A.: Probabilistic performance assessment of power distribution infrastructure under wind events, Engineering Structures, 197, 109199, ", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.8813946097699992, "sigma": 0.0969138577435258, "method": "Curve fitting", "mu_sigma_quality": 0.9999950680977604, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.881, σ=0.097, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 70, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0.0004 }, { "x": 32, "y": 0.0008 }, { "x": 33, "y": 0.0012 }, { "x": 34, "y": 0.0017 }, { "x": 35, "y": 0.0021 }, { "x": 36, "y": 0.0025 }, { "x": 37, "y": 0.0037 }, { "x": 38, "y": 0.0078 }, { "x": 39, "y": 0.0137 }, { "x": 40, "y": 0.0238 }, { "x": 41, "y": 0.0426 }, { "x": 42, "y": 0.0715 }, { "x": 43, "y": 0.1078 }, { "x": 44, "y": 0.1582 }, { "x": 45, "y": 0.2177 }, { "x": 46, "y": 0.2928 }, { "x": 47, "y": 0.3745 }, { "x": 48, "y": 0.4576 }, { "x": 49, "y": 0.5411 }, { "x": 50, "y": 0.6245 }, { "x": 51, "y": 0.6987 }, { "x": 52, "y": 0.7652 }, { "x": 53, "y": 0.8203 }, { "x": 54, "y": 0.8676 }, { "x": 55, "y": 0.9056 }, { "x": 56, "y": 0.9296 }, { "x": 57, "y": 0.9519 }, { "x": 58, "y": 0.9672 }, { "x": 59, "y": 0.9788 }, { "x": 60, "y": 0.9865 }, { "x": 61, "y": 0.992 }, { "x": 62, "y": 0.9941 }, { "x": 63, "y": 0.9958 }, { "x": 64, "y": 0.9964 }, { "x": 65, "y": 0.997 }, { "x": 66, "y": 0.9976 }, { "x": 67, "y": 0.9983 }, { "x": 68, "y": 0.9989 }, { "x": 69, "y": 0.9995 } ] }, { "id": 78, "curve_id": "W4.68", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "age is 0, Class 2, without guy, distribution pole. Wood species: Southern pine; height: 12.19m. Exposed to icing conditions leading to additional load on conductors and neutral wire.", "source_type": "Peer-reviewed", "source_abbrev": "Teoh et al. (2019)", "source_detail": "Teoh, Y. E., Alipour, A., and Cancelli, A.: Probabilistic performance assessment of power distribution infrastructure under wind events, Engineering Structures, 197, 109199, ", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.8313947688860277, "sigma": 0.11605573878802694, "method": "Curve fitting", "mu_sigma_quality": 0.99996549942851187, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.831, σ=0.116, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 70, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0.0024 }, { "x": 30, "y": 0.0033 }, { "x": 31, "y": 0.0043 }, { "x": 32, "y": 0.0052 }, { "x": 33, "y": 0.0061 }, { "x": 34, "y": 0.0069 }, { "x": 35, "y": 0.0102 }, { "x": 36, "y": 0.0197 }, { "x": 37, "y": 0.0335 }, { "x": 38, "y": 0.0493 }, { "x": 39, "y": 0.0742 }, { "x": 40, "y": 0.1097 }, { "x": 41, "y": 0.1542 }, { "x": 42, "y": 0.2109 }, { "x": 43, "y": 0.2723 }, { "x": 44, "y": 0.3399 }, { "x": 45, "y": 0.4174 }, { "x": 46, "y": 0.4884 }, { "x": 47, "y": 0.5609 }, { "x": 48, "y": 0.6314 }, { "x": 49, "y": 0.6977 }, { "x": 50, "y": 0.7587 }, { "x": 51, "y": 0.8105 }, { "x": 52, "y": 0.8523 }, { "x": 53, "y": 0.8871 }, { "x": 54, "y": 0.9132 }, { "x": 55, "y": 0.9347 }, { "x": 56, "y": 0.9536 }, { "x": 57, "y": 0.9666 }, { "x": 58, "y": 0.9757 }, { "x": 59, "y": 0.9825 }, { "x": 60, "y": 0.9864 }, { "x": 61, "y": 0.9894 }, { "x": 62, "y": 0.9902 }, { "x": 63, "y": 0.991 }, { "x": 64, "y": 0.9917 }, { "x": 65, "y": 0.9925 }, { "x": 66, "y": 0.9932 }, { "x": 67, "y": 0.994 }, { "x": 68, "y": 0.9947 }, { "x": 69, "y": 0.9955 } ] }, { "id": 79, "curve_id": "W4.69", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "age is 0, Class 3, without guy, distribution pole. Wood species: Southern pine; height: 12.19m. Exposed to icing conditions leading to additional load on conductors and neutral wire.", "source_type": "Peer-reviewed", "source_abbrev": "Teoh et al. (2019)", "source_detail": "Teoh, Y. E., Alipour, A., and Cancelli, A.: Probabilistic performance assessment of power distribution infrastructure under wind events, Engineering Structures, 197, 109199, ", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.7970737397171277, "sigma": 0.13501618945616192, "method": "Curve fitting", "mu_sigma_quality": 0.9999922480724831, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.797, σ=0.135, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 70, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0.0009 }, { "x": 28, "y": 0.0014 }, { "x": 29, "y": 0.0019 }, { "x": 30, "y": 0.0024 }, { "x": 31, "y": 0.0029 }, { "x": 32, "y": 0.0079 }, { "x": 33, "y": 0.013 }, { "x": 34, "y": 0.0235 }, { "x": 35, "y": 0.0383 }, { "x": 36, "y": 0.0547 }, { "x": 37, "y": 0.0824 }, { "x": 38, "y": 0.1161 }, { "x": 39, "y": 0.1603 }, { "x": 40, "y": 0.2125 }, { "x": 41, "y": 0.2681 }, { "x": 42, "y": 0.3321 }, { "x": 43, "y": 0.3977 }, { "x": 44, "y": 0.4603 }, { "x": 45, "y": 0.5292 }, { "x": 46, "y": 0.5932 }, { "x": 47, "y": 0.6523 }, { "x": 48, "y": 0.7075 }, { "x": 49, "y": 0.7573 }, { "x": 50, "y": 0.804 }, { "x": 51, "y": 0.8409 }, { "x": 52, "y": 0.872 }, { "x": 53, "y": 0.8988 }, { "x": 54, "y": 0.9225 }, { "x": 55, "y": 0.9413 }, { "x": 56, "y": 0.9534 }, { "x": 57, "y": 0.9655 }, { "x": 58, "y": 0.977 }, { "x": 59, "y": 0.9823 }, { "x": 60, "y": 0.9876 }, { "x": 61, "y": 0.9916 }, { "x": 62, "y": 0.9924 }, { "x": 63, "y": 0.9932 }, { "x": 64, "y": 0.9941 }, { "x": 65, "y": 0.9949 }, { "x": 66, "y": 0.9957 }, { "x": 67, "y": 0.9965 }, { "x": 68, "y": 0.9973 }, { "x": 69, "y": 0.9973 } ] }, { "id": 80, "curve_id": "W4.7", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern Pine pole; Design class 2; age 30; Typical timber, consists of a solid pole, three conductors one neutral wire and one communication wire. Height of 13.7m. ", "source_type": "Peer-reviewed", "source_abbrev": "Bjarnadottir et al. (2013)", "source_detail": "Bjarnadottir, S., Li, Y., and Stewart, M. G.: Hurricane Risk Assessment of Power Distribution Poles Considering Impacts of a Changing Climate, J. Infrastruct. Syst., 19, 12–24, https://doi.org/10.1061/(ASCE)IS.1943-555X.0000108, 2013.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.74207160587523, "sigma": 0.21563528322299583, "method": "Curve fitting", "mu_sigma_quality": 0.99992060560600449, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.742, σ=0.216, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 98, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0.0006 }, { "x": 21, "y": 0.0013 }, { "x": 22, "y": 0.0022 }, { "x": 23, "y": 0.0033 }, { "x": 24, "y": 0.0045 }, { "x": 25, "y": 0.0061 }, { "x": 26, "y": 0.0115 }, { "x": 27, "y": 0.0207 }, { "x": 28, "y": 0.0326 }, { "x": 29, "y": 0.0458 }, { "x": 30, "y": 0.0617 }, { "x": 31, "y": 0.0835 }, { "x": 32, "y": 0.1073 }, { "x": 33, "y": 0.1319 }, { "x": 34, "y": 0.1599 }, { "x": 35, "y": 0.1938 }, { "x": 36, "y": 0.2324 }, { "x": 37, "y": 0.275 }, { "x": 38, "y": 0.3203 }, { "x": 39, "y": 0.3637 }, { "x": 40, "y": 0.4022 }, { "x": 41, "y": 0.4391 }, { "x": 42, "y": 0.4793 }, { "x": 43, "y": 0.5262 }, { "x": 44, "y": 0.575 }, { "x": 45, "y": 0.6193 }, { "x": 46, "y": 0.6554 }, { "x": 47, "y": 0.6878 }, { "x": 48, "y": 0.7194 }, { "x": 49, "y": 0.7498 }, { "x": 50, "y": 0.7789 }, { "x": 51, "y": 0.8068 }, { "x": 52, "y": 0.8341 }, { "x": 53, "y": 0.8584 }, { "x": 54, "y": 0.8778 }, { "x": 55, "y": 0.8952 }, { "x": 56, "y": 0.9106 }, { "x": 57, "y": 0.9241 }, { "x": 58, "y": 0.936 }, { "x": 59, "y": 0.9473 }, { "x": 60, "y": 0.9577 }, { "x": 61, "y": 0.9664 }, { "x": 62, "y": 0.9726 }, { "x": 63, "y": 0.9764 }, { "x": 64, "y": 0.9798 }, { "x": 65, "y": 0.9826 }, { "x": 66, "y": 0.9851 }, { "x": 67, "y": 0.9872 }, { "x": 68, "y": 0.9889 }, { "x": 69, "y": 0.9903 }, { "x": 70, "y": 0.9914 }, { "x": 71, "y": 0.9923 }, { "x": 72, "y": 0.9932 }, { "x": 73, "y": 0.9939 }, { "x": 74, "y": 0.9946 }, { "x": 75, "y": 0.9951 }, { "x": 76, "y": 0.9954 }, { "x": 77, "y": 0.9956 }, { "x": 78, "y": 0.9958 }, { "x": 79, "y": 0.996 }, { "x": 80, "y": 0.9962 }, { "x": 81, "y": 0.9964 }, { "x": 82, "y": 0.9965 }, { "x": 83, "y": 0.9967 }, { "x": 84, "y": 0.9968 }, { "x": 85, "y": 0.997 }, { "x": 86, "y": 0.9971 }, { "x": 87, "y": 0.9972 }, { "x": 88, "y": 0.9973 }, { "x": 89, "y": 0.9974 }, { "x": 90, "y": 0.9974 }, { "x": 91, "y": 0.9975 }, { "x": 92, "y": 0.9976 }, { "x": 93, "y": 0.9976 }, { "x": 94, "y": 0.9977 }, { "x": 95, "y": 0.9977 }, { "x": 96, "y": 0.9977 }, { "x": 97, "y": 0.9977 } ] }, { "id": 81, "curve_id": "W4.70", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "age is 0, Class 4, without guy, distribution pole. Wood species: Southern pine; height: 12.19m. Exposed to icing conditions leading to additional load on conductors and neutral wire.", "source_type": "Peer-reviewed", "source_abbrev": "Teoh et al. (2019)", "source_detail": "Teoh, Y. E., Alipour, A., and Cancelli, A.: Probabilistic performance assessment of power distribution infrastructure under wind events, Engineering Structures, 197, 109199, ", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.7791441844830076, "sigma": 0.14794326739813746, "method": "Curve fitting", "mu_sigma_quality": 0.99997408639782392, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.779, σ=0.148, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 70, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0.0032 }, { "x": 27, "y": 0.0044 }, { "x": 28, "y": 0.0056 }, { "x": 29, "y": 0.0067 }, { "x": 30, "y": 0.0088 }, { "x": 31, "y": 0.0115 }, { "x": 32, "y": 0.0219 }, { "x": 33, "y": 0.0315 }, { "x": 34, "y": 0.0456 }, { "x": 35, "y": 0.0655 }, { "x": 36, "y": 0.0951 }, { "x": 37, "y": 0.1287 }, { "x": 38, "y": 0.1677 }, { "x": 39, "y": 0.2142 }, { "x": 40, "y": 0.2673 }, { "x": 41, "y": 0.3285 }, { "x": 42, "y": 0.3913 }, { "x": 43, "y": 0.4528 }, { "x": 44, "y": 0.5113 }, { "x": 45, "y": 0.57 }, { "x": 46, "y": 0.6299 }, { "x": 47, "y": 0.6867 }, { "x": 48, "y": 0.7367 }, { "x": 49, "y": 0.7786 }, { "x": 50, "y": 0.817 }, { "x": 51, "y": 0.8502 }, { "x": 52, "y": 0.8792 }, { "x": 53, "y": 0.9034 }, { "x": 54, "y": 0.9228 }, { "x": 55, "y": 0.9398 }, { "x": 56, "y": 0.9506 }, { "x": 57, "y": 0.9611 }, { "x": 58, "y": 0.9684 }, { "x": 59, "y": 0.9746 }, { "x": 60, "y": 0.9808 }, { "x": 61, "y": 0.9871 }, { "x": 62, "y": 0.9885 }, { "x": 63, "y": 0.9898 }, { "x": 64, "y": 0.9912 }, { "x": 65, "y": 0.9926 }, { "x": 66, "y": 0.9939 }, { "x": 67, "y": 0.9953 }, { "x": 68, "y": 0.9953 }, { "x": 69, "y": 0.9953 } ] }, { "id": 82, "curve_id": "W4.71", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "age is 25, Class 1 without guy, distribution pole. Wood species: Southern pine; height: 12.19m. Exposed to icing conditions leading to additional load on conductors and neutral wire.", "source_type": "Peer-reviewed", "source_abbrev": "Teoh et al. (2019)", "source_detail": "Teoh, Y. E., Alipour, A., and Cancelli, A.: Probabilistic performance assessment of power distribution infrastructure under wind events, Engineering Structures, 197, 109199, ", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.8519242938390166, "sigma": 0.10591724124144337, "method": "Curve fitting", "mu_sigma_quality": 0.99996944660413511, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.852, σ=0.106, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 70, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0.0056 }, { "x": 38, "y": 0.0174 }, { "x": 39, "y": 0.0349 }, { "x": 40, "y": 0.0585 }, { "x": 41, "y": 0.0941 }, { "x": 42, "y": 0.1395 }, { "x": 43, "y": 0.1947 }, { "x": 44, "y": 0.2634 }, { "x": 45, "y": 0.3341 }, { "x": 46, "y": 0.414 }, { "x": 47, "y": 0.5021 }, { "x": 48, "y": 0.5715 }, { "x": 49, "y": 0.646 }, { "x": 50, "y": 0.7123 }, { "x": 51, "y": 0.7762 }, { "x": 52, "y": 0.8255 }, { "x": 53, "y": 0.8647 }, { "x": 54, "y": 0.9 }, { "x": 55, "y": 0.9272 }, { "x": 56, "y": 0.949 }, { "x": 57, "y": 0.9675 }, { "x": 58, "y": 0.975 }, { "x": 59, "y": 0.9826 }, { "x": 60, "y": 0.9867 }, { "x": 61, "y": 0.9901 }, { "x": 62, "y": 0.9912 }, { "x": 63, "y": 0.9922 }, { "x": 64, "y": 0.9932 }, { "x": 65, "y": 0.9942 }, { "x": 66, "y": 0.9952 }, { "x": 67, "y": 0.9962 }, { "x": 68, "y": 0.9972 }, { "x": 69, "y": 0.9981 } ] }, { "id": 83, "curve_id": "W4.72", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "age is 50, Class 1, without guy, distribution pole. Wood species: Southern pine; height: 12.19m. Exposed to icing conditions leading to additional load on conductors and neutral wire.", "source_type": "Peer-reviewed", "source_abbrev": "Teoh et al. (2019)", "source_detail": "Teoh, Y. E., Alipour, A., and Cancelli, A.: Probabilistic performance assessment of power distribution infrastructure under wind events, Engineering Structures, 197, 109199, ", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.8175448066639679, "sigma": 0.12267697173073513, "method": "Curve fitting", "mu_sigma_quality": 0.99997462977979124, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.818, σ=0.123, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 70, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0.0034 }, { "x": 35, "y": 0.0098 }, { "x": 36, "y": 0.0217 }, { "x": 37, "y": 0.0426 }, { "x": 38, "y": 0.0689 }, { "x": 39, "y": 0.1043 }, { "x": 40, "y": 0.1473 }, { "x": 41, "y": 0.1981 }, { "x": 42, "y": 0.2603 }, { "x": 43, "y": 0.3238 }, { "x": 44, "y": 0.393 }, { "x": 45, "y": 0.4656 }, { "x": 46, "y": 0.54 }, { "x": 47, "y": 0.6042 }, { "x": 48, "y": 0.6681 }, { "x": 49, "y": 0.7265 }, { "x": 50, "y": 0.7804 }, { "x": 51, "y": 0.8264 }, { "x": 52, "y": 0.8621 }, { "x": 53, "y": 0.8929 }, { "x": 54, "y": 0.9179 }, { "x": 55, "y": 0.9369 }, { "x": 56, "y": 0.9511 }, { "x": 57, "y": 0.9645 }, { "x": 58, "y": 0.9734 }, { "x": 59, "y": 0.9824 }, { "x": 60, "y": 0.9867 }, { "x": 61, "y": 0.9901 }, { "x": 62, "y": 0.9912 }, { "x": 63, "y": 0.9922 }, { "x": 64, "y": 0.9932 }, { "x": 65, "y": 0.9942 }, { "x": 66, "y": 0.9952 }, { "x": 67, "y": 0.9962 }, { "x": 68, "y": 0.9972 }, { "x": 69, "y": 0.9981 } ] }, { "id": 84, "curve_id": "W4.73", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "age is 75, Class 1, without guy, distribution pole. Wood species: Southern pine; height: 12.19m. Exposed to icing conditions leading to additional load on conductors and neutral wire.", "source_type": "Peer-reviewed", "source_abbrev": "Teoh et al. (2019)", "source_detail": "Teoh, Y. E., Alipour, A., and Cancelli, A.: Probabilistic performance assessment of power distribution infrastructure under wind events, Engineering Structures, 197, 109199, ", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.7967680795202021, "sigma": 0.13425818416538662, "method": "Curve fitting", "mu_sigma_quality": 0.999973631852969, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.797, σ=0.134, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 70, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0.0089 }, { "x": 34, "y": 0.0185 }, { "x": 35, "y": 0.0312 }, { "x": 36, "y": 0.0522 }, { "x": 37, "y": 0.0787 }, { "x": 38, "y": 0.1164 }, { "x": 39, "y": 0.1606 }, { "x": 40, "y": 0.2098 }, { "x": 41, "y": 0.271 }, { "x": 42, "y": 0.3339 }, { "x": 43, "y": 0.3976 }, { "x": 44, "y": 0.4628 }, { "x": 45, "y": 0.5284 }, { "x": 46, "y": 0.594 }, { "x": 47, "y": 0.6542 }, { "x": 48, "y": 0.7118 }, { "x": 49, "y": 0.7635 }, { "x": 50, "y": 0.8069 }, { "x": 51, "y": 0.844 }, { "x": 52, "y": 0.8726 }, { "x": 53, "y": 0.9 }, { "x": 54, "y": 0.9207 }, { "x": 55, "y": 0.9369 }, { "x": 56, "y": 0.9511 }, { "x": 57, "y": 0.9645 }, { "x": 58, "y": 0.9734 }, { "x": 59, "y": 0.9824 }, { "x": 60, "y": 0.9867 }, { "x": 61, "y": 0.9901 }, { "x": 62, "y": 0.9912 }, { "x": 63, "y": 0.9922 }, { "x": 64, "y": 0.9932 }, { "x": 65, "y": 0.9942 }, { "x": 66, "y": 0.9952 }, { "x": 67, "y": 0.9962 }, { "x": 68, "y": 0.9972 }, { "x": 69, "y": 0.9981 } ] }, { "id": 85, "curve_id": "W4.74", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "age is 0, Class 4, with guy, distribution pole. Wood species: Southern pine; height: 12.19m. Exposed to icing conditions leading to additional load on conductors and neutral wire.", "source_type": "Peer-reviewed", "source_abbrev": "Teoh et al. (2019)", "source_detail": "Teoh, Y. E., Alipour, A., and Cancelli, A.: Probabilistic performance assessment of power distribution infrastructure under wind events, Engineering Structures, 197, 109199, ", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 4.0923689767452256, "sigma": 0.052519782309143, "method": "Curve fitting", "mu_sigma_quality": 0.99995724041080569, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.092, σ=0.053, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 70, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0.0065 }, { "x": 51, "y": 0.008 }, { "x": 52, "y": 0.0104 }, { "x": 53, "y": 0.0156 }, { "x": 54, "y": 0.0283 }, { "x": 55, "y": 0.0547 }, { "x": 56, "y": 0.1039 }, { "x": 57, "y": 0.1719 }, { "x": 58, "y": 0.2705 }, { "x": 59, "y": 0.3876 }, { "x": 60, "y": 0.5158 }, { "x": 61, "y": 0.6372 }, { "x": 62, "y": 0.7413 }, { "x": 63, "y": 0.8349 }, { "x": 64, "y": 0.8982 }, { "x": 65, "y": 0.9444 }, { "x": 66, "y": 0.9716 }, { "x": 67, "y": 0.9882 }, { "x": 68, "y": 0.9941 }, { "x": 69, "y": 0.9986 } ] }, { "id": 86, "curve_id": "W4.8", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern Pine pole; Design class 2; age 50; Typical timber, consists of a solid pole, three conductors one neutral wire and one communication wire. Height of 13.7m. ", "source_type": "Peer-reviewed", "source_abbrev": "Bjarnadottir et al. (2013)", "source_detail": "Bjarnadottir, S., Li, Y., and Stewart, M. G.: Hurricane Risk Assessment of Power Distribution Poles Considering Impacts of a Changing Climate, J. Infrastruct. Syst., 19, 12–24, https://doi.org/10.1061/(ASCE)IS.1943-555X.0000108, 2013.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.5256634201189194, "sigma": 0.33178626088076935, "method": "Curve fitting", "mu_sigma_quality": 0.99993813786634977, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.526, σ=0.332, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 98, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0.0007 }, { "x": 12, "y": 0.0015 }, { "x": 13, "y": 0.0025 }, { "x": 14, "y": 0.0039 }, { "x": 15, "y": 0.0083 }, { "x": 16, "y": 0.0148 }, { "x": 17, "y": 0.0219 }, { "x": 18, "y": 0.0304 }, { "x": 19, "y": 0.0409 }, { "x": 20, "y": 0.0539 }, { "x": 21, "y": 0.0724 }, { "x": 22, "y": 0.0993 }, { "x": 23, "y": 0.1264 }, { "x": 24, "y": 0.1538 }, { "x": 25, "y": 0.1828 }, { "x": 26, "y": 0.2135 }, { "x": 27, "y": 0.2457 }, { "x": 28, "y": 0.2791 }, { "x": 29, "y": 0.3137 }, { "x": 30, "y": 0.3499 }, { "x": 31, "y": 0.3872 }, { "x": 32, "y": 0.4253 }, { "x": 33, "y": 0.4656 }, { "x": 34, "y": 0.5049 }, { "x": 35, "y": 0.5393 }, { "x": 36, "y": 0.5692 }, { "x": 37, "y": 0.5968 }, { "x": 38, "y": 0.6239 }, { "x": 39, "y": 0.6522 }, { "x": 40, "y": 0.6836 }, { "x": 41, "y": 0.7152 }, { "x": 42, "y": 0.7425 }, { "x": 43, "y": 0.763 }, { "x": 44, "y": 0.7799 }, { "x": 45, "y": 0.7963 }, { "x": 46, "y": 0.8146 }, { "x": 47, "y": 0.8342 }, { "x": 48, "y": 0.8528 }, { "x": 49, "y": 0.8686 }, { "x": 50, "y": 0.8826 }, { "x": 51, "y": 0.8951 }, { "x": 52, "y": 0.9054 }, { "x": 53, "y": 0.9137 }, { "x": 54, "y": 0.9209 }, { "x": 55, "y": 0.9274 }, { "x": 56, "y": 0.9334 }, { "x": 57, "y": 0.9393 }, { "x": 58, "y": 0.9451 }, { "x": 59, "y": 0.9508 }, { "x": 60, "y": 0.9562 }, { "x": 61, "y": 0.9612 }, { "x": 62, "y": 0.9656 }, { "x": 63, "y": 0.9698 }, { "x": 64, "y": 0.974 }, { "x": 65, "y": 0.9781 }, { "x": 66, "y": 0.9818 }, { "x": 67, "y": 0.9852 }, { "x": 68, "y": 0.988 }, { "x": 69, "y": 0.9901 }, { "x": 70, "y": 0.9914 }, { "x": 71, "y": 0.9924 }, { "x": 72, "y": 0.9933 }, { "x": 73, "y": 0.994 }, { "x": 74, "y": 0.9946 }, { "x": 75, "y": 0.9951 }, { "x": 76, "y": 0.9954 }, { "x": 77, "y": 0.9956 }, { "x": 78, "y": 0.9958 }, { "x": 79, "y": 0.996 }, { "x": 80, "y": 0.9962 }, { "x": 81, "y": 0.9964 }, { "x": 82, "y": 0.9965 }, { "x": 83, "y": 0.9967 }, { "x": 84, "y": 0.9968 }, { "x": 85, "y": 0.997 }, { "x": 86, "y": 0.9971 }, { "x": 87, "y": 0.9972 }, { "x": 88, "y": 0.9973 }, { "x": 89, "y": 0.9974 }, { "x": 90, "y": 0.9974 }, { "x": 91, "y": 0.9975 }, { "x": 92, "y": 0.9976 }, { "x": 93, "y": 0.9976 }, { "x": 94, "y": 0.9977 }, { "x": 95, "y": 0.9977 }, { "x": 96, "y": 0.9977 }, { "x": 97, "y": 0.9977 } ] }, { "id": 87, "curve_id": "W4.9", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern Pine pole; Design class 3; age 0; Typical timber, consists of a solid pole, three conductors one neutral wire and one communication wire. Height of 13.7m. ", "source_type": "Peer-reviewed", "source_abbrev": "Bjarnadottir et al. (2013)", "source_detail": "Bjarnadottir, S., Li, Y., and Stewart, M. G.: Hurricane Risk Assessment of Power Distribution Poles Considering Impacts of a Changing Climate, J. Infrastruct. Syst., 19, 12–24, https://doi.org/10.1061/(ASCE)IS.1943-555X.0000108, 2013.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.9474435206493972, "sigma": 0.14492977531552584, "method": "Curve fitting", "mu_sigma_quality": 0.99996431458653567, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.947, σ=0.145, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 98, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0.0007 }, { "x": 33, "y": 0.0016 }, { "x": 34, "y": 0.0026 }, { "x": 35, "y": 0.0038 }, { "x": 36, "y": 0.0052 }, { "x": 37, "y": 0.0088 }, { "x": 38, "y": 0.0168 }, { "x": 39, "y": 0.0267 }, { "x": 40, "y": 0.0383 }, { "x": 41, "y": 0.0532 }, { "x": 42, "y": 0.0715 }, { "x": 43, "y": 0.0961 }, { "x": 44, "y": 0.1267 }, { "x": 45, "y": 0.1663 }, { "x": 46, "y": 0.2101 }, { "x": 47, "y": 0.2529 }, { "x": 48, "y": 0.297 }, { "x": 49, "y": 0.3449 }, { "x": 50, "y": 0.401 }, { "x": 51, "y": 0.4623 }, { "x": 52, "y": 0.5183 }, { "x": 53, "y": 0.5689 }, { "x": 54, "y": 0.6164 }, { "x": 55, "y": 0.6603 }, { "x": 56, "y": 0.7006 }, { "x": 57, "y": 0.7379 }, { "x": 58, "y": 0.773 }, { "x": 59, "y": 0.8073 }, { "x": 60, "y": 0.842 }, { "x": 61, "y": 0.8738 }, { "x": 62, "y": 0.8986 }, { "x": 63, "y": 0.9164 }, { "x": 64, "y": 0.9309 }, { "x": 65, "y": 0.9433 }, { "x": 66, "y": 0.9549 }, { "x": 67, "y": 0.9651 }, { "x": 68, "y": 0.9721 }, { "x": 69, "y": 0.9766 }, { "x": 70, "y": 0.98 }, { "x": 71, "y": 0.983 }, { "x": 72, "y": 0.9861 }, { "x": 73, "y": 0.9892 }, { "x": 74, "y": 0.9919 }, { "x": 75, "y": 0.9941 }, { "x": 76, "y": 0.9953 }, { "x": 77, "y": 0.9957 }, { "x": 78, "y": 0.9959 }, { "x": 79, "y": 0.9961 }, { "x": 80, "y": 0.9963 }, { "x": 81, "y": 0.9965 }, { "x": 82, "y": 0.9966 }, { "x": 83, "y": 0.9968 }, { "x": 84, "y": 0.9969 }, { "x": 85, "y": 0.9971 }, { "x": 86, "y": 0.9972 }, { "x": 87, "y": 0.9973 }, { "x": 88, "y": 0.9974 }, { "x": 89, "y": 0.9974 }, { "x": 90, "y": 0.9975 }, { "x": 91, "y": 0.9976 }, { "x": 92, "y": 0.9976 }, { "x": 93, "y": 0.9976 }, { "x": 94, "y": 0.9977 }, { "x": 95, "y": 0.9977 }, { "x": 96, "y": 0.9977 }, { "x": 97, "y": 0.9977 } ] }, { "id": 88, "curve_id": "W6.2", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Overhead lines", "ci_detail": "Design without adaptation", "source_type": "Peer-reviewed", "source_abbrev": "Panteli et al. (2017)", "source_detail": "Panteli, M., Pickering, C., Wilkinson, S., Dawson, R., and Mancarella, P.: Power System Resilience to Extreme Weather: Fragility Modeling, Probabilistic Impact Assessment, and Adaptation Measures, IEEE Trans. Power Syst., 32, 3747–3757, https://doi.org/10.1109/TPWRS.2016.2641463, 2017.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "figure_given", "mu": 3.7949039593899681, "sigma": 0.2136786003005674, "method": "Curve fitting", "mu_sigma_quality": 0.99815534682224238, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.795, σ=0.214, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "0", "geography": "United Kingdom", "hazard_type": "Wind", "num_points": 181, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0.033 }, { "x": 32, "y": 0.066 }, { "x": 33, "y": 0.1 }, { "x": 34, "y": 0.133 }, { "x": 35, "y": 0.166 }, { "x": 36, "y": 0.199 }, { "x": 37, "y": 0.233 }, { "x": 38, "y": 0.266 }, { "x": 39, "y": 0.299 }, { "x": 40, "y": 0.332 }, { "x": 41, "y": 0.365 }, { "x": 42, "y": 0.398 }, { "x": 43, "y": 0.432 }, { "x": 44, "y": 0.465 }, { "x": 45, "y": 0.498 }, { "x": 46, "y": 0.531 }, { "x": 47, "y": 0.564 }, { "x": 48, "y": 0.597 }, { "x": 49, "y": 0.631 }, { "x": 50, "y": 0.664 }, { "x": 51, "y": 0.697 }, { "x": 52, "y": 0.73 }, { "x": 53, "y": 0.763 }, { "x": 54, "y": 0.796 }, { "x": 55, "y": 0.829 }, { "x": 56, "y": 0.863 }, { "x": 57, "y": 0.896 }, { "x": 58, "y": 0.929 }, { "x": 59, "y": 0.962 }, { "x": 60, "y": 0.995 }, { "x": 61, "y": 1 }, { "x": 62, "y": 1 }, { "x": 63, "y": 1 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 }, { "x": 86, "y": 1 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 }, { "x": 91, "y": 1 }, { "x": 92, "y": 1 }, { "x": 93, "y": 1 }, { "x": 94, "y": 1 }, { "x": 95, "y": 1 }, { "x": 96, "y": 1 }, { "x": 97, "y": 1 }, { "x": 98, "y": 1 }, { "x": 99, "y": 1 }, { "x": 100, "y": 1 }, { "x": 101, "y": 1 }, { "x": 102, "y": 1 }, { "x": 103, "y": 1 }, { "x": 104, "y": 1 }, { "x": 105, "y": 1 }, { "x": 106, "y": 1 }, { "x": 107, "y": 1 }, { "x": 108, "y": 1 }, { "x": 109, "y": 1 }, { "x": 110, "y": 1 }, { "x": 111, "y": 1 }, { "x": 112, "y": 1 }, { "x": 113, "y": 1 }, { "x": 114, "y": 1 }, { "x": 115, "y": 1 }, { "x": 116, "y": 1 }, { "x": 117, "y": 1 }, { "x": 118, "y": 1 }, { "x": 119, "y": 1 }, { "x": 120, "y": 1 }, { "x": 121, "y": 1 }, { "x": 122, "y": 1 }, { "x": 123, "y": 1 }, { "x": 124, "y": 1 }, { "x": 125, "y": 1 }, { "x": 126, "y": 1 }, { "x": 127, "y": 1 }, { "x": 128, "y": 1 }, { "x": 129, "y": 1 }, { "x": 130, "y": 1 }, { "x": 131, "y": 1 }, { "x": 132, "y": 1 }, { "x": 133, "y": 1 }, { "x": 134, "y": 1 }, { "x": 135, "y": 1 }, { "x": 136, "y": 1 }, { "x": 137, "y": 1 }, { "x": 138, "y": 1 }, { "x": 139, "y": 1 }, { "x": 140, "y": 1 }, { "x": 141, "y": 1 }, { "x": 142, "y": 1 }, { "x": 143, "y": 1 }, { "x": 144, "y": 1 }, { "x": 145, "y": 1 }, { "x": 146, "y": 1 }, { "x": 147, "y": 1 }, { "x": 148, "y": 1 }, { "x": 149, "y": 1 }, { "x": 150, "y": 1 }, { "x": 151, "y": 1 }, { "x": 152, "y": 1 }, { "x": 153, "y": 1 }, { "x": 154, "y": 1 }, { "x": 155, "y": 1 }, { "x": 156, "y": 1 }, { "x": 157, "y": 1 }, { "x": 158, "y": 1 }, { "x": 159, "y": 1 }, { "x": 160, "y": 1 }, { "x": 161, "y": 1 }, { "x": 162, "y": 1 }, { "x": 163, "y": 1 }, { "x": 164, "y": 1 }, { "x": 165, "y": 1 }, { "x": 166, "y": 1 }, { "x": 167, "y": 1 }, { "x": 168, "y": 1 }, { "x": 169, "y": 1 }, { "x": 170, "y": 1 }, { "x": 171, "y": 1 }, { "x": 172, "y": 1 }, { "x": 173, "y": 1 }, { "x": 174, "y": 1 }, { "x": 175, "y": 1 }, { "x": 176, "y": 1 }, { "x": 177, "y": 1 }, { "x": 178, "y": 1 }, { "x": 179, "y": 1 }, { "x": 180, "y": 1 } ] }, { "id": 89, "curve_id": "E1.13", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Nuclear power plant", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": 0.22314355131420976, "sigma": 0.25499999999999995, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.223, σ=0.255, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 3.3E-13 }, { "x": 0.25, "y": 1.3815E-10 }, { "x": 0.3, "y": 1.093393E-08 }, { "x": 0.35, "y": 2.9875184E-07 }, { "x": 0.4, "y": 3.94089929E-06 }, { "x": 0.45, "y": 3.081575997E-05 }, { "x": 0.5, "y": 0.00016326003286 }, { "x": 0.55, "y": 0.00064200109306 }, { "x": 0.6, "y": 0.00199905708915 }, { "x": 0.65, "y": 0.00516745698626 }, { "x": 0.7, "y": 0.01148906666342 }, { "x": 0.75, "y": 0.02257588829178 }, { "x": 0.8, "y": 0.0400466050686 }, { "x": 0.85, "y": 0.06521582777265 }, { "x": 0.9, "y": 0.098829259724 }, { "x": 0.95, "y": 0.14091378481138 }, { "x": 1, "y": 0.19076716141283 }, { "x": 1.05, "y": 0.24707006753913 }, { "x": 1.1, "y": 0.30807742043433 }, { "x": 1.15, "y": 0.3718389716699 }, { "x": 1.2, "y": 0.43640656500712 }, { "x": 1.25, "y": 0.5 }, { "x": 1.3, "y": 0.561118931761 }, { "x": 1.35, "y": 0.61860078571017 }, { "x": 1.4, "y": 0.67163276881897 }, { "x": 1.45, "y": 0.71972987355837 }, { "x": 1.5, "y": 0.76269130655616 }, { "x": 1.55, "y": 0.8005462614309 }, { "x": 1.6, "y": 0.83349747590192 }, { "x": 1.65, "y": 0.86186834779994 }, { "x": 1.7, "y": 0.88605700244381 }, { "x": 1.75, "y": 0.90649882240227 }, { "x": 1.8, "y": 0.92363761497089 }, { "x": 1.85, "y": 0.93790474822414 }, { "x": 1.9, "y": 0.94970513402946 }, { "x": 1.95, "y": 0.95940876774527 }, { "x": 2, "y": 0.96734655214552 }, { "x": 2.05, "y": 0.97380925949591 }, { "x": 2.1, "y": 0.97904866365643 }, { "x": 2.15, "y": 0.98328006531142 }, { "x": 2.2, "y": 0.98668561460091 }, { "x": 2.25, "y": 0.98941799420476 }, { "x": 2.3, "y": 0.99160415745188 }, { "x": 2.35, "y": 0.99334892011602 }, { "x": 2.4, "y": 0.99473828367397 }, { "x": 2.45, "y": 0.99584242562111 }, { "x": 2.5, "y": 0.99671833296752 }, { "x": 2.55, "y": 0.99741208207965 }, { "x": 2.6, "y": 0.99796078492833 }, { "x": 2.65, "y": 0.99839423132714 }, { "x": 2.7, "y": 0.99873626110893 }, { "x": 2.75, "y": 0.99900590108913 }, { "x": 2.8, "y": 0.99921830037074 }, { "x": 2.85, "y": 0.99938549496906 }, { "x": 2.9, "y": 0.9995170295112 }, { "x": 2.95, "y": 0.99962046032557 }, { "x": 3, "y": 0.99970176085203 }, { "x": 3.05, "y": 0.99976564713816 }, { "x": 3.1, "y": 0.99981583832793 }, { "x": 3.15, "y": 0.99985526452989 }, { "x": 3.2, "y": 0.99988623227594 }, { "x": 3.25, "y": 0.99991055592955 }, { "x": 3.3, "y": 0.99992966184582 }, { "x": 3.35, "y": 0.9999446707906 }, { "x": 3.4, "y": 0.99995646305758 }, { "x": 3.45, "y": 0.99996572984717 }, { "x": 3.5, "y": 0.99997301375861 }, { "x": 3.55, "y": 0.99997874067021 }, { "x": 3.6, "y": 0.99998324481764 }, { "x": 3.65, "y": 0.99998678850705 }, { "x": 3.7, "y": 0.99998957760117 }, { "x": 3.75, "y": 0.99999177367871 }, { "x": 3.8, "y": 0.99999350357755 }, { "x": 3.85, "y": 0.99999486688235 }, { "x": 3.9, "y": 0.99999594179778 }, { "x": 3.94999999999999, "y": 0.99999678975474 }, { "x": 3.99999999999999, "y": 0.99999745902245 } ] }, { "id": 90, "curve_id": "E1.14", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Nuclear power plant", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": -0.127833371509884, "sigma": 0.255, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.128, σ=0.255, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 1.98E-12 }, { "x": 0.2, "y": 3.11965E-09 }, { "x": 0.25, "y": 4.004641E-07 }, { "x": 0.3, "y": 1.220673984E-05 }, { "x": 0.35, "y": 0.00014980199654 }, { "x": 0.4, "y": 0.00099409891087 }, { "x": 0.45, "y": 0.00426804562844 }, { "x": 0.5, "y": 0.01331438539909 }, { "x": 0.55, "y": 0.03265344785448 }, { "x": 0.6, "y": 0.06655754215836 }, { "x": 0.65, "y": 0.11740933178933 }, { "x": 0.7, "y": 0.18474797395619 }, { "x": 0.75, "y": 0.2653762746793 }, { "x": 0.8, "y": 0.35428942770872 }, { "x": 0.85, "y": 0.4459020251808 }, { "x": 0.9, "y": 0.53511286530088 }, { "x": 0.95, "y": 0.61797136166245 }, { "x": 1, "y": 0.69192257956567 }, { "x": 1.05, "y": 0.75573266250109 }, { "x": 1.1, "y": 0.80923283858718 }, { "x": 1.15, "y": 0.85300144989794 }, { "x": 1.2, "y": 0.88806349569873 }, { "x": 1.25, "y": 0.91564800553007 }, { "x": 1.3, "y": 0.93701475208098 }, { "x": 1.35, "y": 0.95334480735176 }, { "x": 1.4, "y": 0.96568184733037 }, { "x": 1.45, "y": 0.97490958552193 }, { "x": 1.5, "y": 0.98175239248921 }, { "x": 1.55, "y": 0.98678905915629 }, { "x": 1.6, "y": 0.99047264287248 }, { "x": 1.65, "y": 0.9931518607316 }, { "x": 1.7, "y": 0.99509140103757 }, { "x": 1.75, "y": 0.99648984243926 }, { "x": 1.8, "y": 0.99749471223146 }, { "x": 1.85, "y": 0.99821470734373 }, { "x": 1.9, "y": 0.99872935575836 }, { "x": 1.95, "y": 0.99909649985395 }, { "x": 2, "y": 0.99935799890694 }, { "x": 2.05, "y": 0.99954401739412 }, { "x": 2.1, "y": 0.99967621492996 }, { "x": 2.15, "y": 0.99977009787627 }, { "x": 2.2, "y": 0.99983673996714 }, { "x": 2.25, "y": 0.99988403337037 }, { "x": 2.3, "y": 0.99991759355486 }, { "x": 2.35, "y": 0.99994141088405 }, { "x": 2.4, "y": 0.9999583181021 }, { "x": 2.45, "y": 0.99997032470592 }, { "x": 2.5, "y": 0.99997885550191 }, { "x": 2.55, "y": 0.99998492045155 }, { "x": 2.6, "y": 0.99998923539491 }, { "x": 2.65, "y": 0.99999230774584 }, { "x": 2.7, "y": 0.99999449726094 }, { "x": 2.75, "y": 0.99999605910071 }, { "x": 2.8, "y": 0.99999717432748 }, { "x": 2.85, "y": 0.99999797149929 }, { "x": 2.9, "y": 0.99999854195764 }, { "x": 2.95, "y": 0.99999895065145 }, { "x": 3, "y": 0.99999924380217 }, { "x": 3.05, "y": 0.99999945433384 }, { "x": 3.1, "y": 0.99999960572148 }, { "x": 3.15, "y": 0.99999971472017 }, { "x": 3.2, "y": 0.99999979330161 }, { "x": 3.25, "y": 0.99999985002928 }, { "x": 3.3, "y": 0.99999989103589 }, { "x": 3.35, "y": 0.99999992071854 }, { "x": 3.4, "y": 0.99999994223382 }, { "x": 3.45, "y": 0.99999995785059 }, { "x": 3.5, "y": 0.9999999692017 }, { "x": 3.55, "y": 0.99999997746383 }, { "x": 3.6, "y": 0.99999998348601 }, { "x": 3.65, "y": 0.99999998788169 }, { "x": 3.7, "y": 0.99999999109467 }, { "x": 3.75, "y": 0.99999999344648 }, { "x": 3.8, "y": 0.99999999517036 }, { "x": 3.85, "y": 0.99999999643575 }, { "x": 3.9, "y": 0.99999999736589 }, { "x": 3.94999999999999, "y": 0.99999999805056 }, { "x": 3.99999999999999, "y": 0.99999999855525 } ] }, { "id": 91, "curve_id": "E1.7", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Hydropower plant", "ci_detail": "Concrete gravity dam; Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": -0.867500567737017, "sigma": 0.35000000032374967, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.868, σ=0.350, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 5.9844E-10 }, { "x": 0.1, "y": 2.063596082E-05 }, { "x": 0.15, "y": 0.00163171230647 }, { "x": 0.2, "y": 0.01701057244824 }, { "x": 0.25, "y": 0.06913450216907 }, { "x": 0.3, "y": 0.16818829687257 }, { "x": 0.35, "y": 0.30121169224487 }, { "x": 0.4, "y": 0.44456685086323 }, { "x": 0.45, "y": 0.5781341578677 }, { "x": 0.5, "y": 0.69081173266598 }, { "x": 0.55, "y": 0.77948863757113 }, { "x": 0.6, "y": 0.84591543337439 }, { "x": 0.65, "y": 0.89394138371557 }, { "x": 0.7, "y": 0.92778647476338 }, { "x": 0.75, "y": 0.95120226902047 }, { "x": 0.8, "y": 0.96719068948918 }, { "x": 0.85, "y": 0.97800747495422 }, { "x": 0.9, "y": 0.98527996164735 }, { "x": 0.95, "y": 0.99015020101918 }, { "x": 1, "y": 0.99340454516968 }, { "x": 1.05, "y": 0.99557731655112 }, { "x": 1.1, "y": 0.99702830063526 }, { "x": 1.15, "y": 0.9979982947594 }, { "x": 1.2, "y": 0.99864784791556 }, { "x": 1.25, "y": 0.99908378038051 }, { "x": 1.3, "y": 0.99937710861861 }, { "x": 1.35, "y": 0.99957505671755 }, { "x": 1.4, "y": 0.99970905939136 }, { "x": 1.45, "y": 0.99980007532583 }, { "x": 1.5, "y": 0.99986210800417 }, { "x": 1.55, "y": 0.99990453712227 }, { "x": 1.6, "y": 0.99993366280367 }, { "x": 1.65, "y": 0.99995372943694 }, { "x": 1.7, "y": 0.99996760556903 }, { "x": 1.75, "y": 0.99997723631788 }, { "x": 1.8, "y": 0.99998394513593 }, { "x": 1.85, "y": 0.99998863562737 }, { "x": 1.9, "y": 0.99999192691201 }, { "x": 1.95, "y": 0.99999424469483 }, { "x": 2, "y": 0.99999588273038 }, { "x": 2.05, "y": 0.99999704444225 }, { "x": 2.1, "y": 0.99999787119915 }, { "x": 2.15, "y": 0.99999846159081 }, { "x": 2.2, "y": 0.99999888461326 }, { "x": 2.25, "y": 0.99999918871904 }, { "x": 2.3, "y": 0.99999940805045 }, { "x": 2.35, "y": 0.99999956674736 }, { "x": 2.4, "y": 0.99999968193453 }, { "x": 2.45, "y": 0.99999976580019 }, { "x": 2.5, "y": 0.99999982704725 }, { "x": 2.55, "y": 0.99999987190981 }, { "x": 2.6, "y": 0.99999990486755 }, { "x": 2.65, "y": 0.99999992914946 }, { "x": 2.7, "y": 0.99999994709008 }, { "x": 2.75, "y": 0.99999996038235 }, { "x": 2.8, "y": 0.99999997025757 }, { "x": 2.85, "y": 0.99999997761385 }, { "x": 2.9, "y": 0.99999998310816 }, { "x": 2.95, "y": 0.9999999872224 }, { "x": 3, "y": 0.99999999031105 }, { "x": 3.05, "y": 0.99999999263555 }, { "x": 3.1, "y": 0.99999999438925 }, { "x": 3.15, "y": 0.9999999957155 }, { "x": 3.2, "y": 0.99999999672086 }, { "x": 3.25, "y": 0.99999999748473 }, { "x": 3.3, "y": 0.99999999806645 }, { "x": 3.35, "y": 0.99999999851045 }, { "x": 3.4, "y": 0.99999999885007 }, { "x": 3.45, "y": 0.99999999911043 }, { "x": 3.5, "y": 0.99999999931043 }, { "x": 3.55, "y": 0.9999999994644 }, { "x": 3.6, "y": 0.99999999958317 }, { "x": 3.65, "y": 0.99999999967498 }, { "x": 3.7, "y": 0.99999999974609 }, { "x": 3.75, "y": 0.99999999980127 }, { "x": 3.8, "y": 0.99999999984417 }, { "x": 3.85, "y": 0.99999999987759 }, { "x": 3.9, "y": 0.99999999990367 }, { "x": 3.94999999999999, "y": 0.99999999992406 }, { "x": 3.99999999999999, "y": 0.99999999994003 } ] }, { "id": 92, "curve_id": "E1.8", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Hydropower plant", "ci_detail": "Concrete gravity dam; Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": -1.15518264015651, "sigma": 0.35000000000007642, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.155, σ=0.350, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 7.253345E-08 }, { "x": 0.1, "y": 0.00052218516581 }, { "x": 0.15, "y": 0.01701057244824 }, { "x": 0.2, "y": 0.09716562606712 }, { "x": 0.25, "y": 0.25452450485164 }, { "x": 0.3, "y": 0.44456685086323 }, { "x": 0.35, "y": 0.61830420794027 }, { "x": 0.4, "y": 0.7525538467421 }, { "x": 0.45, "y": 0.84591543337439 }, { "x": 0.5, "y": 0.90659940279036 }, { "x": 0.55, "y": 0.9443543808881 }, { "x": 0.6, "y": 0.96719068948918 }, { "x": 0.65, "y": 0.98076040898377 }, { "x": 0.7, "y": 0.98873910046524 }, { "x": 0.75, "y": 0.99340454516968 }, { "x": 0.8, "y": 0.9961272705235 }, { "x": 0.85, "y": 0.9977171792149 }, { "x": 0.9, "y": 0.99864784791556 }, { "x": 0.95, "y": 0.9991946705734 }, { "x": 1, "y": 0.99951747397052 }, { "x": 1.05, "y": 0.99970905939136 }, { "x": 1.1, "y": 0.99982343245536 }, { "x": 1.15, "y": 0.99989213298897 }, { "x": 1.2, "y": 0.99993366280367 }, { "x": 1.25, "y": 0.99995893100987 }, { "x": 1.3, "y": 0.99997440584515 }, { "x": 1.35, "y": 0.99998394513593 }, { "x": 1.4, "y": 0.99998986388048 }, { "x": 1.45, "y": 0.99999355994388 }, { "x": 1.5, "y": 0.99999588273038 }, { "x": 1.55, "y": 0.99999735164415 }, { "x": 1.6, "y": 0.999998286302 }, { "x": 1.65, "y": 0.99999888461326 }, { "x": 1.7, "y": 0.99999926988432 }, { "x": 1.75, "y": 0.99999951941009 }, { "x": 1.8, "y": 0.99999968193453 }, { "x": 1.85, "y": 0.99999978837833 }, { "x": 1.9, "y": 0.99999985846976 }, { "x": 1.95, "y": 0.99999990486755 }, { "x": 2, "y": 0.99999993573943 }, { "x": 2.05, "y": 0.99999995638416 }, { "x": 2.1, "y": 0.99999997025757 }, { "x": 2.15, "y": 0.9999999796253 }, { "x": 2.2, "y": 0.99999998598024 }, { "x": 2.25, "y": 0.99999999031105 }, { "x": 2.3, "y": 0.99999999327558 }, { "x": 2.35, "y": 0.9999999953137 }, { "x": 2.4, "y": 0.99999999672086 }, { "x": 2.45, "y": 0.99999999769642 }, { "x": 2.5, "y": 0.9999999983755 }, { "x": 2.55, "y": 0.99999999885007 }, { "x": 2.6, "y": 0.99999999918301 }, { "x": 2.65, "y": 0.99999999941746 }, { "x": 2.7, "y": 0.99999999958317 }, { "x": 2.75, "y": 0.99999999970072 }, { "x": 2.8, "y": 0.9999999997844 }, { "x": 2.85, "y": 0.99999999984417 }, { "x": 2.9, "y": 0.99999999988701 }, { "x": 2.95, "y": 0.99999999991781 }, { "x": 3, "y": 0.99999999994003 }, { "x": 3.05, "y": 0.99999999995611 }, { "x": 3.1, "y": 0.99999999996779 }, { "x": 3.15, "y": 0.99999999997629 }, { "x": 3.2, "y": 0.9999999999825 }, { "x": 3.25, "y": 0.99999999998704 }, { "x": 3.3, "y": 0.99999999999038 }, { "x": 3.35, "y": 0.99999999999284 }, { "x": 3.4, "y": 0.99999999999466 }, { "x": 3.45, "y": 0.99999999999601 }, { "x": 3.5, "y": 0.999999999997 }, { "x": 3.55, "y": 0.99999999999775 }, { "x": 3.6, "y": 0.9999999999983 }, { "x": 3.65, "y": 0.99999999999872 }, { "x": 3.7, "y": 0.99999999999903 }, { "x": 3.75, "y": 0.99999999999926 }, { "x": 3.8, "y": 0.99999999999944 }, { "x": 3.85, "y": 0.99999999999957 }, { "x": 3.9, "y": 0.99999999999967 }, { "x": 3.94999999999999, "y": 0.99999999999975 }, { "x": 3.99999999999999, "y": 0.99999999999981 } ] }, { "id": 93, "curve_id": "L1.1", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Power plant", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 3.2347491750444912, "sigma": 0.49999999999999994, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.235, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 251, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.916E-11 }, { "x": 2, "y": 1.8556038E-07 }, { "x": 3, "y": 9.67449072E-06 }, { "x": 4, "y": 0.0001091199943 }, { "x": 5, "y": 0.00057576318581 }, { "x": 6, "y": 0.0019509884085 }, { "x": 7, "y": 0.00497333113776 }, { "x": 8, "y": 0.01042705761319 }, { "x": 9, "y": 0.01899098778939 }, { "x": 10, "y": 0.03113781701649 }, { "x": 11, "y": 0.04709401960192 }, { "x": 12, "y": 0.06684800240546 }, { "x": 13, "y": 0.09018777125126 }, { "x": 14, "y": 0.11675149624281 }, { "x": 15, "y": 0.14607932215674 }, { "x": 16, "y": 0.17765963070782 }, { "x": 17, "y": 0.21096665786592 }, { "x": 18, "y": 0.24548878132643 }, { "x": 19, "y": 0.28074816288498 }, { "x": 20, "y": 0.31631307303839 }, { "x": 21, "y": 0.35180441320968 }, { "x": 22, "y": 0.38689788446152 }, { "x": 23, "y": 0.42132306276808 }, { "x": 24, "y": 0.45486041044668 }, { "x": 25, "y": 0.48733702607118 }, { "x": 26, "y": 0.51862173307919 }, { "x": 27, "y": 0.5486199386205 }, { "x": 28, "y": 0.57726855963109 }, { "x": 29, "y": 0.60453120951522 }, { "x": 30, "y": 0.63039376149905 }, { "x": 31, "y": 0.65486034872944 }, { "x": 32, "y": 0.6779498219372 }, { "x": 33, "y": 0.69969265900582 }, { "x": 34, "y": 0.72012830382651 }, { "x": 35, "y": 0.73930290178644 }, { "x": 36, "y": 0.75726739411871 }, { "x": 37, "y": 0.77407593161576 }, { "x": 38, "y": 0.78978456873687 }, { "x": 39, "y": 0.80445020109725 }, { "x": 40, "y": 0.81812971211686 }, { "x": 41, "y": 0.83087929781656 }, { "x": 42, "y": 0.84275394209369 }, { "x": 43, "y": 0.85380701810181 }, { "x": 44, "y": 0.86408999448363 }, { "x": 45, "y": 0.87365222809395 }, { "x": 46, "y": 0.88254082746835 }, { "x": 47, "y": 0.89080057363183 }, { "x": 48, "y": 0.89847388690661 }, { "x": 49, "y": 0.90560083018251 }, { "x": 50, "y": 0.91221914067764 }, { "x": 51, "y": 0.91836428356378 }, { "x": 52, "y": 0.92406952198277 }, { "x": 53, "y": 0.92936599896019 }, { "x": 54, "y": 0.93428282755219 }, { "x": 55, "y": 0.93884718626027 }, { "x": 56, "y": 0.94308441733458 }, { "x": 57, "y": 0.94701812607589 }, { "x": 58, "y": 0.95067027965263 }, { "x": 59, "y": 0.95406130428619 }, { "x": 60, "y": 0.95721017993414 }, { "x": 61, "y": 0.96013453182844 }, { "x": 62, "y": 0.96285071840968 }, { "x": 63, "y": 0.96537391534863 }, { "x": 64, "y": 0.96771819546564 }, { "x": 65, "y": 0.96989660445454 }, { "x": 66, "y": 0.97192123239272 }, { "x": 67, "y": 0.97380328107771 }, { "x": 68, "y": 0.97555312727541 }, { "x": 69, "y": 0.97718038199875 }, { "x": 70, "y": 0.97869394595991 }, { "x": 71, "y": 0.98010206135638 }, { "x": 72, "y": 0.98141236016212 }, { "x": 73, "y": 0.98263190910148 }, { "x": 74, "y": 0.98376725148597 }, { "x": 75, "y": 0.98482444609382 }, { "x": 76, "y": 0.98580910326932 }, { "x": 77, "y": 0.98672641841483 }, { "x": 78, "y": 0.98758120304256 }, { "x": 79, "y": 0.98837791354679 }, { "x": 80, "y": 0.98912067784993 }, { "x": 81, "y": 0.98981332006841 }, { "x": 82, "y": 0.99045938333658 }, { "x": 83, "y": 0.99106215091911 }, { "x": 84, "y": 0.99162466573463 }, { "x": 85, "y": 0.99214974840587 }, { "x": 86, "y": 0.99264001394405 }, { "x": 87, "y": 0.99309788716854 }, { "x": 88, "y": 0.99352561695573 }, { "x": 89, "y": 0.9939252894047 }, { "x": 90, "y": 0.99429884000133 }, { "x": 91, "y": 0.99464806485644 }, { "x": 92, "y": 0.99497463108835 }, { "x": 93, "y": 0.9952800864149 }, { "x": 94, "y": 0.99556586801552 }, { "x": 95, "y": 0.99583331071904 }, { "x": 96, "y": 0.9960836545691 }, { "x": 97, "y": 0.99631805181494 }, { "x": 98, "y": 0.99653757337181 }, { "x": 99, "y": 0.99674321479179 }, { "x": 100, "y": 0.9969359017828 }, { "x": 101, "y": 0.99711649531058 }, { "x": 102, "y": 0.99728579631581 }, { "x": 103, "y": 0.997444550076 }, { "x": 104, "y": 0.9975934502395 }, { "x": 105, "y": 0.99773314255695 }, { "x": 106, "y": 0.99786422833333 }, { "x": 107, "y": 0.99798726762215 }, { "x": 108, "y": 0.99810278218156 }, { "x": 109, "y": 0.99821125821063 }, { "x": 110, "y": 0.99831314888259 }, { "x": 111, "y": 0.99840887669066 }, { "x": 112, "y": 0.99849883562061 }, { "x": 113, "y": 0.99858339316338 }, { "x": 114, "y": 0.99866289217988 }, { "x": 115, "y": 0.99873765262918 }, { "x": 116, "y": 0.99880797317045 }, { "x": 117, "y": 0.99887413264815 }, { "x": 118, "y": 0.9989363914694 }, { "x": 119, "y": 0.99899499288143 }, { "x": 120, "y": 0.99905016415684 }, { "x": 121, "y": 0.99910211769347 }, { "x": 122, "y": 0.99915105203515 }, { "x": 123, "y": 0.99919715281952 }, { "x": 124, "y": 0.999240593658 }, { "x": 125, "y": 0.99928153695319 }, { "x": 126, "y": 0.99932013465825 }, { "x": 127, "y": 0.99935652898251 }, { "x": 128, "y": 0.99939085304727 }, { "x": 129, "y": 0.99942323149553 }, { "x": 130, "y": 0.99945378105891 }, { "x": 131, "y": 0.99948261108492 }, { "x": 132, "y": 0.99950982402755 }, { "x": 133, "y": 0.9995355159037 }, { "x": 134, "y": 0.99955977671801 }, { "x": 135, "y": 0.99958269085839 }, { "x": 136, "y": 0.99960433746427 }, { "x": 137, "y": 0.99962479076959 }, { "x": 138, "y": 0.99964412042237 }, { "x": 139, "y": 0.99966239178245 }, { "x": 140, "y": 0.99967966619897 }, { "x": 141, "y": 0.99969600126907 }, { "x": 142, "y": 0.99971145107913 }, { "x": 143, "y": 0.99972606642973 }, { "x": 144, "y": 0.99973989504555 }, { "x": 145, "y": 0.99975298177115 }, { "x": 146, "y": 0.99976536875379 }, { "x": 147, "y": 0.99977709561398 }, { "x": 148, "y": 0.99978819960485 }, { "x": 149, "y": 0.99979871576087 }, { "x": 150, "y": 0.99980867703686 }, { "x": 151, "y": 0.99981811443782 }, { "x": 152, "y": 0.99982705714029 }, { "x": 153, "y": 0.99983553260576 }, { "x": 154, "y": 0.99984356668676 }, { "x": 155, "y": 0.999851183726 }, { "x": 156, "y": 0.99985840664917 }, { "x": 157, "y": 0.9998652570517 }, { "x": 158, "y": 0.99987175527997 }, { "x": 159, "y": 0.99987792050735 }, { "x": 160, "y": 0.99988377080534 }, { "x": 161, "y": 0.99988932321022 }, { "x": 162, "y": 0.99989459378542 }, { "x": 163, "y": 0.99989959768002 }, { "x": 164, "y": 0.9999043491835 }, { "x": 165, "y": 0.99990886177706 }, { "x": 166, "y": 0.99991314818177 }, { "x": 167, "y": 0.99991722040365 }, { "x": 168, "y": 0.99992108977597 }, { "x": 169, "y": 0.99992476699895 }, { "x": 170, "y": 0.99992826217696 }, { "x": 171, "y": 0.99993158485342 }, { "x": 172, "y": 0.99993474404362 }, { "x": 173, "y": 0.99993774826547 }, { "x": 174, "y": 0.99994060556836 }, { "x": 175, "y": 0.99994332356031 }, { "x": 176, "y": 0.99994590943344 }, { "x": 177, "y": 0.99994836998788 }, { "x": 178, "y": 0.9999507116543 }, { "x": 179, "y": 0.999952940515 }, { "x": 180, "y": 0.99995506232379 }, { "x": 181, "y": 0.99995708252468 }, { "x": 182, "y": 0.99995900626942 }, { "x": 183, "y": 0.999960838434 }, { "x": 184, "y": 0.99996258363424 }, { "x": 185, "y": 0.99996424624034 }, { "x": 186, "y": 0.99996583039071 }, { "x": 187, "y": 0.99996734000482 }, { "x": 188, "y": 0.9999687787955 }, { "x": 189, "y": 0.9999701502803 }, { "x": 190, "y": 0.9999714577924 }, { "x": 191, "y": 0.9999727044907 }, { "x": 192, "y": 0.99997389336948 }, { "x": 193, "y": 0.99997502726737 }, { "x": 194, "y": 0.99997610887592 }, { "x": 195, "y": 0.9999771407476 }, { "x": 196, "y": 0.99997812530335 }, { "x": 197, "y": 0.99997906483974 }, { "x": 198, "y": 0.99997996153569 }, { "x": 199, "y": 0.99998081745879 }, { "x": 200, "y": 0.99998163457132 }, { "x": 201, "y": 0.9999824147359 }, { "x": 202, "y": 0.99998315972076 }, { "x": 203, "y": 0.99998387120487 }, { "x": 204, "y": 0.99998455078258 }, { "x": 205, "y": 0.99998519996819 }, { "x": 206, "y": 0.99998582020014 }, { "x": 207, "y": 0.99998641284502 }, { "x": 208, "y": 0.99998697920135 }, { "x": 209, "y": 0.99998752050313 }, { "x": 210, "y": 0.99998803792327 }, { "x": 211, "y": 0.99998853257669 }, { "x": 212, "y": 0.9999890055234 }, { "x": 213, "y": 0.99998945777134 }, { "x": 214, "y": 0.99998989027905 }, { "x": 215, "y": 0.99999030395822 }, { "x": 216, "y": 0.99999069967612 }, { "x": 217, "y": 0.99999107825787 }, { "x": 218, "y": 0.99999144048858 }, { "x": 219, "y": 0.99999178711542 }, { "x": 220, "y": 0.99999211884953 }, { "x": 221, "y": 0.99999243636784 }, { "x": 222, "y": 0.99999274031483 }, { "x": 223, "y": 0.99999303130416 }, { "x": 224, "y": 0.99999330992018 }, { "x": 225, "y": 0.99999357671947 }, { "x": 226, "y": 0.99999383223219 }, { "x": 227, "y": 0.99999407696339 }, { "x": 228, "y": 0.9999943113943 }, { "x": 229, "y": 0.99999453598345 }, { "x": 230, "y": 0.99999475116789 }, { "x": 231, "y": 0.99999495736416 }, { "x": 232, "y": 0.99999515496934 }, { "x": 233, "y": 0.99999534436201 }, { "x": 234, "y": 0.99999552590315 }, { "x": 235, "y": 0.99999569993701 }, { "x": 236, "y": 0.99999586679191 }, { "x": 237, "y": 0.99999602678104 }, { "x": 238, "y": 0.99999618020314 }, { "x": 239, "y": 0.99999632734328 }, { "x": 240, "y": 0.99999646847346 }, { "x": 241, "y": 0.99999660385326 }, { "x": 242, "y": 0.99999673373044 }, { "x": 243, "y": 0.99999685834148 }, { "x": 244, "y": 0.99999697791218 }, { "x": 245, "y": 0.99999709265808 }, { "x": 246, "y": 0.99999720278504 }, { "x": 247, "y": 0.99999730848965 }, { "x": 248, "y": 0.99999740995965 }, { "x": 249, "y": 0.9999975073744 }, { "x": 250, "y": 0.99999760090525 } ] }, { "id": 94, "curve_id": "L12.1", "sector": "Telecommunications", "ci_type": "Others", "ci_desc": "Central offices and broadcasting stations", "ci_detail": "N/A", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 3.2347491748621895, "sigma": 0.50000000065576622, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.235, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.916E-11 }, { "x": 2, "y": 1.8556038E-07 }, { "x": 3, "y": 9.67449072E-06 }, { "x": 4, "y": 0.0001091199943 }, { "x": 5, "y": 0.00057576318581 }, { "x": 6, "y": 0.0019509884085 }, { "x": 7, "y": 0.00497333113776 }, { "x": 8, "y": 0.01042705761319 }, { "x": 9, "y": 0.01899098778939 }, { "x": 10, "y": 0.03113781701649 }, { "x": 11, "y": 0.04709401960192 }, { "x": 12, "y": 0.06684800240546 }, { "x": 13, "y": 0.09018777125126 }, { "x": 14, "y": 0.11675149624281 }, { "x": 15, "y": 0.14607932215674 }, { "x": 16, "y": 0.17765963070782 }, { "x": 17, "y": 0.21096665786592 }, { "x": 18, "y": 0.24548878132643 }, { "x": 19, "y": 0.28074816288498 }, { "x": 20, "y": 0.31631307303839 }, { "x": 21, "y": 0.35180441320968 }, { "x": 22, "y": 0.38689788446152 }, { "x": 23, "y": 0.42132306276808 }, { "x": 24, "y": 0.45486041044668 }, { "x": 25, "y": 0.48733702607118 }, { "x": 26, "y": 0.51862173307919 }, { "x": 27, "y": 0.5486199386205 }, { "x": 28, "y": 0.57726855963109 }, { "x": 29, "y": 0.60453120951522 }, { "x": 30, "y": 0.63039376149905 }, { "x": 31, "y": 0.65486034872944 }, { "x": 32, "y": 0.6779498219372 }, { "x": 33, "y": 0.69969265900582 }, { "x": 34, "y": 0.72012830382651 }, { "x": 35, "y": 0.73930290178644 }, { "x": 36, "y": 0.75726739411871 }, { "x": 37, "y": 0.77407593161576 }, { "x": 38, "y": 0.78978456873687 }, { "x": 39, "y": 0.80445020109725 }, { "x": 40, "y": 0.81812971211686 }, { "x": 41, "y": 0.83087929781656 }, { "x": 42, "y": 0.84275394209369 }, { "x": 43, "y": 0.85380701810181 }, { "x": 44, "y": 0.86408999448363 }, { "x": 45, "y": 0.87365222809395 }, { "x": 46, "y": 0.88254082746835 }, { "x": 47, "y": 0.89080057363183 }, { "x": 48, "y": 0.89847388690661 }, { "x": 49, "y": 0.90560083018251 }, { "x": 50, "y": 0.91221914067764 }, { "x": 51, "y": 0.91836428356378 }, { "x": 52, "y": 0.92406952198277 }, { "x": 53, "y": 0.92936599896019 }, { "x": 54, "y": 0.93428282755219 }, { "x": 55, "y": 0.93884718626027 }, { "x": 56, "y": 0.94308441733458 }, { "x": 57, "y": 0.94701812607589 }, { "x": 58, "y": 0.95067027965263 }, { "x": 59, "y": 0.95406130428619 }, { "x": 60, "y": 0.95721017993414 }, { "x": 61, "y": 0.96013453182844 }, { "x": 62, "y": 0.96285071840968 }, { "x": 63, "y": 0.96537391534863 }, { "x": 64, "y": 0.96771819546564 }, { "x": 65, "y": 0.96989660445454 }, { "x": 66, "y": 0.97192123239272 }, { "x": 67, "y": 0.97380328107771 }, { "x": 68, "y": 0.97555312727541 }, { "x": 69, "y": 0.97718038199875 }, { "x": 70, "y": 0.97869394595991 }, { "x": 71, "y": 0.98010206135638 }, { "x": 72, "y": 0.98141236016212 }, { "x": 73, "y": 0.98263190910148 }, { "x": 74, "y": 0.98376725148597 }, { "x": 75, "y": 0.98482444609382 }, { "x": 76, "y": 0.98580910326932 }, { "x": 77, "y": 0.98672641841483 }, { "x": 78, "y": 0.98758120304256 }, { "x": 79, "y": 0.98837791354679 }, { "x": 80, "y": 0.98912067784993 }, { "x": 81, "y": 0.98981332006841 }, { "x": 82, "y": 0.99045938333658 }, { "x": 83, "y": 0.99106215091911 }, { "x": 84, "y": 0.99162466573463 }, { "x": 85, "y": 0.99214974840587 }, { "x": 86, "y": 0.99264001394405 }, { "x": 87, "y": 0.99309788716854 }, { "x": 88, "y": 0.99352561695573 }, { "x": 89, "y": 0.9939252894047 }, { "x": 90, "y": 0.99429884000133 }, { "x": 91, "y": 0.99464806485644 }, { "x": 92, "y": 0.99497463108835 }, { "x": 93, "y": 0.9952800864149 }, { "x": 94, "y": 0.99556586801552 }, { "x": 95, "y": 0.99583331071904 }, { "x": 96, "y": 0.9960836545691 }, { "x": 97, "y": 0.99631805181494 }, { "x": 98, "y": 0.99653757337181 }, { "x": 99, "y": 0.99674321479179 }, { "x": 100, "y": 0.9969359017828 }, { "x": 101, "y": 0.99711649531058 }, { "x": 102, "y": 0.99728579631581 }, { "x": 103, "y": 0.997444550076 }, { "x": 104, "y": 0.9975934502395 }, { "x": 105, "y": 0.99773314255695 }, { "x": 106, "y": 0.99786422833333 }, { "x": 107, "y": 0.99798726762215 }, { "x": 108, "y": 0.99810278218156 }, { "x": 109, "y": 0.99821125821063 }, { "x": 110, "y": 0.99831314888259 }, { "x": 111, "y": 0.99840887669066 }, { "x": 112, "y": 0.99849883562061 }, { "x": 113, "y": 0.99858339316338 }, { "x": 114, "y": 0.99866289217988 }, { "x": 115, "y": 0.99873765262918 }, { "x": 116, "y": 0.99880797317045 }, { "x": 117, "y": 0.99887413264815 }, { "x": 118, "y": 0.9989363914694 }, { "x": 119, "y": 0.99899499288143 }, { "x": 120, "y": 0.99905016415684 }, { "x": 121, "y": 0.99910211769347 }, { "x": 122, "y": 0.99915105203515 }, { "x": 123, "y": 0.99919715281952 }, { "x": 124, "y": 0.999240593658 }, { "x": 125, "y": 0.99928153695319 } ] }, { "id": 95, "curve_id": "L13.1", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Above ground tanks", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 3.2347491750444912, "sigma": 0.49999999999999994, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.235, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 251, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.916E-11 }, { "x": 2, "y": 1.8556038E-07 }, { "x": 3, "y": 9.67449072E-06 }, { "x": 4, "y": 0.0001091199943 }, { "x": 5, "y": 0.00057576318581 }, { "x": 6, "y": 0.0019509884085 }, { "x": 7, "y": 0.00497333113776 }, { "x": 8, "y": 0.01042705761319 }, { "x": 9, "y": 0.01899098778939 }, { "x": 10, "y": 0.03113781701649 }, { "x": 11, "y": 0.04709401960192 }, { "x": 12, "y": 0.06684800240546 }, { "x": 13, "y": 0.09018777125126 }, { "x": 14, "y": 0.11675149624281 }, { "x": 15, "y": 0.14607932215674 }, { "x": 16, "y": 0.17765963070782 }, { "x": 17, "y": 0.21096665786592 }, { "x": 18, "y": 0.24548878132643 }, { "x": 19, "y": 0.28074816288498 }, { "x": 20, "y": 0.31631307303839 }, { "x": 21, "y": 0.35180441320968 }, { "x": 22, "y": 0.38689788446152 }, { "x": 23, "y": 0.42132306276808 }, { "x": 24, "y": 0.45486041044668 }, { "x": 25, "y": 0.48733702607118 }, { "x": 26, "y": 0.51862173307919 }, { "x": 27, "y": 0.5486199386205 }, { "x": 28, "y": 0.57726855963109 }, { "x": 29, "y": 0.60453120951522 }, { "x": 30, "y": 0.63039376149905 }, { "x": 31, "y": 0.65486034872944 }, { "x": 32, "y": 0.6779498219372 }, { "x": 33, "y": 0.69969265900582 }, { "x": 34, "y": 0.72012830382651 }, { "x": 35, "y": 0.73930290178644 }, { "x": 36, "y": 0.75726739411871 }, { "x": 37, "y": 0.77407593161576 }, { "x": 38, "y": 0.78978456873687 }, { "x": 39, "y": 0.80445020109725 }, { "x": 40, "y": 0.81812971211686 }, { "x": 41, "y": 0.83087929781656 }, { "x": 42, "y": 0.84275394209369 }, { "x": 43, "y": 0.85380701810181 }, { "x": 44, "y": 0.86408999448363 }, { "x": 45, "y": 0.87365222809395 }, { "x": 46, "y": 0.88254082746835 }, { "x": 47, "y": 0.89080057363183 }, { "x": 48, "y": 0.89847388690661 }, { "x": 49, "y": 0.90560083018251 }, { "x": 50, "y": 0.91221914067764 }, { "x": 51, "y": 0.91836428356378 }, { "x": 52, "y": 0.92406952198277 }, { "x": 53, "y": 0.92936599896019 }, { "x": 54, "y": 0.93428282755219 }, { "x": 55, "y": 0.93884718626027 }, { "x": 56, "y": 0.94308441733458 }, { "x": 57, "y": 0.94701812607589 }, { "x": 58, "y": 0.95067027965263 }, { "x": 59, "y": 0.95406130428619 }, { "x": 60, "y": 0.95721017993414 }, { "x": 61, "y": 0.96013453182844 }, { "x": 62, "y": 0.96285071840968 }, { "x": 63, "y": 0.96537391534863 }, { "x": 64, "y": 0.96771819546564 }, { "x": 65, "y": 0.96989660445454 }, { "x": 66, "y": 0.97192123239272 }, { "x": 67, "y": 0.97380328107771 }, { "x": 68, "y": 0.97555312727541 }, { "x": 69, "y": 0.97718038199875 }, { "x": 70, "y": 0.97869394595991 }, { "x": 71, "y": 0.98010206135638 }, { "x": 72, "y": 0.98141236016212 }, { "x": 73, "y": 0.98263190910148 }, { "x": 74, "y": 0.98376725148597 }, { "x": 75, "y": 0.98482444609382 }, { "x": 76, "y": 0.98580910326932 }, { "x": 77, "y": 0.98672641841483 }, { "x": 78, "y": 0.98758120304256 }, { "x": 79, "y": 0.98837791354679 }, { "x": 80, "y": 0.98912067784993 }, { "x": 81, "y": 0.98981332006841 }, { "x": 82, "y": 0.99045938333658 }, { "x": 83, "y": 0.99106215091911 }, { "x": 84, "y": 0.99162466573463 }, { "x": 85, "y": 0.99214974840587 }, { "x": 86, "y": 0.99264001394405 }, { "x": 87, "y": 0.99309788716854 }, { "x": 88, "y": 0.99352561695573 }, { "x": 89, "y": 0.9939252894047 }, { "x": 90, "y": 0.99429884000133 }, { "x": 91, "y": 0.99464806485644 }, { "x": 92, "y": 0.99497463108835 }, { "x": 93, "y": 0.9952800864149 }, { "x": 94, "y": 0.99556586801552 }, { "x": 95, "y": 0.99583331071904 }, { "x": 96, "y": 0.9960836545691 }, { "x": 97, "y": 0.99631805181494 }, { "x": 98, "y": 0.99653757337181 }, { "x": 99, "y": 0.99674321479179 }, { "x": 100, "y": 0.9969359017828 }, { "x": 101, "y": 0.99711649531058 }, { "x": 102, "y": 0.99728579631581 }, { "x": 103, "y": 0.997444550076 }, { "x": 104, "y": 0.9975934502395 }, { "x": 105, "y": 0.99773314255695 }, { "x": 106, "y": 0.99786422833333 }, { "x": 107, "y": 0.99798726762215 }, { "x": 108, "y": 0.99810278218156 }, { "x": 109, "y": 0.99821125821063 }, { "x": 110, "y": 0.99831314888259 }, { "x": 111, "y": 0.99840887669066 }, { "x": 112, "y": 0.99849883562061 }, { "x": 113, "y": 0.99858339316338 }, { "x": 114, "y": 0.99866289217988 }, { "x": 115, "y": 0.99873765262918 }, { "x": 116, "y": 0.99880797317045 }, { "x": 117, "y": 0.99887413264815 }, { "x": 118, "y": 0.9989363914694 }, { "x": 119, "y": 0.99899499288143 }, { "x": 120, "y": 0.99905016415684 }, { "x": 121, "y": 0.99910211769347 }, { "x": 122, "y": 0.99915105203515 }, { "x": 123, "y": 0.99919715281952 }, { "x": 124, "y": 0.999240593658 }, { "x": 125, "y": 0.99928153695319 }, { "x": 126, "y": 0.99932013465825 }, { "x": 127, "y": 0.99935652898251 }, { "x": 128, "y": 0.99939085304727 }, { "x": 129, "y": 0.99942323149553 }, { "x": 130, "y": 0.99945378105891 }, { "x": 131, "y": 0.99948261108492 }, { "x": 132, "y": 0.99950982402755 }, { "x": 133, "y": 0.9995355159037 }, { "x": 134, "y": 0.99955977671801 }, { "x": 135, "y": 0.99958269085839 }, { "x": 136, "y": 0.99960433746427 }, { "x": 137, "y": 0.99962479076959 }, { "x": 138, "y": 0.99964412042237 }, { "x": 139, "y": 0.99966239178245 }, { "x": 140, "y": 0.99967966619897 }, { "x": 141, "y": 0.99969600126907 }, { "x": 142, "y": 0.99971145107913 }, { "x": 143, "y": 0.99972606642973 }, { "x": 144, "y": 0.99973989504555 }, { "x": 145, "y": 0.99975298177115 }, { "x": 146, "y": 0.99976536875379 }, { "x": 147, "y": 0.99977709561398 }, { "x": 148, "y": 0.99978819960485 }, { "x": 149, "y": 0.99979871576087 }, { "x": 150, "y": 0.99980867703686 }, { "x": 151, "y": 0.99981811443782 }, { "x": 152, "y": 0.99982705714029 }, { "x": 153, "y": 0.99983553260576 }, { "x": 154, "y": 0.99984356668676 }, { "x": 155, "y": 0.999851183726 }, { "x": 156, "y": 0.99985840664917 }, { "x": 157, "y": 0.9998652570517 }, { "x": 158, "y": 0.99987175527997 }, { "x": 159, "y": 0.99987792050735 }, { "x": 160, "y": 0.99988377080534 }, { "x": 161, "y": 0.99988932321022 }, { "x": 162, "y": 0.99989459378542 }, { "x": 163, "y": 0.99989959768002 }, { "x": 164, "y": 0.9999043491835 }, { "x": 165, "y": 0.99990886177706 }, { "x": 166, "y": 0.99991314818177 }, { "x": 167, "y": 0.99991722040365 }, { "x": 168, "y": 0.99992108977597 }, { "x": 169, "y": 0.99992476699895 }, { "x": 170, "y": 0.99992826217696 }, { "x": 171, "y": 0.99993158485342 }, { "x": 172, "y": 0.99993474404362 }, { "x": 173, "y": 0.99993774826547 }, { "x": 174, "y": 0.99994060556836 }, { "x": 175, "y": 0.99994332356031 }, { "x": 176, "y": 0.99994590943344 }, { "x": 177, "y": 0.99994836998788 }, { "x": 178, "y": 0.9999507116543 }, { "x": 179, "y": 0.999952940515 }, { "x": 180, "y": 0.99995506232379 }, { "x": 181, "y": 0.99995708252468 }, { "x": 182, "y": 0.99995900626942 }, { "x": 183, "y": 0.999960838434 }, { "x": 184, "y": 0.99996258363424 }, { "x": 185, "y": 0.99996424624034 }, { "x": 186, "y": 0.99996583039071 }, { "x": 187, "y": 0.99996734000482 }, { "x": 188, "y": 0.9999687787955 }, { "x": 189, "y": 0.9999701502803 }, { "x": 190, "y": 0.9999714577924 }, { "x": 191, "y": 0.9999727044907 }, { "x": 192, "y": 0.99997389336948 }, { "x": 193, "y": 0.99997502726737 }, { "x": 194, "y": 0.99997610887592 }, { "x": 195, "y": 0.9999771407476 }, { "x": 196, "y": 0.99997812530335 }, { "x": 197, "y": 0.99997906483974 }, { "x": 198, "y": 0.99997996153569 }, { "x": 199, "y": 0.99998081745879 }, { "x": 200, "y": 0.99998163457132 }, { "x": 201, "y": 0.9999824147359 }, { "x": 202, "y": 0.99998315972076 }, { "x": 203, "y": 0.99998387120487 }, { "x": 204, "y": 0.99998455078258 }, { "x": 205, "y": 0.99998519996819 }, { "x": 206, "y": 0.99998582020014 }, { "x": 207, "y": 0.99998641284502 }, { "x": 208, "y": 0.99998697920135 }, { "x": 209, "y": 0.99998752050313 }, { "x": 210, "y": 0.99998803792327 }, { "x": 211, "y": 0.99998853257669 }, { "x": 212, "y": 0.9999890055234 }, { "x": 213, "y": 0.99998945777134 }, { "x": 214, "y": 0.99998989027905 }, { "x": 215, "y": 0.99999030395822 }, { "x": 216, "y": 0.99999069967612 }, { "x": 217, "y": 0.99999107825787 }, { "x": 218, "y": 0.99999144048858 }, { "x": 219, "y": 0.99999178711542 }, { "x": 220, "y": 0.99999211884953 }, { "x": 221, "y": 0.99999243636784 }, { "x": 222, "y": 0.99999274031483 }, { "x": 223, "y": 0.99999303130416 }, { "x": 224, "y": 0.99999330992018 }, { "x": 225, "y": 0.99999357671947 }, { "x": 226, "y": 0.99999383223219 }, { "x": 227, "y": 0.99999407696339 }, { "x": 228, "y": 0.9999943113943 }, { "x": 229, "y": 0.99999453598345 }, { "x": 230, "y": 0.99999475116789 }, { "x": 231, "y": 0.99999495736416 }, { "x": 232, "y": 0.99999515496934 }, { "x": 233, "y": 0.99999534436201 }, { "x": 234, "y": 0.99999552590315 }, { "x": 235, "y": 0.99999569993701 }, { "x": 236, "y": 0.99999586679191 }, { "x": 237, "y": 0.99999602678104 }, { "x": 238, "y": 0.99999618020314 }, { "x": 239, "y": 0.99999632734328 }, { "x": 240, "y": 0.99999646847346 }, { "x": 241, "y": 0.99999660385326 }, { "x": 242, "y": 0.99999673373044 }, { "x": 243, "y": 0.99999685834148 }, { "x": 244, "y": 0.99999697791218 }, { "x": 245, "y": 0.99999709265808 }, { "x": 246, "y": 0.99999720278504 }, { "x": 247, "y": 0.99999730848965 }, { "x": 248, "y": 0.99999740995965 }, { "x": 249, "y": 0.9999975073744 }, { "x": 250, "y": 0.99999760090525 } ] }, { "id": 96, "curve_id": "L13.10", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Unanchored concrete, >1,000,000 Gallons", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 1.8076328194043447, "sigma": 0.50000000000000078, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.808, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.00015001990182 }, { "x": 2, "y": 0.01290790795714 }, { "x": 3, "y": 0.07808938849583 }, { "x": 4, "y": 0.19970458027345 }, { "x": 5, "y": 0.34590873965302 }, { "x": 6, "y": 0.48733702607118 }, { "x": 7, "y": 0.60893895810006 }, { "x": 8, "y": 0.70664762355209 }, { "x": 9, "y": 0.78206419051972 }, { "x": 10, "y": 0.83888961163863 }, { "x": 11, "y": 0.88110424482055 }, { "x": 12, "y": 0.91221914067764 }, { "x": 13, "y": 0.93506732448482 }, { "x": 14, "y": 0.95182866937728 }, { "x": 15, "y": 0.96413553609311 }, { "x": 16, "y": 0.97319111680538 }, { "x": 17, "y": 0.97987436715654 }, { "x": 18, "y": 0.98482444609382 }, { "x": 19, "y": 0.988505346953 }, { "x": 20, "y": 0.99125398468911 }, { "x": 21, "y": 0.99331538594276 }, { "x": 22, "y": 0.99486819540781 }, { "x": 23, "y": 0.9960430680749 }, { "x": 24, "y": 0.9969359017828 }, { "x": 25, "y": 0.99761735495484 }, { "x": 26, "y": 0.99813969988167 }, { "x": 27, "y": 0.99854176758021 }, { "x": 28, "y": 0.99885252538986 }, { "x": 29, "y": 0.99909367363426 }, { "x": 30, "y": 0.99928153695319 }, { "x": 31, "y": 0.99942844705359 }, { "x": 32, "y": 0.99954375756945 }, { "x": 33, "y": 0.9996345918704 }, { "x": 34, "y": 0.99970639630358 }, { "x": 35, "y": 0.99976335113839 }, { "x": 36, "y": 0.99980867703686 }, { "x": 37, "y": 0.99984486451834 }, { "x": 38, "y": 0.99987384644143 }, { "x": 39, "y": 0.99989712815518 }, { "x": 40, "y": 0.99991588608146 }, { "x": 41, "y": 0.99993104266437 }, { "x": 42, "y": 0.99994332356031 }, { "x": 43, "y": 0.9999533014332 }, { "x": 44, "y": 0.99996142960939 }, { "x": 45, "y": 0.9999680680288 }, { "x": 46, "y": 0.99997350332261 }, { "x": 47, "y": 0.9999779643976 }, { "x": 48, "y": 0.99998163457132 }, { "x": 49, "y": 0.99998466105098 }, { "x": 50, "y": 0.99998716235997 }, { "x": 51, "y": 0.99998923417368 }, { "x": 52, "y": 0.99999095391871 }, { "x": 53, "y": 0.99999238440759 }, { "x": 54, "y": 0.99999357671947 }, { "x": 55, "y": 0.99999457248914 }, { "x": 56, "y": 0.99999540573078 }, { "x": 57, "y": 0.99999610429484 }, { "x": 58, "y": 0.99999669103463 }, { "x": 59, "y": 0.99999718474286 }, { "x": 60, "y": 0.99999760090525 }, { "x": 61, "y": 0.99999795230841 }, { "x": 62, "y": 0.99999824953125 }, { "x": 63, "y": 0.99999850134313 }, { "x": 64, "y": 0.99999871502722 }, { "x": 65, "y": 0.99999889664359 }, { "x": 66, "y": 0.99999905124377 }, { "x": 67, "y": 0.9999991830461 }, { "x": 68, "y": 0.99999929557927 }, { "x": 69, "y": 0.9999993918001 }, { "x": 70, "y": 0.99999947419037 }, { "x": 71, "y": 0.99999954483654 }, { "x": 72, "y": 0.9999996054955 }, { "x": 73, "y": 0.99999965764899 }, { "x": 74, "y": 0.99999970254859 }, { "x": 75, "y": 0.99999974125307 }, { "x": 76, "y": 0.99999977465941 }, { "x": 77, "y": 0.99999980352863 }, { "x": 78, "y": 0.99999982850733 }, { "x": 79, "y": 0.99999985014563 }, { "x": 80, "y": 0.99999986891224 }, { "x": 81, "y": 0.99999988520702 }, { "x": 82, "y": 0.99999989937153 }, { "x": 83, "y": 0.99999991169796 }, { "x": 84, "y": 0.99999992243653 }, { "x": 85, "y": 0.99999993180182 }, { "x": 86, "y": 0.99999993997805 }, { "x": 87, "y": 0.99999994712359 }, { "x": 88, "y": 0.99999995337471 }, { "x": 89, "y": 0.99999995884885 }, { "x": 90, "y": 0.99999996364729 }, { "x": 91, "y": 0.99999996785752 }, { "x": 92, "y": 0.99999997155516 }, { "x": 93, "y": 0.99999997480565 }, { "x": 94, "y": 0.9999999776657 }, { "x": 95, "y": 0.99999998018449 }, { "x": 96, "y": 0.99999998240472 }, { "x": 97, "y": 0.9999999843635 }, { "x": 98, "y": 0.99999998609311 }, { "x": 99, "y": 0.99999998762166 }, { "x": 100, "y": 0.99999998897366 }, { "x": 101, "y": 0.99999999017049 }, { "x": 102, "y": 0.99999999123081 }, { "x": 103, "y": 0.99999999217096 }, { "x": 104, "y": 0.99999999300521 }, { "x": 105, "y": 0.99999999374605 }, { "x": 106, "y": 0.99999999440447 }, { "x": 107, "y": 0.99999999499006 }, { "x": 108, "y": 0.99999999551127 }, { "x": 109, "y": 0.99999999597553 }, { "x": 110, "y": 0.99999999638935 }, { "x": 111, "y": 0.99999999675847 }, { "x": 112, "y": 0.99999999708796 }, { "x": 113, "y": 0.99999999738227 }, { "x": 114, "y": 0.99999999764535 }, { "x": 115, "y": 0.99999999788065 }, { "x": 116, "y": 0.99999999809127 }, { "x": 117, "y": 0.99999999827991 }, { "x": 118, "y": 0.99999999844897 }, { "x": 119, "y": 0.99999999860058 }, { "x": 120, "y": 0.99999999873663 } ] }, { "id": 97, "curve_id": "L13.11", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Anchored concrete, 50,000 - 1,000,000 Gallons", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 1.8076328194043447, "sigma": 0.50000000000000078, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.808, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.00015001990182 }, { "x": 2, "y": 0.01290790795714 }, { "x": 3, "y": 0.07808938849583 }, { "x": 4, "y": 0.19970458027345 }, { "x": 5, "y": 0.34590873965302 }, { "x": 6, "y": 0.48733702607118 }, { "x": 7, "y": 0.60893895810006 }, { "x": 8, "y": 0.70664762355209 }, { "x": 9, "y": 0.78206419051972 }, { "x": 10, "y": 0.83888961163863 }, { "x": 11, "y": 0.88110424482055 }, { "x": 12, "y": 0.91221914067764 }, { "x": 13, "y": 0.93506732448482 }, { "x": 14, "y": 0.95182866937728 }, { "x": 15, "y": 0.96413553609311 }, { "x": 16, "y": 0.97319111680538 }, { "x": 17, "y": 0.97987436715654 }, { "x": 18, "y": 0.98482444609382 }, { "x": 19, "y": 0.988505346953 }, { "x": 20, "y": 0.99125398468911 }, { "x": 21, "y": 0.99331538594276 }, { "x": 22, "y": 0.99486819540781 }, { "x": 23, "y": 0.9960430680749 }, { "x": 24, "y": 0.9969359017828 }, { "x": 25, "y": 0.99761735495484 }, { "x": 26, "y": 0.99813969988167 }, { "x": 27, "y": 0.99854176758021 }, { "x": 28, "y": 0.99885252538986 }, { "x": 29, "y": 0.99909367363426 }, { "x": 30, "y": 0.99928153695319 }, { "x": 31, "y": 0.99942844705359 }, { "x": 32, "y": 0.99954375756945 }, { "x": 33, "y": 0.9996345918704 }, { "x": 34, "y": 0.99970639630358 }, { "x": 35, "y": 0.99976335113839 }, { "x": 36, "y": 0.99980867703686 }, { "x": 37, "y": 0.99984486451834 }, { "x": 38, "y": 0.99987384644143 }, { "x": 39, "y": 0.99989712815518 }, { "x": 40, "y": 0.99991588608146 }, { "x": 41, "y": 0.99993104266437 }, { "x": 42, "y": 0.99994332356031 }, { "x": 43, "y": 0.9999533014332 }, { "x": 44, "y": 0.99996142960939 }, { "x": 45, "y": 0.9999680680288 }, { "x": 46, "y": 0.99997350332261 }, { "x": 47, "y": 0.9999779643976 }, { "x": 48, "y": 0.99998163457132 }, { "x": 49, "y": 0.99998466105098 }, { "x": 50, "y": 0.99998716235997 }, { "x": 51, "y": 0.99998923417368 }, { "x": 52, "y": 0.99999095391871 }, { "x": 53, "y": 0.99999238440759 }, { "x": 54, "y": 0.99999357671947 }, { "x": 55, "y": 0.99999457248914 }, { "x": 56, "y": 0.99999540573078 }, { "x": 57, "y": 0.99999610429484 }, { "x": 58, "y": 0.99999669103463 }, { "x": 59, "y": 0.99999718474286 }, { "x": 60, "y": 0.99999760090525 }, { "x": 61, "y": 0.99999795230841 }, { "x": 62, "y": 0.99999824953125 }, { "x": 63, "y": 0.99999850134313 }, { "x": 64, "y": 0.99999871502722 }, { "x": 65, "y": 0.99999889664359 }, { "x": 66, "y": 0.99999905124377 }, { "x": 67, "y": 0.9999991830461 }, { "x": 68, "y": 0.99999929557927 }, { "x": 69, "y": 0.9999993918001 }, { "x": 70, "y": 0.99999947419037 }, { "x": 71, "y": 0.99999954483654 }, { "x": 72, "y": 0.9999996054955 }, { "x": 73, "y": 0.99999965764899 }, { "x": 74, "y": 0.99999970254859 }, { "x": 75, "y": 0.99999974125307 }, { "x": 76, "y": 0.99999977465941 }, { "x": 77, "y": 0.99999980352863 }, { "x": 78, "y": 0.99999982850733 }, { "x": 79, "y": 0.99999985014563 }, { "x": 80, "y": 0.99999986891224 }, { "x": 81, "y": 0.99999988520702 }, { "x": 82, "y": 0.99999989937153 }, { "x": 83, "y": 0.99999991169796 }, { "x": 84, "y": 0.99999992243653 }, { "x": 85, "y": 0.99999993180182 }, { "x": 86, "y": 0.99999993997805 }, { "x": 87, "y": 0.99999994712359 }, { "x": 88, "y": 0.99999995337471 }, { "x": 89, "y": 0.99999995884885 }, { "x": 90, "y": 0.99999996364729 }, { "x": 91, "y": 0.99999996785752 }, { "x": 92, "y": 0.99999997155516 }, { "x": 93, "y": 0.99999997480565 }, { "x": 94, "y": 0.9999999776657 }, { "x": 95, "y": 0.99999998018449 }, { "x": 96, "y": 0.99999998240472 }, { "x": 97, "y": 0.9999999843635 }, { "x": 98, "y": 0.99999998609311 }, { "x": 99, "y": 0.99999998762166 }, { "x": 100, "y": 0.99999998897366 }, { "x": 101, "y": 0.99999999017049 }, { "x": 102, "y": 0.99999999123081 }, { "x": 103, "y": 0.99999999217096 }, { "x": 104, "y": 0.99999999300521 }, { "x": 105, "y": 0.99999999374605 }, { "x": 106, "y": 0.99999999440447 }, { "x": 107, "y": 0.99999999499006 }, { "x": 108, "y": 0.99999999551127 }, { "x": 109, "y": 0.99999999597553 }, { "x": 110, "y": 0.99999999638935 }, { "x": 111, "y": 0.99999999675847 }, { "x": 112, "y": 0.99999999708796 }, { "x": 113, "y": 0.99999999738227 }, { "x": 114, "y": 0.99999999764535 }, { "x": 115, "y": 0.99999999788065 }, { "x": 116, "y": 0.99999999809127 }, { "x": 117, "y": 0.99999999827991 }, { "x": 118, "y": 0.99999999844897 }, { "x": 119, "y": 0.99999999860058 }, { "x": 120, "y": 0.99999999873663 } ] }, { "id": 98, "curve_id": "L13.2", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Wood tanks at grade, 50,000-500,000 Gallons", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 2.21309792751186, "sigma": 0.50000000000442713, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.213, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.7954725E-06 }, { "x": 2, "y": 0.00118327768901 }, { "x": 3, "y": 0.01290790795714 }, { "x": 4, "y": 0.04910368124694 }, { "x": 5, "y": 0.11365445983875 }, { "x": 6, "y": 0.19970458027345 }, { "x": 7, "y": 0.29654086336119 }, { "x": 8, "y": 0.39461417704346 }, { "x": 9, "y": 0.48733702607118 }, { "x": 10, "y": 0.57102107141618 }, { "x": 11, "y": 0.64415774613567 }, { "x": 12, "y": 0.70664762355209 }, { "x": 13, "y": 0.75919108052305 }, { "x": 14, "y": 0.8028704203732 }, { "x": 15, "y": 0.83888961163863 }, { "x": 16, "y": 0.86842600332915 }, { "x": 17, "y": 0.89255498645957 }, { "x": 18, "y": 0.91221914067764 }, { "x": 19, "y": 0.92822280726193 }, { "x": 20, "y": 0.94124003958774 }, { "x": 21, "y": 0.95182866937728 }, { "x": 22, "y": 0.96044632262788 }, { "x": 23, "y": 0.96746614116132 }, { "x": 24, "y": 0.97319111680538 }, { "x": 25, "y": 0.97786660839484 }, { "x": 26, "y": 0.98169097533063 }, { "x": 27, "y": 0.98482444609382 }, { "x": 28, "y": 0.98739642123675 }, { "x": 29, "y": 0.98951143394375 }, { "x": 30, "y": 0.99125398468911 }, { "x": 31, "y": 0.99269244576573 }, { "x": 32, "y": 0.99388220547947 }, { "x": 33, "y": 0.99486819540781 }, { "x": 34, "y": 0.99568691968038 }, { "x": 35, "y": 0.99636808374555 }, { "x": 36, "y": 0.9969359017828 }, { "x": 37, "y": 0.9974101466555 }, { "x": 38, "y": 0.99780699375503 }, { "x": 39, "y": 0.99813969988167 }, { "x": 40, "y": 0.99841915006704 }, { "x": 41, "y": 0.99865429862157 }, { "x": 42, "y": 0.99885252538986 }, { "x": 43, "y": 0.9990199239646 }, { "x": 44, "y": 0.9991615352344 }, { "x": 45, "y": 0.99928153695319 }, { "x": 46, "y": 0.99938339787785 }, { "x": 47, "y": 0.99947000331623 }, { "x": 48, "y": 0.99954375756945 }, { "x": 49, "y": 0.99960666766983 }, { "x": 50, "y": 0.99966041195187 }, { "x": 51, "y": 0.99970639630358 }, { "x": 52, "y": 0.99974580039374 }, { "x": 53, "y": 0.9997796157285 }, { "x": 54, "y": 0.99980867703686 }, { "x": 55, "y": 0.99983368819925 }, { "x": 56, "y": 0.99985524370521 }, { "x": 57, "y": 0.99987384644143 }, { "x": 58, "y": 0.99988992246244 }, { "x": 59, "y": 0.99990383327652 }, { "x": 60, "y": 0.99991588608146 }, { "x": 61, "y": 0.99992634230622 }, { "x": 62, "y": 0.99993542475026 }, { "x": 63, "y": 0.99994332356031 }, { "x": 64, "y": 0.9999502012415 }, { "x": 65, "y": 0.99995619686546 }, { "x": 66, "y": 0.99996142960939 }, { "x": 67, "y": 0.99996600173676 }, { "x": 68, "y": 0.99997000111167 }, { "x": 69, "y": 0.99997350332261 }, { "x": 70, "y": 0.99997657347905 }, { "x": 71, "y": 0.99997926773327 }, { "x": 72, "y": 0.99998163457132 }, { "x": 73, "y": 0.99998371590948 }, { "x": 74, "y": 0.99998554802693 }, { "x": 75, "y": 0.99998716235997 }, { "x": 76, "y": 0.99998858617938 }, { "x": 77, "y": 0.99998984316872 }, { "x": 78, "y": 0.99999095391871 }, { "x": 79, "y": 0.9999919363504 }, { "x": 80, "y": 0.9999928060779 }, { "x": 81, "y": 0.99999357671947 }, { "x": 82, "y": 0.99999426016486 }, { "x": 83, "y": 0.99999486680517 }, { "x": 84, "y": 0.99999540573078 }, { "x": 85, "y": 0.99999588490195 }, { "x": 86, "y": 0.99999631129603 }, { "x": 87, "y": 0.99999669103463 }, { "x": 88, "y": 0.99999702949355 }, { "x": 89, "y": 0.99999733139805 }, { "x": 90, "y": 0.99999760090525 }, { "x": 91, "y": 0.99999784167577 }, { "x": 92, "y": 0.99999805693583 }, { "x": 93, "y": 0.99999824953125 }, { "x": 94, "y": 0.99999842197446 }, { "x": 95, "y": 0.9999985764854 }, { "x": 96, "y": 0.99999871502722 }, { "x": 97, "y": 0.99999883933738 }, { "x": 98, "y": 0.99999895095483 }, { "x": 99, "y": 0.99999905124377 }, { "x": 100, "y": 0.99999914141447 }, { "x": 101, "y": 0.9999992225414 }, { "x": 102, "y": 0.99999929557927 }, { "x": 103, "y": 0.99999936137694 }, { "x": 104, "y": 0.99999942068977 }, { "x": 105, "y": 0.99999947419037 }, { "x": 106, "y": 0.99999952247813 }, { "x": 107, "y": 0.99999956608752 }, { "x": 108, "y": 0.9999996054955 }, { "x": 109, "y": 0.999999641128 }, { "x": 110, "y": 0.99999967336559 }, { "x": 111, "y": 0.99999970254859 }, { "x": 112, "y": 0.99999972898153 }, { "x": 113, "y": 0.99999975293704 }, { "x": 114, "y": 0.99999977465941 }, { "x": 115, "y": 0.99999979436762 }, { "x": 116, "y": 0.99999981225815 }, { "x": 117, "y": 0.99999982850733 }, { "x": 118, "y": 0.99999984327356 }, { "x": 119, "y": 0.99999985669919 }, { "x": 120, "y": 0.99999986891224 } ] }, { "id": 99, "curve_id": "L13.3", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Wood tanks elevated, 50,000-500,000 Gallons", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 1.925415854599877, "sigma": 0.50000000328216232, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.925, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 5.885868577E-05 }, { "x": 2, "y": 0.00685951323856 }, { "x": 3, "y": 0.04910368124694 }, { "x": 4, "y": 0.14046266618752 }, { "x": 5, "y": 0.26370785200032 }, { "x": 6, "y": 0.39461417704346 }, { "x": 7, "y": 0.51634750315852 }, { "x": 8, "y": 0.62097837921052 }, { "x": 9, "y": 0.70664762355209 }, { "x": 10, "y": 0.77467699777472 }, { "x": 11, "y": 0.82766005389907 }, { "x": 12, "y": 0.86842600332915 }, { "x": 13, "y": 0.89956326925638 }, { "x": 14, "y": 0.92325082332235 }, { "x": 15, "y": 0.94124003958774 }, { "x": 16, "y": 0.95490019762574 }, { "x": 17, "y": 0.96528373772294 }, { "x": 18, "y": 0.97319111680538 }, { "x": 19, "y": 0.97922734603158 }, { "x": 20, "y": 0.9838481707133 }, { "x": 21, "y": 0.98739642123675 }, { "x": 22, "y": 0.99012999371005 }, { "x": 23, "y": 0.99224309036918 }, { "x": 24, "y": 0.99388220547947 }, { "x": 25, "y": 0.99515809552794 }, { "x": 26, "y": 0.99615471832874 }, { "x": 27, "y": 0.9969359017828 }, { "x": 28, "y": 0.99755031981981 }, { "x": 29, "y": 0.99803520913702 }, { "x": 30, "y": 0.99841915006704 }, { "x": 31, "y": 0.99872415169936 }, { "x": 32, "y": 0.99896721921512 }, { "x": 33, "y": 0.9991615352344 }, { "x": 34, "y": 0.9993173528215 }, { "x": 35, "y": 0.99944267257003 }, { "x": 36, "y": 0.99954375756945 }, { "x": 37, "y": 0.99962552630483 }, { "x": 38, "y": 0.9996918533759 }, { "x": 39, "y": 0.99974580039374 }, { "x": 40, "y": 0.9997897938279 }, { "x": 41, "y": 0.99982576242289 }, { "x": 42, "y": 0.99985524370521 }, { "x": 43, "y": 0.9998794667871 }, { "x": 44, "y": 0.99989941693697 }, { "x": 45, "y": 0.99991588608146 }, { "x": 46, "y": 0.99992951241992 }, { "x": 47, "y": 0.99994081158786 }, { "x": 48, "y": 0.9999502012415 }, { "x": 49, "y": 0.99995802050579 }, { "x": 50, "y": 0.99996454540097 }, { "x": 51, "y": 0.99997000111167 }, { "x": 52, "y": 0.99997457177019 }, { "x": 53, "y": 0.99997840827753 }, { "x": 54, "y": 0.99998163457132 }, { "x": 55, "y": 0.99998435266139 }, { "x": 56, "y": 0.99998664668486 }, { "x": 57, "y": 0.99998858617938 }, { "x": 58, "y": 0.99999022873133 }, { "x": 59, "y": 0.99999162212307 }, { "x": 60, "y": 0.9999928060779 }, { "x": 61, "y": 0.99999381368112 }, { "x": 62, "y": 0.99999467253971 }, { "x": 63, "y": 0.99999540573078 }, { "x": 64, "y": 0.99999603257864 }, { "x": 65, "y": 0.99999656929295 }, { "x": 66, "y": 0.99999702949355 }, { "x": 67, "y": 0.99999742464313 }, { "x": 68, "y": 0.99999776440443 }, { "x": 69, "y": 0.99999805693583 }, { "x": 70, "y": 0.99999830913617 }, { "x": 71, "y": 0.99999852684812 }, { "x": 72, "y": 0.99999871502722 }, { "x": 73, "y": 0.99999887788275 }, { "x": 74, "y": 0.99999901899518 }, { "x": 75, "y": 0.99999914141447 }, { "x": 76, "y": 0.99999924774217 }, { "x": 77, "y": 0.99999934020042 }, { "x": 78, "y": 0.99999942068977 }, { "x": 79, "y": 0.99999949083784 }, { "x": 80, "y": 0.99999955204032 }, { "x": 81, "y": 0.9999996054955 }, { "x": 82, "y": 0.99999965223348 }, { "x": 83, "y": 0.99999969314083 }, { "x": 84, "y": 0.99999972898153 }, { "x": 85, "y": 0.99999976041465 }, { "x": 86, "y": 0.99999978800945 }, { "x": 87, "y": 0.99999981225815 }, { "x": 88, "y": 0.99999983358684 }, { "x": 89, "y": 0.99999985236476 }, { "x": 90, "y": 0.99999986891224 }, { "x": 91, "y": 0.99999988350747 }, { "x": 92, "y": 0.99999989639229 }, { "x": 93, "y": 0.99999990777715 }, { "x": 94, "y": 0.99999991784537 }, { "x": 95, "y": 0.99999992675683 }, { "x": 96, "y": 0.99999993465104 }, { "x": 97, "y": 0.9999999416499 }, { "x": 98, "y": 0.99999994786003 }, { "x": 99, "y": 0.99999995337471 }, { "x": 100, "y": 0.9999999582757 }, { "x": 101, "y": 0.99999996263469 }, { "x": 102, "y": 0.99999996651458 }, { "x": 103, "y": 0.99999996997064 }, { "x": 104, "y": 0.99999997305147 }, { "x": 105, "y": 0.99999997579981 }, { "x": 106, "y": 0.99999997825333 }, { "x": 107, "y": 0.9999999804452 }, { "x": 108, "y": 0.99999998240472 }, { "x": 109, "y": 0.99999998415773 }, { "x": 110, "y": 0.99999998572706 }, { "x": 111, "y": 0.9999999871329 }, { "x": 112, "y": 0.99999998839313 }, { "x": 113, "y": 0.99999998952357 }, { "x": 114, "y": 0.99999999053825 }, { "x": 115, "y": 0.99999999144959 }, { "x": 116, "y": 0.99999999226864 }, { "x": 117, "y": 0.99999999300521 }, { "x": 118, "y": 0.999999993668 }, { "x": 119, "y": 0.99999999426477 }, { "x": 120, "y": 0.99999999480241 } ] }, { "id": 100, "curve_id": "L13.4", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Unanchored steel tank at grade, 100,000-2,000,000 Gallons", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 2.21309792751186, "sigma": 0.50000000000442713, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.213, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.7954725E-06 }, { "x": 2, "y": 0.00118327768901 }, { "x": 3, "y": 0.01290790795714 }, { "x": 4, "y": 0.04910368124694 }, { "x": 5, "y": 0.11365445983875 }, { "x": 6, "y": 0.19970458027345 }, { "x": 7, "y": 0.29654086336119 }, { "x": 8, "y": 0.39461417704346 }, { "x": 9, "y": 0.48733702607118 }, { "x": 10, "y": 0.57102107141618 }, { "x": 11, "y": 0.64415774613567 }, { "x": 12, "y": 0.70664762355209 }, { "x": 13, "y": 0.75919108052305 }, { "x": 14, "y": 0.8028704203732 }, { "x": 15, "y": 0.83888961163863 }, { "x": 16, "y": 0.86842600332915 }, { "x": 17, "y": 0.89255498645957 }, { "x": 18, "y": 0.91221914067764 }, { "x": 19, "y": 0.92822280726193 }, { "x": 20, "y": 0.94124003958774 }, { "x": 21, "y": 0.95182866937728 }, { "x": 22, "y": 0.96044632262788 }, { "x": 23, "y": 0.96746614116132 }, { "x": 24, "y": 0.97319111680538 }, { "x": 25, "y": 0.97786660839484 }, { "x": 26, "y": 0.98169097533063 }, { "x": 27, "y": 0.98482444609382 }, { "x": 28, "y": 0.98739642123675 }, { "x": 29, "y": 0.98951143394375 }, { "x": 30, "y": 0.99125398468911 }, { "x": 31, "y": 0.99269244576573 }, { "x": 32, "y": 0.99388220547947 }, { "x": 33, "y": 0.99486819540781 }, { "x": 34, "y": 0.99568691968038 }, { "x": 35, "y": 0.99636808374555 }, { "x": 36, "y": 0.9969359017828 }, { "x": 37, "y": 0.9974101466555 }, { "x": 38, "y": 0.99780699375503 }, { "x": 39, "y": 0.99813969988167 }, { "x": 40, "y": 0.99841915006704 }, { "x": 41, "y": 0.99865429862157 }, { "x": 42, "y": 0.99885252538986 }, { "x": 43, "y": 0.9990199239646 }, { "x": 44, "y": 0.9991615352344 }, { "x": 45, "y": 0.99928153695319 }, { "x": 46, "y": 0.99938339787785 }, { "x": 47, "y": 0.99947000331623 }, { "x": 48, "y": 0.99954375756945 }, { "x": 49, "y": 0.99960666766983 }, { "x": 50, "y": 0.99966041195187 }, { "x": 51, "y": 0.99970639630358 }, { "x": 52, "y": 0.99974580039374 }, { "x": 53, "y": 0.9997796157285 }, { "x": 54, "y": 0.99980867703686 }, { "x": 55, "y": 0.99983368819925 }, { "x": 56, "y": 0.99985524370521 }, { "x": 57, "y": 0.99987384644143 }, { "x": 58, "y": 0.99988992246244 }, { "x": 59, "y": 0.99990383327652 }, { "x": 60, "y": 0.99991588608146 }, { "x": 61, "y": 0.99992634230622 }, { "x": 62, "y": 0.99993542475026 }, { "x": 63, "y": 0.99994332356031 }, { "x": 64, "y": 0.9999502012415 }, { "x": 65, "y": 0.99995619686546 }, { "x": 66, "y": 0.99996142960939 }, { "x": 67, "y": 0.99996600173676 }, { "x": 68, "y": 0.99997000111167 }, { "x": 69, "y": 0.99997350332261 }, { "x": 70, "y": 0.99997657347905 }, { "x": 71, "y": 0.99997926773327 }, { "x": 72, "y": 0.99998163457132 }, { "x": 73, "y": 0.99998371590948 }, { "x": 74, "y": 0.99998554802693 }, { "x": 75, "y": 0.99998716235997 }, { "x": 76, "y": 0.99998858617938 }, { "x": 77, "y": 0.99998984316872 }, { "x": 78, "y": 0.99999095391871 }, { "x": 79, "y": 0.9999919363504 }, { "x": 80, "y": 0.9999928060779 }, { "x": 81, "y": 0.99999357671947 }, { "x": 82, "y": 0.99999426016486 }, { "x": 83, "y": 0.99999486680517 }, { "x": 84, "y": 0.99999540573078 }, { "x": 85, "y": 0.99999588490195 }, { "x": 86, "y": 0.99999631129603 }, { "x": 87, "y": 0.99999669103463 }, { "x": 88, "y": 0.99999702949355 }, { "x": 89, "y": 0.99999733139805 }, { "x": 90, "y": 0.99999760090525 }, { "x": 91, "y": 0.99999784167577 }, { "x": 92, "y": 0.99999805693583 }, { "x": 93, "y": 0.99999824953125 }, { "x": 94, "y": 0.99999842197446 }, { "x": 95, "y": 0.9999985764854 }, { "x": 96, "y": 0.99999871502722 }, { "x": 97, "y": 0.99999883933738 }, { "x": 98, "y": 0.99999895095483 }, { "x": 99, "y": 0.99999905124377 }, { "x": 100, "y": 0.99999914141447 }, { "x": 101, "y": 0.9999992225414 }, { "x": 102, "y": 0.99999929557927 }, { "x": 103, "y": 0.99999936137694 }, { "x": 104, "y": 0.99999942068977 }, { "x": 105, "y": 0.99999947419037 }, { "x": 106, "y": 0.99999952247813 }, { "x": 107, "y": 0.99999956608752 }, { "x": 108, "y": 0.9999996054955 }, { "x": 109, "y": 0.999999641128 }, { "x": 110, "y": 0.99999967336559 }, { "x": 111, "y": 0.99999970254859 }, { "x": 112, "y": 0.99999972898153 }, { "x": 113, "y": 0.99999975293704 }, { "x": 114, "y": 0.99999977465941 }, { "x": 115, "y": 0.99999979436762 }, { "x": 116, "y": 0.99999981225815 }, { "x": 117, "y": 0.99999982850733 }, { "x": 118, "y": 0.99999984327356 }, { "x": 119, "y": 0.99999985669919 }, { "x": 120, "y": 0.99999986891224 } ] }, { "id": 101, "curve_id": "L13.5", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Unanchored steel tank at grade, >2,000,000 Gallons", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 2.21309792751186, "sigma": 0.50000000000442713, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.213, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.7954725E-06 }, { "x": 2, "y": 0.00118327768901 }, { "x": 3, "y": 0.01290790795714 }, { "x": 4, "y": 0.04910368124694 }, { "x": 5, "y": 0.11365445983875 }, { "x": 6, "y": 0.19970458027345 }, { "x": 7, "y": 0.29654086336119 }, { "x": 8, "y": 0.39461417704346 }, { "x": 9, "y": 0.48733702607118 }, { "x": 10, "y": 0.57102107141618 }, { "x": 11, "y": 0.64415774613567 }, { "x": 12, "y": 0.70664762355209 }, { "x": 13, "y": 0.75919108052305 }, { "x": 14, "y": 0.8028704203732 }, { "x": 15, "y": 0.83888961163863 }, { "x": 16, "y": 0.86842600332915 }, { "x": 17, "y": 0.89255498645957 }, { "x": 18, "y": 0.91221914067764 }, { "x": 19, "y": 0.92822280726193 }, { "x": 20, "y": 0.94124003958774 }, { "x": 21, "y": 0.95182866937728 }, { "x": 22, "y": 0.96044632262788 }, { "x": 23, "y": 0.96746614116132 }, { "x": 24, "y": 0.97319111680538 }, { "x": 25, "y": 0.97786660839484 }, { "x": 26, "y": 0.98169097533063 }, { "x": 27, "y": 0.98482444609382 }, { "x": 28, "y": 0.98739642123675 }, { "x": 29, "y": 0.98951143394375 }, { "x": 30, "y": 0.99125398468911 }, { "x": 31, "y": 0.99269244576573 }, { "x": 32, "y": 0.99388220547947 }, { "x": 33, "y": 0.99486819540781 }, { "x": 34, "y": 0.99568691968038 }, { "x": 35, "y": 0.99636808374555 }, { "x": 36, "y": 0.9969359017828 }, { "x": 37, "y": 0.9974101466555 }, { "x": 38, "y": 0.99780699375503 }, { "x": 39, "y": 0.99813969988167 }, { "x": 40, "y": 0.99841915006704 }, { "x": 41, "y": 0.99865429862157 }, { "x": 42, "y": 0.99885252538986 }, { "x": 43, "y": 0.9990199239646 }, { "x": 44, "y": 0.9991615352344 }, { "x": 45, "y": 0.99928153695319 }, { "x": 46, "y": 0.99938339787785 }, { "x": 47, "y": 0.99947000331623 }, { "x": 48, "y": 0.99954375756945 }, { "x": 49, "y": 0.99960666766983 }, { "x": 50, "y": 0.99966041195187 }, { "x": 51, "y": 0.99970639630358 }, { "x": 52, "y": 0.99974580039374 }, { "x": 53, "y": 0.9997796157285 }, { "x": 54, "y": 0.99980867703686 }, { "x": 55, "y": 0.99983368819925 }, { "x": 56, "y": 0.99985524370521 }, { "x": 57, "y": 0.99987384644143 }, { "x": 58, "y": 0.99988992246244 }, { "x": 59, "y": 0.99990383327652 }, { "x": 60, "y": 0.99991588608146 }, { "x": 61, "y": 0.99992634230622 }, { "x": 62, "y": 0.99993542475026 }, { "x": 63, "y": 0.99994332356031 }, { "x": 64, "y": 0.9999502012415 }, { "x": 65, "y": 0.99995619686546 }, { "x": 66, "y": 0.99996142960939 }, { "x": 67, "y": 0.99996600173676 }, { "x": 68, "y": 0.99997000111167 }, { "x": 69, "y": 0.99997350332261 }, { "x": 70, "y": 0.99997657347905 }, { "x": 71, "y": 0.99997926773327 }, { "x": 72, "y": 0.99998163457132 }, { "x": 73, "y": 0.99998371590948 }, { "x": 74, "y": 0.99998554802693 }, { "x": 75, "y": 0.99998716235997 }, { "x": 76, "y": 0.99998858617938 }, { "x": 77, "y": 0.99998984316872 }, { "x": 78, "y": 0.99999095391871 }, { "x": 79, "y": 0.9999919363504 }, { "x": 80, "y": 0.9999928060779 }, { "x": 81, "y": 0.99999357671947 }, { "x": 82, "y": 0.99999426016486 }, { "x": 83, "y": 0.99999486680517 }, { "x": 84, "y": 0.99999540573078 }, { "x": 85, "y": 0.99999588490195 }, { "x": 86, "y": 0.99999631129603 }, { "x": 87, "y": 0.99999669103463 }, { "x": 88, "y": 0.99999702949355 }, { "x": 89, "y": 0.99999733139805 }, { "x": 90, "y": 0.99999760090525 }, { "x": 91, "y": 0.99999784167577 }, { "x": 92, "y": 0.99999805693583 }, { "x": 93, "y": 0.99999824953125 }, { "x": 94, "y": 0.99999842197446 }, { "x": 95, "y": 0.9999985764854 }, { "x": 96, "y": 0.99999871502722 }, { "x": 97, "y": 0.99999883933738 }, { "x": 98, "y": 0.99999895095483 }, { "x": 99, "y": 0.99999905124377 }, { "x": 100, "y": 0.99999914141447 }, { "x": 101, "y": 0.9999992225414 }, { "x": 102, "y": 0.99999929557927 }, { "x": 103, "y": 0.99999936137694 }, { "x": 104, "y": 0.99999942068977 }, { "x": 105, "y": 0.99999947419037 }, { "x": 106, "y": 0.99999952247813 }, { "x": 107, "y": 0.99999956608752 }, { "x": 108, "y": 0.9999996054955 }, { "x": 109, "y": 0.999999641128 }, { "x": 110, "y": 0.99999967336559 }, { "x": 111, "y": 0.99999970254859 }, { "x": 112, "y": 0.99999972898153 }, { "x": 113, "y": 0.99999975293704 }, { "x": 114, "y": 0.99999977465941 }, { "x": 115, "y": 0.99999979436762 }, { "x": 116, "y": 0.99999981225815 }, { "x": 117, "y": 0.99999982850733 }, { "x": 118, "y": 0.99999984327356 }, { "x": 119, "y": 0.99999985669919 }, { "x": 120, "y": 0.99999986891224 } ] }, { "id": 102, "curve_id": "L13.6", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Anchored steel tank at grade, 100,000-2,000,000 Gallons", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 2.21309792751186, "sigma": 0.50000000000442713, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.213, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.7954725E-06 }, { "x": 2, "y": 0.00118327768901 }, { "x": 3, "y": 0.01290790795714 }, { "x": 4, "y": 0.04910368124694 }, { "x": 5, "y": 0.11365445983875 }, { "x": 6, "y": 0.19970458027345 }, { "x": 7, "y": 0.29654086336119 }, { "x": 8, "y": 0.39461417704346 }, { "x": 9, "y": 0.48733702607118 }, { "x": 10, "y": 0.57102107141618 }, { "x": 11, "y": 0.64415774613567 }, { "x": 12, "y": 0.70664762355209 }, { "x": 13, "y": 0.75919108052305 }, { "x": 14, "y": 0.8028704203732 }, { "x": 15, "y": 0.83888961163863 }, { "x": 16, "y": 0.86842600332915 }, { "x": 17, "y": 0.89255498645957 }, { "x": 18, "y": 0.91221914067764 }, { "x": 19, "y": 0.92822280726193 }, { "x": 20, "y": 0.94124003958774 }, { "x": 21, "y": 0.95182866937728 }, { "x": 22, "y": 0.96044632262788 }, { "x": 23, "y": 0.96746614116132 }, { "x": 24, "y": 0.97319111680538 }, { "x": 25, "y": 0.97786660839484 }, { "x": 26, "y": 0.98169097533063 }, { "x": 27, "y": 0.98482444609382 }, { "x": 28, "y": 0.98739642123675 }, { "x": 29, "y": 0.98951143394375 }, { "x": 30, "y": 0.99125398468911 }, { "x": 31, "y": 0.99269244576573 }, { "x": 32, "y": 0.99388220547947 }, { "x": 33, "y": 0.99486819540781 }, { "x": 34, "y": 0.99568691968038 }, { "x": 35, "y": 0.99636808374555 }, { "x": 36, "y": 0.9969359017828 }, { "x": 37, "y": 0.9974101466555 }, { "x": 38, "y": 0.99780699375503 }, { "x": 39, "y": 0.99813969988167 }, { "x": 40, "y": 0.99841915006704 }, { "x": 41, "y": 0.99865429862157 }, { "x": 42, "y": 0.99885252538986 }, { "x": 43, "y": 0.9990199239646 }, { "x": 44, "y": 0.9991615352344 }, { "x": 45, "y": 0.99928153695319 }, { "x": 46, "y": 0.99938339787785 }, { "x": 47, "y": 0.99947000331623 }, { "x": 48, "y": 0.99954375756945 }, { "x": 49, "y": 0.99960666766983 }, { "x": 50, "y": 0.99966041195187 }, { "x": 51, "y": 0.99970639630358 }, { "x": 52, "y": 0.99974580039374 }, { "x": 53, "y": 0.9997796157285 }, { "x": 54, "y": 0.99980867703686 }, { "x": 55, "y": 0.99983368819925 }, { "x": 56, "y": 0.99985524370521 }, { "x": 57, "y": 0.99987384644143 }, { "x": 58, "y": 0.99988992246244 }, { "x": 59, "y": 0.99990383327652 }, { "x": 60, "y": 0.99991588608146 }, { "x": 61, "y": 0.99992634230622 }, { "x": 62, "y": 0.99993542475026 }, { "x": 63, "y": 0.99994332356031 }, { "x": 64, "y": 0.9999502012415 }, { "x": 65, "y": 0.99995619686546 }, { "x": 66, "y": 0.99996142960939 }, { "x": 67, "y": 0.99996600173676 }, { "x": 68, "y": 0.99997000111167 }, { "x": 69, "y": 0.99997350332261 }, { "x": 70, "y": 0.99997657347905 }, { "x": 71, "y": 0.99997926773327 }, { "x": 72, "y": 0.99998163457132 }, { "x": 73, "y": 0.99998371590948 }, { "x": 74, "y": 0.99998554802693 }, { "x": 75, "y": 0.99998716235997 }, { "x": 76, "y": 0.99998858617938 }, { "x": 77, "y": 0.99998984316872 }, { "x": 78, "y": 0.99999095391871 }, { "x": 79, "y": 0.9999919363504 }, { "x": 80, "y": 0.9999928060779 }, { "x": 81, "y": 0.99999357671947 }, { "x": 82, "y": 0.99999426016486 }, { "x": 83, "y": 0.99999486680517 }, { "x": 84, "y": 0.99999540573078 }, { "x": 85, "y": 0.99999588490195 }, { "x": 86, "y": 0.99999631129603 }, { "x": 87, "y": 0.99999669103463 }, { "x": 88, "y": 0.99999702949355 }, { "x": 89, "y": 0.99999733139805 }, { "x": 90, "y": 0.99999760090525 }, { "x": 91, "y": 0.99999784167577 }, { "x": 92, "y": 0.99999805693583 }, { "x": 93, "y": 0.99999824953125 }, { "x": 94, "y": 0.99999842197446 }, { "x": 95, "y": 0.9999985764854 }, { "x": 96, "y": 0.99999871502722 }, { "x": 97, "y": 0.99999883933738 }, { "x": 98, "y": 0.99999895095483 }, { "x": 99, "y": 0.99999905124377 }, { "x": 100, "y": 0.99999914141447 }, { "x": 101, "y": 0.9999992225414 }, { "x": 102, "y": 0.99999929557927 }, { "x": 103, "y": 0.99999936137694 }, { "x": 104, "y": 0.99999942068977 }, { "x": 105, "y": 0.99999947419037 }, { "x": 106, "y": 0.99999952247813 }, { "x": 107, "y": 0.99999956608752 }, { "x": 108, "y": 0.9999996054955 }, { "x": 109, "y": 0.999999641128 }, { "x": 110, "y": 0.99999967336559 }, { "x": 111, "y": 0.99999970254859 }, { "x": 112, "y": 0.99999972898153 }, { "x": 113, "y": 0.99999975293704 }, { "x": 114, "y": 0.99999977465941 }, { "x": 115, "y": 0.99999979436762 }, { "x": 116, "y": 0.99999981225815 }, { "x": 117, "y": 0.99999982850733 }, { "x": 118, "y": 0.99999984327356 }, { "x": 119, "y": 0.99999985669919 }, { "x": 120, "y": 0.99999986891224 } ] }, { "id": 103, "curve_id": "L13.7", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Anchored steel tank at grade, >2,000,000 Gallons", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 2.21309792751186, "sigma": 0.50000000000442713, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.213, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.7954725E-06 }, { "x": 2, "y": 0.00118327768901 }, { "x": 3, "y": 0.01290790795714 }, { "x": 4, "y": 0.04910368124694 }, { "x": 5, "y": 0.11365445983875 }, { "x": 6, "y": 0.19970458027345 }, { "x": 7, "y": 0.29654086336119 }, { "x": 8, "y": 0.39461417704346 }, { "x": 9, "y": 0.48733702607118 }, { "x": 10, "y": 0.57102107141618 }, { "x": 11, "y": 0.64415774613567 }, { "x": 12, "y": 0.70664762355209 }, { "x": 13, "y": 0.75919108052305 }, { "x": 14, "y": 0.8028704203732 }, { "x": 15, "y": 0.83888961163863 }, { "x": 16, "y": 0.86842600332915 }, { "x": 17, "y": 0.89255498645957 }, { "x": 18, "y": 0.91221914067764 }, { "x": 19, "y": 0.92822280726193 }, { "x": 20, "y": 0.94124003958774 }, { "x": 21, "y": 0.95182866937728 }, { "x": 22, "y": 0.96044632262788 }, { "x": 23, "y": 0.96746614116132 }, { "x": 24, "y": 0.97319111680538 }, { "x": 25, "y": 0.97786660839484 }, { "x": 26, "y": 0.98169097533063 }, { "x": 27, "y": 0.98482444609382 }, { "x": 28, "y": 0.98739642123675 }, { "x": 29, "y": 0.98951143394375 }, { "x": 30, "y": 0.99125398468911 }, { "x": 31, "y": 0.99269244576573 }, { "x": 32, "y": 0.99388220547947 }, { "x": 33, "y": 0.99486819540781 }, { "x": 34, "y": 0.99568691968038 }, { "x": 35, "y": 0.99636808374555 }, { "x": 36, "y": 0.9969359017828 }, { "x": 37, "y": 0.9974101466555 }, { "x": 38, "y": 0.99780699375503 }, { "x": 39, "y": 0.99813969988167 }, { "x": 40, "y": 0.99841915006704 }, { "x": 41, "y": 0.99865429862157 }, { "x": 42, "y": 0.99885252538986 }, { "x": 43, "y": 0.9990199239646 }, { "x": 44, "y": 0.9991615352344 }, { "x": 45, "y": 0.99928153695319 }, { "x": 46, "y": 0.99938339787785 }, { "x": 47, "y": 0.99947000331623 }, { "x": 48, "y": 0.99954375756945 }, { "x": 49, "y": 0.99960666766983 }, { "x": 50, "y": 0.99966041195187 }, { "x": 51, "y": 0.99970639630358 }, { "x": 52, "y": 0.99974580039374 }, { "x": 53, "y": 0.9997796157285 }, { "x": 54, "y": 0.99980867703686 }, { "x": 55, "y": 0.99983368819925 }, { "x": 56, "y": 0.99985524370521 }, { "x": 57, "y": 0.99987384644143 }, { "x": 58, "y": 0.99988992246244 }, { "x": 59, "y": 0.99990383327652 }, { "x": 60, "y": 0.99991588608146 }, { "x": 61, "y": 0.99992634230622 }, { "x": 62, "y": 0.99993542475026 }, { "x": 63, "y": 0.99994332356031 }, { "x": 64, "y": 0.9999502012415 }, { "x": 65, "y": 0.99995619686546 }, { "x": 66, "y": 0.99996142960939 }, { "x": 67, "y": 0.99996600173676 }, { "x": 68, "y": 0.99997000111167 }, { "x": 69, "y": 0.99997350332261 }, { "x": 70, "y": 0.99997657347905 }, { "x": 71, "y": 0.99997926773327 }, { "x": 72, "y": 0.99998163457132 }, { "x": 73, "y": 0.99998371590948 }, { "x": 74, "y": 0.99998554802693 }, { "x": 75, "y": 0.99998716235997 }, { "x": 76, "y": 0.99998858617938 }, { "x": 77, "y": 0.99998984316872 }, { "x": 78, "y": 0.99999095391871 }, { "x": 79, "y": 0.9999919363504 }, { "x": 80, "y": 0.9999928060779 }, { "x": 81, "y": 0.99999357671947 }, { "x": 82, "y": 0.99999426016486 }, { "x": 83, "y": 0.99999486680517 }, { "x": 84, "y": 0.99999540573078 }, { "x": 85, "y": 0.99999588490195 }, { "x": 86, "y": 0.99999631129603 }, { "x": 87, "y": 0.99999669103463 }, { "x": 88, "y": 0.99999702949355 }, { "x": 89, "y": 0.99999733139805 }, { "x": 90, "y": 0.99999760090525 }, { "x": 91, "y": 0.99999784167577 }, { "x": 92, "y": 0.99999805693583 }, { "x": 93, "y": 0.99999824953125 }, { "x": 94, "y": 0.99999842197446 }, { "x": 95, "y": 0.9999985764854 }, { "x": 96, "y": 0.99999871502722 }, { "x": 97, "y": 0.99999883933738 }, { "x": 98, "y": 0.99999895095483 }, { "x": 99, "y": 0.99999905124377 }, { "x": 100, "y": 0.99999914141447 }, { "x": 101, "y": 0.9999992225414 }, { "x": 102, "y": 0.99999929557927 }, { "x": 103, "y": 0.99999936137694 }, { "x": 104, "y": 0.99999942068977 }, { "x": 105, "y": 0.99999947419037 }, { "x": 106, "y": 0.99999952247813 }, { "x": 107, "y": 0.99999956608752 }, { "x": 108, "y": 0.9999996054955 }, { "x": 109, "y": 0.999999641128 }, { "x": 110, "y": 0.99999967336559 }, { "x": 111, "y": 0.99999970254859 }, { "x": 112, "y": 0.99999972898153 }, { "x": 113, "y": 0.99999975293704 }, { "x": 114, "y": 0.99999977465941 }, { "x": 115, "y": 0.99999979436762 }, { "x": 116, "y": 0.99999981225815 }, { "x": 117, "y": 0.99999982850733 }, { "x": 118, "y": 0.99999984327356 }, { "x": 119, "y": 0.99999985669919 }, { "x": 120, "y": 0.99999986891224 } ] }, { "id": 104, "curve_id": "L13.8", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Elevated steel tank, non seismic design", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 1.8076328194043447, "sigma": 0.50000000000000078, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.808, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.00015001990182 }, { "x": 2, "y": 0.01290790795714 }, { "x": 3, "y": 0.07808938849583 }, { "x": 4, "y": 0.19970458027345 }, { "x": 5, "y": 0.34590873965302 }, { "x": 6, "y": 0.48733702607118 }, { "x": 7, "y": 0.60893895810006 }, { "x": 8, "y": 0.70664762355209 }, { "x": 9, "y": 0.78206419051972 }, { "x": 10, "y": 0.83888961163863 }, { "x": 11, "y": 0.88110424482055 }, { "x": 12, "y": 0.91221914067764 }, { "x": 13, "y": 0.93506732448482 }, { "x": 14, "y": 0.95182866937728 }, { "x": 15, "y": 0.96413553609311 }, { "x": 16, "y": 0.97319111680538 }, { "x": 17, "y": 0.97987436715654 }, { "x": 18, "y": 0.98482444609382 }, { "x": 19, "y": 0.988505346953 }, { "x": 20, "y": 0.99125398468911 }, { "x": 21, "y": 0.99331538594276 }, { "x": 22, "y": 0.99486819540781 }, { "x": 23, "y": 0.9960430680749 }, { "x": 24, "y": 0.9969359017828 }, { "x": 25, "y": 0.99761735495484 }, { "x": 26, "y": 0.99813969988167 }, { "x": 27, "y": 0.99854176758021 }, { "x": 28, "y": 0.99885252538986 }, { "x": 29, "y": 0.99909367363426 }, { "x": 30, "y": 0.99928153695319 }, { "x": 31, "y": 0.99942844705359 }, { "x": 32, "y": 0.99954375756945 }, { "x": 33, "y": 0.9996345918704 }, { "x": 34, "y": 0.99970639630358 }, { "x": 35, "y": 0.99976335113839 }, { "x": 36, "y": 0.99980867703686 }, { "x": 37, "y": 0.99984486451834 }, { "x": 38, "y": 0.99987384644143 }, { "x": 39, "y": 0.99989712815518 }, { "x": 40, "y": 0.99991588608146 }, { "x": 41, "y": 0.99993104266437 }, { "x": 42, "y": 0.99994332356031 }, { "x": 43, "y": 0.9999533014332 }, { "x": 44, "y": 0.99996142960939 }, { "x": 45, "y": 0.9999680680288 }, { "x": 46, "y": 0.99997350332261 }, { "x": 47, "y": 0.9999779643976 }, { "x": 48, "y": 0.99998163457132 }, { "x": 49, "y": 0.99998466105098 }, { "x": 50, "y": 0.99998716235997 }, { "x": 51, "y": 0.99998923417368 }, { "x": 52, "y": 0.99999095391871 }, { "x": 53, "y": 0.99999238440759 }, { "x": 54, "y": 0.99999357671947 }, { "x": 55, "y": 0.99999457248914 }, { "x": 56, "y": 0.99999540573078 }, { "x": 57, "y": 0.99999610429484 }, { "x": 58, "y": 0.99999669103463 }, { "x": 59, "y": 0.99999718474286 }, { "x": 60, "y": 0.99999760090525 }, { "x": 61, "y": 0.99999795230841 }, { "x": 62, "y": 0.99999824953125 }, { "x": 63, "y": 0.99999850134313 }, { "x": 64, "y": 0.99999871502722 }, { "x": 65, "y": 0.99999889664359 }, { "x": 66, "y": 0.99999905124377 }, { "x": 67, "y": 0.9999991830461 }, { "x": 68, "y": 0.99999929557927 }, { "x": 69, "y": 0.9999993918001 }, { "x": 70, "y": 0.99999947419037 }, { "x": 71, "y": 0.99999954483654 }, { "x": 72, "y": 0.9999996054955 }, { "x": 73, "y": 0.99999965764899 }, { "x": 74, "y": 0.99999970254859 }, { "x": 75, "y": 0.99999974125307 }, { "x": 76, "y": 0.99999977465941 }, { "x": 77, "y": 0.99999980352863 }, { "x": 78, "y": 0.99999982850733 }, { "x": 79, "y": 0.99999985014563 }, { "x": 80, "y": 0.99999986891224 }, { "x": 81, "y": 0.99999988520702 }, { "x": 82, "y": 0.99999989937153 }, { "x": 83, "y": 0.99999991169796 }, { "x": 84, "y": 0.99999992243653 }, { "x": 85, "y": 0.99999993180182 }, { "x": 86, "y": 0.99999993997805 }, { "x": 87, "y": 0.99999994712359 }, { "x": 88, "y": 0.99999995337471 }, { "x": 89, "y": 0.99999995884885 }, { "x": 90, "y": 0.99999996364729 }, { "x": 91, "y": 0.99999996785752 }, { "x": 92, "y": 0.99999997155516 }, { "x": 93, "y": 0.99999997480565 }, { "x": 94, "y": 0.9999999776657 }, { "x": 95, "y": 0.99999998018449 }, { "x": 96, "y": 0.99999998240472 }, { "x": 97, "y": 0.9999999843635 }, { "x": 98, "y": 0.99999998609311 }, { "x": 99, "y": 0.99999998762166 }, { "x": 100, "y": 0.99999998897366 }, { "x": 101, "y": 0.99999999017049 }, { "x": 102, "y": 0.99999999123081 }, { "x": 103, "y": 0.99999999217096 }, { "x": 104, "y": 0.99999999300521 }, { "x": 105, "y": 0.99999999374605 }, { "x": 106, "y": 0.99999999440447 }, { "x": 107, "y": 0.99999999499006 }, { "x": 108, "y": 0.99999999551127 }, { "x": 109, "y": 0.99999999597553 }, { "x": 110, "y": 0.99999999638935 }, { "x": 111, "y": 0.99999999675847 }, { "x": 112, "y": 0.99999999708796 }, { "x": 113, "y": 0.99999999738227 }, { "x": 114, "y": 0.99999999764535 }, { "x": 115, "y": 0.99999999788065 }, { "x": 116, "y": 0.99999999809127 }, { "x": 117, "y": 0.99999999827991 }, { "x": 118, "y": 0.99999999844897 }, { "x": 119, "y": 0.99999999860058 }, { "x": 120, "y": 0.99999999873663 } ] }, { "id": 105, "curve_id": "L13.9", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Elevated steel tank, seismic design", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 1.8076328194043447, "sigma": 0.50000000000000078, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.808, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.00015001990182 }, { "x": 2, "y": 0.01290790795714 }, { "x": 3, "y": 0.07808938849583 }, { "x": 4, "y": 0.19970458027345 }, { "x": 5, "y": 0.34590873965302 }, { "x": 6, "y": 0.48733702607118 }, { "x": 7, "y": 0.60893895810006 }, { "x": 8, "y": 0.70664762355209 }, { "x": 9, "y": 0.78206419051972 }, { "x": 10, "y": 0.83888961163863 }, { "x": 11, "y": 0.88110424482055 }, { "x": 12, "y": 0.91221914067764 }, { "x": 13, "y": 0.93506732448482 }, { "x": 14, "y": 0.95182866937728 }, { "x": 15, "y": 0.96413553609311 }, { "x": 16, "y": 0.97319111680538 }, { "x": 17, "y": 0.97987436715654 }, { "x": 18, "y": 0.98482444609382 }, { "x": 19, "y": 0.988505346953 }, { "x": 20, "y": 0.99125398468911 }, { "x": 21, "y": 0.99331538594276 }, { "x": 22, "y": 0.99486819540781 }, { "x": 23, "y": 0.9960430680749 }, { "x": 24, "y": 0.9969359017828 }, { "x": 25, "y": 0.99761735495484 }, { "x": 26, "y": 0.99813969988167 }, { "x": 27, "y": 0.99854176758021 }, { "x": 28, "y": 0.99885252538986 }, { "x": 29, "y": 0.99909367363426 }, { "x": 30, "y": 0.99928153695319 }, { "x": 31, "y": 0.99942844705359 }, { "x": 32, "y": 0.99954375756945 }, { "x": 33, "y": 0.9996345918704 }, { "x": 34, "y": 0.99970639630358 }, { "x": 35, "y": 0.99976335113839 }, { "x": 36, "y": 0.99980867703686 }, { "x": 37, "y": 0.99984486451834 }, { "x": 38, "y": 0.99987384644143 }, { "x": 39, "y": 0.99989712815518 }, { "x": 40, "y": 0.99991588608146 }, { "x": 41, "y": 0.99993104266437 }, { "x": 42, "y": 0.99994332356031 }, { "x": 43, "y": 0.9999533014332 }, { "x": 44, "y": 0.99996142960939 }, { "x": 45, "y": 0.9999680680288 }, { "x": 46, "y": 0.99997350332261 }, { "x": 47, "y": 0.9999779643976 }, { "x": 48, "y": 0.99998163457132 }, { "x": 49, "y": 0.99998466105098 }, { "x": 50, "y": 0.99998716235997 }, { "x": 51, "y": 0.99998923417368 }, { "x": 52, "y": 0.99999095391871 }, { "x": 53, "y": 0.99999238440759 }, { "x": 54, "y": 0.99999357671947 }, { "x": 55, "y": 0.99999457248914 }, { "x": 56, "y": 0.99999540573078 }, { "x": 57, "y": 0.99999610429484 }, { "x": 58, "y": 0.99999669103463 }, { "x": 59, "y": 0.99999718474286 }, { "x": 60, "y": 0.99999760090525 }, { "x": 61, "y": 0.99999795230841 }, { "x": 62, "y": 0.99999824953125 }, { "x": 63, "y": 0.99999850134313 }, { "x": 64, "y": 0.99999871502722 }, { "x": 65, "y": 0.99999889664359 }, { "x": 66, "y": 0.99999905124377 }, { "x": 67, "y": 0.9999991830461 }, { "x": 68, "y": 0.99999929557927 }, { "x": 69, "y": 0.9999993918001 }, { "x": 70, "y": 0.99999947419037 }, { "x": 71, "y": 0.99999954483654 }, { "x": 72, "y": 0.9999996054955 }, { "x": 73, "y": 0.99999965764899 }, { "x": 74, "y": 0.99999970254859 }, { "x": 75, "y": 0.99999974125307 }, { "x": 76, "y": 0.99999977465941 }, { "x": 77, "y": 0.99999980352863 }, { "x": 78, "y": 0.99999982850733 }, { "x": 79, "y": 0.99999985014563 }, { "x": 80, "y": 0.99999986891224 }, { "x": 81, "y": 0.99999988520702 }, { "x": 82, "y": 0.99999989937153 }, { "x": 83, "y": 0.99999991169796 }, { "x": 84, "y": 0.99999992243653 }, { "x": 85, "y": 0.99999993180182 }, { "x": 86, "y": 0.99999993997805 }, { "x": 87, "y": 0.99999994712359 }, { "x": 88, "y": 0.99999995337471 }, { "x": 89, "y": 0.99999995884885 }, { "x": 90, "y": 0.99999996364729 }, { "x": 91, "y": 0.99999996785752 }, { "x": 92, "y": 0.99999997155516 }, { "x": 93, "y": 0.99999997480565 }, { "x": 94, "y": 0.9999999776657 }, { "x": 95, "y": 0.99999998018449 }, { "x": 96, "y": 0.99999998240472 }, { "x": 97, "y": 0.9999999843635 }, { "x": 98, "y": 0.99999998609311 }, { "x": 99, "y": 0.99999998762166 }, { "x": 100, "y": 0.99999998897366 }, { "x": 101, "y": 0.99999999017049 }, { "x": 102, "y": 0.99999999123081 }, { "x": 103, "y": 0.99999999217096 }, { "x": 104, "y": 0.99999999300521 }, { "x": 105, "y": 0.99999999374605 }, { "x": 106, "y": 0.99999999440447 }, { "x": 107, "y": 0.99999999499006 }, { "x": 108, "y": 0.99999999551127 }, { "x": 109, "y": 0.99999999597553 }, { "x": 110, "y": 0.99999999638935 }, { "x": 111, "y": 0.99999999675847 }, { "x": 112, "y": 0.99999999708796 }, { "x": 113, "y": 0.99999999738227 }, { "x": 114, "y": 0.99999999764535 }, { "x": 115, "y": 0.99999999788065 }, { "x": 116, "y": 0.99999999809127 }, { "x": 117, "y": 0.99999999827991 }, { "x": 118, "y": 0.99999999844897 }, { "x": 119, "y": 0.99999999860058 }, { "x": 120, "y": 0.99999999873663 } ] }, { "id": 106, "curve_id": "L14.1", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Water treatment plant", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 3.2347491750444912, "sigma": 0.49999999999999994, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.235, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 251, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.916E-11 }, { "x": 2, "y": 1.8556038E-07 }, { "x": 3, "y": 9.67449072E-06 }, { "x": 4, "y": 0.0001091199943 }, { "x": 5, "y": 0.00057576318581 }, { "x": 6, "y": 0.0019509884085 }, { "x": 7, "y": 0.00497333113776 }, { "x": 8, "y": 0.01042705761319 }, { "x": 9, "y": 0.01899098778939 }, { "x": 10, "y": 0.03113781701649 }, { "x": 11, "y": 0.04709401960192 }, { "x": 12, "y": 0.06684800240546 }, { "x": 13, "y": 0.09018777125126 }, { "x": 14, "y": 0.11675149624281 }, { "x": 15, "y": 0.14607932215674 }, { "x": 16, "y": 0.17765963070782 }, { "x": 17, "y": 0.21096665786592 }, { "x": 18, "y": 0.24548878132643 }, { "x": 19, "y": 0.28074816288498 }, { "x": 20, "y": 0.31631307303839 }, { "x": 21, "y": 0.35180441320968 }, { "x": 22, "y": 0.38689788446152 }, { "x": 23, "y": 0.42132306276808 }, { "x": 24, "y": 0.45486041044668 }, { "x": 25, "y": 0.48733702607118 }, { "x": 26, "y": 0.51862173307919 }, { "x": 27, "y": 0.5486199386205 }, { "x": 28, "y": 0.57726855963109 }, { "x": 29, "y": 0.60453120951522 }, { "x": 30, "y": 0.63039376149905 }, { "x": 31, "y": 0.65486034872944 }, { "x": 32, "y": 0.6779498219372 }, { "x": 33, "y": 0.69969265900582 }, { "x": 34, "y": 0.72012830382651 }, { "x": 35, "y": 0.73930290178644 }, { "x": 36, "y": 0.75726739411871 }, { "x": 37, "y": 0.77407593161576 }, { "x": 38, "y": 0.78978456873687 }, { "x": 39, "y": 0.80445020109725 }, { "x": 40, "y": 0.81812971211686 }, { "x": 41, "y": 0.83087929781656 }, { "x": 42, "y": 0.84275394209369 }, { "x": 43, "y": 0.85380701810181 }, { "x": 44, "y": 0.86408999448363 }, { "x": 45, "y": 0.87365222809395 }, { "x": 46, "y": 0.88254082746835 }, { "x": 47, "y": 0.89080057363183 }, { "x": 48, "y": 0.89847388690661 }, { "x": 49, "y": 0.90560083018251 }, { "x": 50, "y": 0.91221914067764 }, { "x": 51, "y": 0.91836428356378 }, { "x": 52, "y": 0.92406952198277 }, { "x": 53, "y": 0.92936599896019 }, { "x": 54, "y": 0.93428282755219 }, { "x": 55, "y": 0.93884718626027 }, { "x": 56, "y": 0.94308441733458 }, { "x": 57, "y": 0.94701812607589 }, { "x": 58, "y": 0.95067027965263 }, { "x": 59, "y": 0.95406130428619 }, { "x": 60, "y": 0.95721017993414 }, { "x": 61, "y": 0.96013453182844 }, { "x": 62, "y": 0.96285071840968 }, { "x": 63, "y": 0.96537391534863 }, { "x": 64, "y": 0.96771819546564 }, { "x": 65, "y": 0.96989660445454 }, { "x": 66, "y": 0.97192123239272 }, { "x": 67, "y": 0.97380328107771 }, { "x": 68, "y": 0.97555312727541 }, { "x": 69, "y": 0.97718038199875 }, { "x": 70, "y": 0.97869394595991 }, { "x": 71, "y": 0.98010206135638 }, { "x": 72, "y": 0.98141236016212 }, { "x": 73, "y": 0.98263190910148 }, { "x": 74, "y": 0.98376725148597 }, { "x": 75, "y": 0.98482444609382 }, { "x": 76, "y": 0.98580910326932 }, { "x": 77, "y": 0.98672641841483 }, { "x": 78, "y": 0.98758120304256 }, { "x": 79, "y": 0.98837791354679 }, { "x": 80, "y": 0.98912067784993 }, { "x": 81, "y": 0.98981332006841 }, { "x": 82, "y": 0.99045938333658 }, { "x": 83, "y": 0.99106215091911 }, { "x": 84, "y": 0.99162466573463 }, { "x": 85, "y": 0.99214974840587 }, { "x": 86, "y": 0.99264001394405 }, { "x": 87, "y": 0.99309788716854 }, { "x": 88, "y": 0.99352561695573 }, { "x": 89, "y": 0.9939252894047 }, { "x": 90, "y": 0.99429884000133 }, { "x": 91, "y": 0.99464806485644 }, { "x": 92, "y": 0.99497463108835 }, { "x": 93, "y": 0.9952800864149 }, { "x": 94, "y": 0.99556586801552 }, { "x": 95, "y": 0.99583331071904 }, { "x": 96, "y": 0.9960836545691 }, { "x": 97, "y": 0.99631805181494 }, { "x": 98, "y": 0.99653757337181 }, { "x": 99, "y": 0.99674321479179 }, { "x": 100, "y": 0.9969359017828 }, { "x": 101, "y": 0.99711649531058 }, { "x": 102, "y": 0.99728579631581 }, { "x": 103, "y": 0.997444550076 }, { "x": 104, "y": 0.9975934502395 }, { "x": 105, "y": 0.99773314255695 }, { "x": 106, "y": 0.99786422833333 }, { "x": 107, "y": 0.99798726762215 }, { "x": 108, "y": 0.99810278218156 }, { "x": 109, "y": 0.99821125821063 }, { "x": 110, "y": 0.99831314888259 }, { "x": 111, "y": 0.99840887669066 }, { "x": 112, "y": 0.99849883562061 }, { "x": 113, "y": 0.99858339316338 }, { "x": 114, "y": 0.99866289217988 }, { "x": 115, "y": 0.99873765262918 }, { "x": 116, "y": 0.99880797317045 }, { "x": 117, "y": 0.99887413264815 }, { "x": 118, "y": 0.9989363914694 }, { "x": 119, "y": 0.99899499288143 }, { "x": 120, "y": 0.99905016415684 }, { "x": 121, "y": 0.99910211769347 }, { "x": 122, "y": 0.99915105203515 }, { "x": 123, "y": 0.99919715281952 }, { "x": 124, "y": 0.999240593658 }, { "x": 125, "y": 0.99928153695319 }, { "x": 126, "y": 0.99932013465825 }, { "x": 127, "y": 0.99935652898251 }, { "x": 128, "y": 0.99939085304727 }, { "x": 129, "y": 0.99942323149553 }, { "x": 130, "y": 0.99945378105891 }, { "x": 131, "y": 0.99948261108492 }, { "x": 132, "y": 0.99950982402755 }, { "x": 133, "y": 0.9995355159037 }, { "x": 134, "y": 0.99955977671801 }, { "x": 135, "y": 0.99958269085839 }, { "x": 136, "y": 0.99960433746427 }, { "x": 137, "y": 0.99962479076959 }, { "x": 138, "y": 0.99964412042237 }, { "x": 139, "y": 0.99966239178245 }, { "x": 140, "y": 0.99967966619897 }, { "x": 141, "y": 0.99969600126907 }, { "x": 142, "y": 0.99971145107913 }, { "x": 143, "y": 0.99972606642973 }, { "x": 144, "y": 0.99973989504555 }, { "x": 145, "y": 0.99975298177115 }, { "x": 146, "y": 0.99976536875379 }, { "x": 147, "y": 0.99977709561398 }, { "x": 148, "y": 0.99978819960485 }, { "x": 149, "y": 0.99979871576087 }, { "x": 150, "y": 0.99980867703686 }, { "x": 151, "y": 0.99981811443782 }, { "x": 152, "y": 0.99982705714029 }, { "x": 153, "y": 0.99983553260576 }, { "x": 154, "y": 0.99984356668676 }, { "x": 155, "y": 0.999851183726 }, { "x": 156, "y": 0.99985840664917 }, { "x": 157, "y": 0.9998652570517 }, { "x": 158, "y": 0.99987175527997 }, { "x": 159, "y": 0.99987792050735 }, { "x": 160, "y": 0.99988377080534 }, { "x": 161, "y": 0.99988932321022 }, { "x": 162, "y": 0.99989459378542 }, { "x": 163, "y": 0.99989959768002 }, { "x": 164, "y": 0.9999043491835 }, { "x": 165, "y": 0.99990886177706 }, { "x": 166, "y": 0.99991314818177 }, { "x": 167, "y": 0.99991722040365 }, { "x": 168, "y": 0.99992108977597 }, { "x": 169, "y": 0.99992476699895 }, { "x": 170, "y": 0.99992826217696 }, { "x": 171, "y": 0.99993158485342 }, { "x": 172, "y": 0.99993474404362 }, { "x": 173, "y": 0.99993774826547 }, { "x": 174, "y": 0.99994060556836 }, { "x": 175, "y": 0.99994332356031 }, { "x": 176, "y": 0.99994590943344 }, { "x": 177, "y": 0.99994836998788 }, { "x": 178, "y": 0.9999507116543 }, { "x": 179, "y": 0.999952940515 }, { "x": 180, "y": 0.99995506232379 }, { "x": 181, "y": 0.99995708252468 }, { "x": 182, "y": 0.99995900626942 }, { "x": 183, "y": 0.999960838434 }, { "x": 184, "y": 0.99996258363424 }, { "x": 185, "y": 0.99996424624034 }, { "x": 186, "y": 0.99996583039071 }, { "x": 187, "y": 0.99996734000482 }, { "x": 188, "y": 0.9999687787955 }, { "x": 189, "y": 0.9999701502803 }, { "x": 190, "y": 0.9999714577924 }, { "x": 191, "y": 0.9999727044907 }, { "x": 192, "y": 0.99997389336948 }, { "x": 193, "y": 0.99997502726737 }, { "x": 194, "y": 0.99997610887592 }, { "x": 195, "y": 0.9999771407476 }, { "x": 196, "y": 0.99997812530335 }, { "x": 197, "y": 0.99997906483974 }, { "x": 198, "y": 0.99997996153569 }, { "x": 199, "y": 0.99998081745879 }, { "x": 200, "y": 0.99998163457132 }, { "x": 201, "y": 0.9999824147359 }, { "x": 202, "y": 0.99998315972076 }, { "x": 203, "y": 0.99998387120487 }, { "x": 204, "y": 0.99998455078258 }, { "x": 205, "y": 0.99998519996819 }, { "x": 206, "y": 0.99998582020014 }, { "x": 207, "y": 0.99998641284502 }, { "x": 208, "y": 0.99998697920135 }, { "x": 209, "y": 0.99998752050313 }, { "x": 210, "y": 0.99998803792327 }, { "x": 211, "y": 0.99998853257669 }, { "x": 212, "y": 0.9999890055234 }, { "x": 213, "y": 0.99998945777134 }, { "x": 214, "y": 0.99998989027905 }, { "x": 215, "y": 0.99999030395822 }, { "x": 216, "y": 0.99999069967612 }, { "x": 217, "y": 0.99999107825787 }, { "x": 218, "y": 0.99999144048858 }, { "x": 219, "y": 0.99999178711542 }, { "x": 220, "y": 0.99999211884953 }, { "x": 221, "y": 0.99999243636784 }, { "x": 222, "y": 0.99999274031483 }, { "x": 223, "y": 0.99999303130416 }, { "x": 224, "y": 0.99999330992018 }, { "x": 225, "y": 0.99999357671947 }, { "x": 226, "y": 0.99999383223219 }, { "x": 227, "y": 0.99999407696339 }, { "x": 228, "y": 0.9999943113943 }, { "x": 229, "y": 0.99999453598345 }, { "x": 230, "y": 0.99999475116789 }, { "x": 231, "y": 0.99999495736416 }, { "x": 232, "y": 0.99999515496934 }, { "x": 233, "y": 0.99999534436201 }, { "x": 234, "y": 0.99999552590315 }, { "x": 235, "y": 0.99999569993701 }, { "x": 236, "y": 0.99999586679191 }, { "x": 237, "y": 0.99999602678104 }, { "x": 238, "y": 0.99999618020314 }, { "x": 239, "y": 0.99999632734328 }, { "x": 240, "y": 0.99999646847346 }, { "x": 241, "y": 0.99999660385326 }, { "x": 242, "y": 0.99999673373044 }, { "x": 243, "y": 0.99999685834148 }, { "x": 244, "y": 0.99999697791218 }, { "x": 245, "y": 0.99999709265808 }, { "x": 246, "y": 0.99999720278504 }, { "x": 247, "y": 0.99999730848965 }, { "x": 248, "y": 0.99999740995965 }, { "x": 249, "y": 0.9999975073744 }, { "x": 250, "y": 0.99999760090525 } ] }, { "id": 107, "curve_id": "L15.1", "sector": "Water", "ci_type": "Water well", "ci_desc": "Wells", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 3.2347491750444912, "sigma": 0.49999999999999994, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.235, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 251, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.916E-11 }, { "x": 2, "y": 1.8556038E-07 }, { "x": 3, "y": 9.67449072E-06 }, { "x": 4, "y": 0.0001091199943 }, { "x": 5, "y": 0.00057576318581 }, { "x": 6, "y": 0.0019509884085 }, { "x": 7, "y": 0.00497333113776 }, { "x": 8, "y": 0.01042705761319 }, { "x": 9, "y": 0.01899098778939 }, { "x": 10, "y": 0.03113781701649 }, { "x": 11, "y": 0.04709401960192 }, { "x": 12, "y": 0.06684800240546 }, { "x": 13, "y": 0.09018777125126 }, { "x": 14, "y": 0.11675149624281 }, { "x": 15, "y": 0.14607932215674 }, { "x": 16, "y": 0.17765963070782 }, { "x": 17, "y": 0.21096665786592 }, { "x": 18, "y": 0.24548878132643 }, { "x": 19, "y": 0.28074816288498 }, { "x": 20, "y": 0.31631307303839 }, { "x": 21, "y": 0.35180441320968 }, { "x": 22, "y": 0.38689788446152 }, { "x": 23, "y": 0.42132306276808 }, { "x": 24, "y": 0.45486041044668 }, { "x": 25, "y": 0.48733702607118 }, { "x": 26, "y": 0.51862173307919 }, { "x": 27, "y": 0.5486199386205 }, { "x": 28, "y": 0.57726855963109 }, { "x": 29, "y": 0.60453120951522 }, { "x": 30, "y": 0.63039376149905 }, { "x": 31, "y": 0.65486034872944 }, { "x": 32, "y": 0.6779498219372 }, { "x": 33, "y": 0.69969265900582 }, { "x": 34, "y": 0.72012830382651 }, { "x": 35, "y": 0.73930290178644 }, { "x": 36, "y": 0.75726739411871 }, { "x": 37, "y": 0.77407593161576 }, { "x": 38, "y": 0.78978456873687 }, { "x": 39, "y": 0.80445020109725 }, { "x": 40, "y": 0.81812971211686 }, { "x": 41, "y": 0.83087929781656 }, { "x": 42, "y": 0.84275394209369 }, { "x": 43, "y": 0.85380701810181 }, { "x": 44, "y": 0.86408999448363 }, { "x": 45, "y": 0.87365222809395 }, { "x": 46, "y": 0.88254082746835 }, { "x": 47, "y": 0.89080057363183 }, { "x": 48, "y": 0.89847388690661 }, { "x": 49, "y": 0.90560083018251 }, { "x": 50, "y": 0.91221914067764 }, { "x": 51, "y": 0.91836428356378 }, { "x": 52, "y": 0.92406952198277 }, { "x": 53, "y": 0.92936599896019 }, { "x": 54, "y": 0.93428282755219 }, { "x": 55, "y": 0.93884718626027 }, { "x": 56, "y": 0.94308441733458 }, { "x": 57, "y": 0.94701812607589 }, { "x": 58, "y": 0.95067027965263 }, { "x": 59, "y": 0.95406130428619 }, { "x": 60, "y": 0.95721017993414 }, { "x": 61, "y": 0.96013453182844 }, { "x": 62, "y": 0.96285071840968 }, { "x": 63, "y": 0.96537391534863 }, { "x": 64, "y": 0.96771819546564 }, { "x": 65, "y": 0.96989660445454 }, { "x": 66, "y": 0.97192123239272 }, { "x": 67, "y": 0.97380328107771 }, { "x": 68, "y": 0.97555312727541 }, { "x": 69, "y": 0.97718038199875 }, { "x": 70, "y": 0.97869394595991 }, { "x": 71, "y": 0.98010206135638 }, { "x": 72, "y": 0.98141236016212 }, { "x": 73, "y": 0.98263190910148 }, { "x": 74, "y": 0.98376725148597 }, { "x": 75, "y": 0.98482444609382 }, { "x": 76, "y": 0.98580910326932 }, { "x": 77, "y": 0.98672641841483 }, { "x": 78, "y": 0.98758120304256 }, { "x": 79, "y": 0.98837791354679 }, { "x": 80, "y": 0.98912067784993 }, { "x": 81, "y": 0.98981332006841 }, { "x": 82, "y": 0.99045938333658 }, { "x": 83, "y": 0.99106215091911 }, { "x": 84, "y": 0.99162466573463 }, { "x": 85, "y": 0.99214974840587 }, { "x": 86, "y": 0.99264001394405 }, { "x": 87, "y": 0.99309788716854 }, { "x": 88, "y": 0.99352561695573 }, { "x": 89, "y": 0.9939252894047 }, { "x": 90, "y": 0.99429884000133 }, { "x": 91, "y": 0.99464806485644 }, { "x": 92, "y": 0.99497463108835 }, { "x": 93, "y": 0.9952800864149 }, { "x": 94, "y": 0.99556586801552 }, { "x": 95, "y": 0.99583331071904 }, { "x": 96, "y": 0.9960836545691 }, { "x": 97, "y": 0.99631805181494 }, { "x": 98, "y": 0.99653757337181 }, { "x": 99, "y": 0.99674321479179 }, { "x": 100, "y": 0.9969359017828 }, { "x": 101, "y": 0.99711649531058 }, { "x": 102, "y": 0.99728579631581 }, { "x": 103, "y": 0.997444550076 }, { "x": 104, "y": 0.9975934502395 }, { "x": 105, "y": 0.99773314255695 }, { "x": 106, "y": 0.99786422833333 }, { "x": 107, "y": 0.99798726762215 }, { "x": 108, "y": 0.99810278218156 }, { "x": 109, "y": 0.99821125821063 }, { "x": 110, "y": 0.99831314888259 }, { "x": 111, "y": 0.99840887669066 }, { "x": 112, "y": 0.99849883562061 }, { "x": 113, "y": 0.99858339316338 }, { "x": 114, "y": 0.99866289217988 }, { "x": 115, "y": 0.99873765262918 }, { "x": 116, "y": 0.99880797317045 }, { "x": 117, "y": 0.99887413264815 }, { "x": 118, "y": 0.9989363914694 }, { "x": 119, "y": 0.99899499288143 }, { "x": 120, "y": 0.99905016415684 }, { "x": 121, "y": 0.99910211769347 }, { "x": 122, "y": 0.99915105203515 }, { "x": 123, "y": 0.99919715281952 }, { "x": 124, "y": 0.999240593658 }, { "x": 125, "y": 0.99928153695319 }, { "x": 126, "y": 0.99932013465825 }, { "x": 127, "y": 0.99935652898251 }, { "x": 128, "y": 0.99939085304727 }, { "x": 129, "y": 0.99942323149553 }, { "x": 130, "y": 0.99945378105891 }, { "x": 131, "y": 0.99948261108492 }, { "x": 132, "y": 0.99950982402755 }, { "x": 133, "y": 0.9995355159037 }, { "x": 134, "y": 0.99955977671801 }, { "x": 135, "y": 0.99958269085839 }, { "x": 136, "y": 0.99960433746427 }, { "x": 137, "y": 0.99962479076959 }, { "x": 138, "y": 0.99964412042237 }, { "x": 139, "y": 0.99966239178245 }, { "x": 140, "y": 0.99967966619897 }, { "x": 141, "y": 0.99969600126907 }, { "x": 142, "y": 0.99971145107913 }, { "x": 143, "y": 0.99972606642973 }, { "x": 144, "y": 0.99973989504555 }, { "x": 145, "y": 0.99975298177115 }, { "x": 146, "y": 0.99976536875379 }, { "x": 147, "y": 0.99977709561398 }, { "x": 148, "y": 0.99978819960485 }, { "x": 149, "y": 0.99979871576087 }, { "x": 150, "y": 0.99980867703686 }, { "x": 151, "y": 0.99981811443782 }, { "x": 152, "y": 0.99982705714029 }, { "x": 153, "y": 0.99983553260576 }, { "x": 154, "y": 0.99984356668676 }, { "x": 155, "y": 0.999851183726 }, { "x": 156, "y": 0.99985840664917 }, { "x": 157, "y": 0.9998652570517 }, { "x": 158, "y": 0.99987175527997 }, { "x": 159, "y": 0.99987792050735 }, { "x": 160, "y": 0.99988377080534 }, { "x": 161, "y": 0.99988932321022 }, { "x": 162, "y": 0.99989459378542 }, { "x": 163, "y": 0.99989959768002 }, { "x": 164, "y": 0.9999043491835 }, { "x": 165, "y": 0.99990886177706 }, { "x": 166, "y": 0.99991314818177 }, { "x": 167, "y": 0.99991722040365 }, { "x": 168, "y": 0.99992108977597 }, { "x": 169, "y": 0.99992476699895 }, { "x": 170, "y": 0.99992826217696 }, { "x": 171, "y": 0.99993158485342 }, { "x": 172, "y": 0.99993474404362 }, { "x": 173, "y": 0.99993774826547 }, { "x": 174, "y": 0.99994060556836 }, { "x": 175, "y": 0.99994332356031 }, { "x": 176, "y": 0.99994590943344 }, { "x": 177, "y": 0.99994836998788 }, { "x": 178, "y": 0.9999507116543 }, { "x": 179, "y": 0.999952940515 }, { "x": 180, "y": 0.99995506232379 }, { "x": 181, "y": 0.99995708252468 }, { "x": 182, "y": 0.99995900626942 }, { "x": 183, "y": 0.999960838434 }, { "x": 184, "y": 0.99996258363424 }, { "x": 185, "y": 0.99996424624034 }, { "x": 186, "y": 0.99996583039071 }, { "x": 187, "y": 0.99996734000482 }, { "x": 188, "y": 0.9999687787955 }, { "x": 189, "y": 0.9999701502803 }, { "x": 190, "y": 0.9999714577924 }, { "x": 191, "y": 0.9999727044907 }, { "x": 192, "y": 0.99997389336948 }, { "x": 193, "y": 0.99997502726737 }, { "x": 194, "y": 0.99997610887592 }, { "x": 195, "y": 0.9999771407476 }, { "x": 196, "y": 0.99997812530335 }, { "x": 197, "y": 0.99997906483974 }, { "x": 198, "y": 0.99997996153569 }, { "x": 199, "y": 0.99998081745879 }, { "x": 200, "y": 0.99998163457132 }, { "x": 201, "y": 0.9999824147359 }, { "x": 202, "y": 0.99998315972076 }, { "x": 203, "y": 0.99998387120487 }, { "x": 204, "y": 0.99998455078258 }, { "x": 205, "y": 0.99998519996819 }, { "x": 206, "y": 0.99998582020014 }, { "x": 207, "y": 0.99998641284502 }, { "x": 208, "y": 0.99998697920135 }, { "x": 209, "y": 0.99998752050313 }, { "x": 210, "y": 0.99998803792327 }, { "x": 211, "y": 0.99998853257669 }, { "x": 212, "y": 0.9999890055234 }, { "x": 213, "y": 0.99998945777134 }, { "x": 214, "y": 0.99998989027905 }, { "x": 215, "y": 0.99999030395822 }, { "x": 216, "y": 0.99999069967612 }, { "x": 217, "y": 0.99999107825787 }, { "x": 218, "y": 0.99999144048858 }, { "x": 219, "y": 0.99999178711542 }, { "x": 220, "y": 0.99999211884953 }, { "x": 221, "y": 0.99999243636784 }, { "x": 222, "y": 0.99999274031483 }, { "x": 223, "y": 0.99999303130416 }, { "x": 224, "y": 0.99999330992018 }, { "x": 225, "y": 0.99999357671947 }, { "x": 226, "y": 0.99999383223219 }, { "x": 227, "y": 0.99999407696339 }, { "x": 228, "y": 0.9999943113943 }, { "x": 229, "y": 0.99999453598345 }, { "x": 230, "y": 0.99999475116789 }, { "x": 231, "y": 0.99999495736416 }, { "x": 232, "y": 0.99999515496934 }, { "x": 233, "y": 0.99999534436201 }, { "x": 234, "y": 0.99999552590315 }, { "x": 235, "y": 0.99999569993701 }, { "x": 236, "y": 0.99999586679191 }, { "x": 237, "y": 0.99999602678104 }, { "x": 238, "y": 0.99999618020314 }, { "x": 239, "y": 0.99999632734328 }, { "x": 240, "y": 0.99999646847346 }, { "x": 241, "y": 0.99999660385326 }, { "x": 242, "y": 0.99999673373044 }, { "x": 243, "y": 0.99999685834148 }, { "x": 244, "y": 0.99999697791218 }, { "x": 245, "y": 0.99999709265808 }, { "x": 246, "y": 0.99999720278504 }, { "x": 247, "y": 0.99999730848965 }, { "x": 248, "y": 0.99999740995965 }, { "x": 249, "y": 0.9999975073744 }, { "x": 250, "y": 0.99999760090525 } ] }, { "id": 108, "curve_id": "L17.1", "sector": "Water", "ci_type": "Others", "ci_desc": "Pumping plant", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 3.2347491750444912, "sigma": 0.49999999999999994, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.235, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 251, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.916E-11 }, { "x": 2, "y": 1.8556038E-07 }, { "x": 3, "y": 9.67449072E-06 }, { "x": 4, "y": 0.0001091199943 }, { "x": 5, "y": 0.00057576318581 }, { "x": 6, "y": 0.0019509884085 }, { "x": 7, "y": 0.00497333113776 }, { "x": 8, "y": 0.01042705761319 }, { "x": 9, "y": 0.01899098778939 }, { "x": 10, "y": 0.03113781701649 }, { "x": 11, "y": 0.04709401960192 }, { "x": 12, "y": 0.06684800240546 }, { "x": 13, "y": 0.09018777125126 }, { "x": 14, "y": 0.11675149624281 }, { "x": 15, "y": 0.14607932215674 }, { "x": 16, "y": 0.17765963070782 }, { "x": 17, "y": 0.21096665786592 }, { "x": 18, "y": 0.24548878132643 }, { "x": 19, "y": 0.28074816288498 }, { "x": 20, "y": 0.31631307303839 }, { "x": 21, "y": 0.35180441320968 }, { "x": 22, "y": 0.38689788446152 }, { "x": 23, "y": 0.42132306276808 }, { "x": 24, "y": 0.45486041044668 }, { "x": 25, "y": 0.48733702607118 }, { "x": 26, "y": 0.51862173307919 }, { "x": 27, "y": 0.5486199386205 }, { "x": 28, "y": 0.57726855963109 }, { "x": 29, "y": 0.60453120951522 }, { "x": 30, "y": 0.63039376149905 }, { "x": 31, "y": 0.65486034872944 }, { "x": 32, "y": 0.6779498219372 }, { "x": 33, "y": 0.69969265900582 }, { "x": 34, "y": 0.72012830382651 }, { "x": 35, "y": 0.73930290178644 }, { "x": 36, "y": 0.75726739411871 }, { "x": 37, "y": 0.77407593161576 }, { "x": 38, "y": 0.78978456873687 }, { "x": 39, "y": 0.80445020109725 }, { "x": 40, "y": 0.81812971211686 }, { "x": 41, "y": 0.83087929781656 }, { "x": 42, "y": 0.84275394209369 }, { "x": 43, "y": 0.85380701810181 }, { "x": 44, "y": 0.86408999448363 }, { "x": 45, "y": 0.87365222809395 }, { "x": 46, "y": 0.88254082746835 }, { "x": 47, "y": 0.89080057363183 }, { "x": 48, "y": 0.89847388690661 }, { "x": 49, "y": 0.90560083018251 }, { "x": 50, "y": 0.91221914067764 }, { "x": 51, "y": 0.91836428356378 }, { "x": 52, "y": 0.92406952198277 }, { "x": 53, "y": 0.92936599896019 }, { "x": 54, "y": 0.93428282755219 }, { "x": 55, "y": 0.93884718626027 }, { "x": 56, "y": 0.94308441733458 }, { "x": 57, "y": 0.94701812607589 }, { "x": 58, "y": 0.95067027965263 }, { "x": 59, "y": 0.95406130428619 }, { "x": 60, "y": 0.95721017993414 }, { "x": 61, "y": 0.96013453182844 }, { "x": 62, "y": 0.96285071840968 }, { "x": 63, "y": 0.96537391534863 }, { "x": 64, "y": 0.96771819546564 }, { "x": 65, "y": 0.96989660445454 }, { "x": 66, "y": 0.97192123239272 }, { "x": 67, "y": 0.97380328107771 }, { "x": 68, "y": 0.97555312727541 }, { "x": 69, "y": 0.97718038199875 }, { "x": 70, "y": 0.97869394595991 }, { "x": 71, "y": 0.98010206135638 }, { "x": 72, "y": 0.98141236016212 }, { "x": 73, "y": 0.98263190910148 }, { "x": 74, "y": 0.98376725148597 }, { "x": 75, "y": 0.98482444609382 }, { "x": 76, "y": 0.98580910326932 }, { "x": 77, "y": 0.98672641841483 }, { "x": 78, "y": 0.98758120304256 }, { "x": 79, "y": 0.98837791354679 }, { "x": 80, "y": 0.98912067784993 }, { "x": 81, "y": 0.98981332006841 }, { "x": 82, "y": 0.99045938333658 }, { "x": 83, "y": 0.99106215091911 }, { "x": 84, "y": 0.99162466573463 }, { "x": 85, "y": 0.99214974840587 }, { "x": 86, "y": 0.99264001394405 }, { "x": 87, "y": 0.99309788716854 }, { "x": 88, "y": 0.99352561695573 }, { "x": 89, "y": 0.9939252894047 }, { "x": 90, "y": 0.99429884000133 }, { "x": 91, "y": 0.99464806485644 }, { "x": 92, "y": 0.99497463108835 }, { "x": 93, "y": 0.9952800864149 }, { "x": 94, "y": 0.99556586801552 }, { "x": 95, "y": 0.99583331071904 }, { "x": 96, "y": 0.9960836545691 }, { "x": 97, "y": 0.99631805181494 }, { "x": 98, "y": 0.99653757337181 }, { "x": 99, "y": 0.99674321479179 }, { "x": 100, "y": 0.9969359017828 }, { "x": 101, "y": 0.99711649531058 }, { "x": 102, "y": 0.99728579631581 }, { "x": 103, "y": 0.997444550076 }, { "x": 104, "y": 0.9975934502395 }, { "x": 105, "y": 0.99773314255695 }, { "x": 106, "y": 0.99786422833333 }, { "x": 107, "y": 0.99798726762215 }, { "x": 108, "y": 0.99810278218156 }, { "x": 109, "y": 0.99821125821063 }, { "x": 110, "y": 0.99831314888259 }, { "x": 111, "y": 0.99840887669066 }, { "x": 112, "y": 0.99849883562061 }, { "x": 113, "y": 0.99858339316338 }, { "x": 114, "y": 0.99866289217988 }, { "x": 115, "y": 0.99873765262918 }, { "x": 116, "y": 0.99880797317045 }, { "x": 117, "y": 0.99887413264815 }, { "x": 118, "y": 0.9989363914694 }, { "x": 119, "y": 0.99899499288143 }, { "x": 120, "y": 0.99905016415684 }, { "x": 121, "y": 0.99910211769347 }, { "x": 122, "y": 0.99915105203515 }, { "x": 123, "y": 0.99919715281952 }, { "x": 124, "y": 0.999240593658 }, { "x": 125, "y": 0.99928153695319 }, { "x": 126, "y": 0.99932013465825 }, { "x": 127, "y": 0.99935652898251 }, { "x": 128, "y": 0.99939085304727 }, { "x": 129, "y": 0.99942323149553 }, { "x": 130, "y": 0.99945378105891 }, { "x": 131, "y": 0.99948261108492 }, { "x": 132, "y": 0.99950982402755 }, { "x": 133, "y": 0.9995355159037 }, { "x": 134, "y": 0.99955977671801 }, { "x": 135, "y": 0.99958269085839 }, { "x": 136, "y": 0.99960433746427 }, { "x": 137, "y": 0.99962479076959 }, { "x": 138, "y": 0.99964412042237 }, { "x": 139, "y": 0.99966239178245 }, { "x": 140, "y": 0.99967966619897 }, { "x": 141, "y": 0.99969600126907 }, { "x": 142, "y": 0.99971145107913 }, { "x": 143, "y": 0.99972606642973 }, { "x": 144, "y": 0.99973989504555 }, { "x": 145, "y": 0.99975298177115 }, { "x": 146, "y": 0.99976536875379 }, { "x": 147, "y": 0.99977709561398 }, { "x": 148, "y": 0.99978819960485 }, { "x": 149, "y": 0.99979871576087 }, { "x": 150, "y": 0.99980867703686 }, { "x": 151, "y": 0.99981811443782 }, { "x": 152, "y": 0.99982705714029 }, { "x": 153, "y": 0.99983553260576 }, { "x": 154, "y": 0.99984356668676 }, { "x": 155, "y": 0.999851183726 }, { "x": 156, "y": 0.99985840664917 }, { "x": 157, "y": 0.9998652570517 }, { "x": 158, "y": 0.99987175527997 }, { "x": 159, "y": 0.99987792050735 }, { "x": 160, "y": 0.99988377080534 }, { "x": 161, "y": 0.99988932321022 }, { "x": 162, "y": 0.99989459378542 }, { "x": 163, "y": 0.99989959768002 }, { "x": 164, "y": 0.9999043491835 }, { "x": 165, "y": 0.99990886177706 }, { "x": 166, "y": 0.99991314818177 }, { "x": 167, "y": 0.99991722040365 }, { "x": 168, "y": 0.99992108977597 }, { "x": 169, "y": 0.99992476699895 }, { "x": 170, "y": 0.99992826217696 }, { "x": 171, "y": 0.99993158485342 }, { "x": 172, "y": 0.99993474404362 }, { "x": 173, "y": 0.99993774826547 }, { "x": 174, "y": 0.99994060556836 }, { "x": 175, "y": 0.99994332356031 }, { "x": 176, "y": 0.99994590943344 }, { "x": 177, "y": 0.99994836998788 }, { "x": 178, "y": 0.9999507116543 }, { "x": 179, "y": 0.999952940515 }, { "x": 180, "y": 0.99995506232379 }, { "x": 181, "y": 0.99995708252468 }, { "x": 182, "y": 0.99995900626942 }, { "x": 183, "y": 0.999960838434 }, { "x": 184, "y": 0.99996258363424 }, { "x": 185, "y": 0.99996424624034 }, { "x": 186, "y": 0.99996583039071 }, { "x": 187, "y": 0.99996734000482 }, { "x": 188, "y": 0.9999687787955 }, { "x": 189, "y": 0.9999701502803 }, { "x": 190, "y": 0.9999714577924 }, { "x": 191, "y": 0.9999727044907 }, { "x": 192, "y": 0.99997389336948 }, { "x": 193, "y": 0.99997502726737 }, { "x": 194, "y": 0.99997610887592 }, { "x": 195, "y": 0.9999771407476 }, { "x": 196, "y": 0.99997812530335 }, { "x": 197, "y": 0.99997906483974 }, { "x": 198, "y": 0.99997996153569 }, { "x": 199, "y": 0.99998081745879 }, { "x": 200, "y": 0.99998163457132 }, { "x": 201, "y": 0.9999824147359 }, { "x": 202, "y": 0.99998315972076 }, { "x": 203, "y": 0.99998387120487 }, { "x": 204, "y": 0.99998455078258 }, { "x": 205, "y": 0.99998519996819 }, { "x": 206, "y": 0.99998582020014 }, { "x": 207, "y": 0.99998641284502 }, { "x": 208, "y": 0.99998697920135 }, { "x": 209, "y": 0.99998752050313 }, { "x": 210, "y": 0.99998803792327 }, { "x": 211, "y": 0.99998853257669 }, { "x": 212, "y": 0.9999890055234 }, { "x": 213, "y": 0.99998945777134 }, { "x": 214, "y": 0.99998989027905 }, { "x": 215, "y": 0.99999030395822 }, { "x": 216, "y": 0.99999069967612 }, { "x": 217, "y": 0.99999107825787 }, { "x": 218, "y": 0.99999144048858 }, { "x": 219, "y": 0.99999178711542 }, { "x": 220, "y": 0.99999211884953 }, { "x": 221, "y": 0.99999243636784 }, { "x": 222, "y": 0.99999274031483 }, { "x": 223, "y": 0.99999303130416 }, { "x": 224, "y": 0.99999330992018 }, { "x": 225, "y": 0.99999357671947 }, { "x": 226, "y": 0.99999383223219 }, { "x": 227, "y": 0.99999407696339 }, { "x": 228, "y": 0.9999943113943 }, { "x": 229, "y": 0.99999453598345 }, { "x": 230, "y": 0.99999475116789 }, { "x": 231, "y": 0.99999495736416 }, { "x": 232, "y": 0.99999515496934 }, { "x": 233, "y": 0.99999534436201 }, { "x": 234, "y": 0.99999552590315 }, { "x": 235, "y": 0.99999569993701 }, { "x": 236, "y": 0.99999586679191 }, { "x": 237, "y": 0.99999602678104 }, { "x": 238, "y": 0.99999618020314 }, { "x": 239, "y": 0.99999632734328 }, { "x": 240, "y": 0.99999646847346 }, { "x": 241, "y": 0.99999660385326 }, { "x": 242, "y": 0.99999673373044 }, { "x": 243, "y": 0.99999685834148 }, { "x": 244, "y": 0.99999697791218 }, { "x": 245, "y": 0.99999709265808 }, { "x": 246, "y": 0.99999720278504 }, { "x": 247, "y": 0.99999730848965 }, { "x": 248, "y": 0.99999740995965 }, { "x": 249, "y": 0.9999975073744 }, { "x": 250, "y": 0.99999760090525 } ] }, { "id": 109, "curve_id": "L18.1", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Wastewater treatment plant", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 3.2347491748621895, "sigma": 0.50000000065576622, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.235, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.916E-11 }, { "x": 2, "y": 1.8556038E-07 }, { "x": 3, "y": 9.67449072E-06 }, { "x": 4, "y": 0.0001091199943 }, { "x": 5, "y": 0.00057576318581 }, { "x": 6, "y": 0.0019509884085 }, { "x": 7, "y": 0.00497333113776 }, { "x": 8, "y": 0.01042705761319 }, { "x": 9, "y": 0.01899098778939 }, { "x": 10, "y": 0.03113781701649 }, { "x": 11, "y": 0.04709401960192 }, { "x": 12, "y": 0.06684800240546 }, { "x": 13, "y": 0.09018777125126 }, { "x": 14, "y": 0.11675149624281 }, { "x": 15, "y": 0.14607932215674 }, { "x": 16, "y": 0.17765963070782 }, { "x": 17, "y": 0.21096665786592 }, { "x": 18, "y": 0.24548878132643 }, { "x": 19, "y": 0.28074816288498 }, { "x": 20, "y": 0.31631307303839 }, { "x": 21, "y": 0.35180441320968 }, { "x": 22, "y": 0.38689788446152 }, { "x": 23, "y": 0.42132306276808 }, { "x": 24, "y": 0.45486041044668 }, { "x": 25, "y": 0.48733702607118 }, { "x": 26, "y": 0.51862173307919 }, { "x": 27, "y": 0.5486199386205 }, { "x": 28, "y": 0.57726855963109 }, { "x": 29, "y": 0.60453120951522 }, { "x": 30, "y": 0.63039376149905 }, { "x": 31, "y": 0.65486034872944 }, { "x": 32, "y": 0.6779498219372 }, { "x": 33, "y": 0.69969265900582 }, { "x": 34, "y": 0.72012830382651 }, { "x": 35, "y": 0.73930290178644 }, { "x": 36, "y": 0.75726739411871 }, { "x": 37, "y": 0.77407593161576 }, { "x": 38, "y": 0.78978456873687 }, { "x": 39, "y": 0.80445020109725 }, { "x": 40, "y": 0.81812971211686 }, { "x": 41, "y": 0.83087929781656 }, { "x": 42, "y": 0.84275394209369 }, { "x": 43, "y": 0.85380701810181 }, { "x": 44, "y": 0.86408999448363 }, { "x": 45, "y": 0.87365222809395 }, { "x": 46, "y": 0.88254082746835 }, { "x": 47, "y": 0.89080057363183 }, { "x": 48, "y": 0.89847388690661 }, { "x": 49, "y": 0.90560083018251 }, { "x": 50, "y": 0.91221914067764 }, { "x": 51, "y": 0.91836428356378 }, { "x": 52, "y": 0.92406952198277 }, { "x": 53, "y": 0.92936599896019 }, { "x": 54, "y": 0.93428282755219 }, { "x": 55, "y": 0.93884718626027 }, { "x": 56, "y": 0.94308441733458 }, { "x": 57, "y": 0.94701812607589 }, { "x": 58, "y": 0.95067027965263 }, { "x": 59, "y": 0.95406130428619 }, { "x": 60, "y": 0.95721017993414 }, { "x": 61, "y": 0.96013453182844 }, { "x": 62, "y": 0.96285071840968 }, { "x": 63, "y": 0.96537391534863 }, { "x": 64, "y": 0.96771819546564 }, { "x": 65, "y": 0.96989660445454 }, { "x": 66, "y": 0.97192123239272 }, { "x": 67, "y": 0.97380328107771 }, { "x": 68, "y": 0.97555312727541 }, { "x": 69, "y": 0.97718038199875 }, { "x": 70, "y": 0.97869394595991 }, { "x": 71, "y": 0.98010206135638 }, { "x": 72, "y": 0.98141236016212 }, { "x": 73, "y": 0.98263190910148 }, { "x": 74, "y": 0.98376725148597 }, { "x": 75, "y": 0.98482444609382 }, { "x": 76, "y": 0.98580910326932 }, { "x": 77, "y": 0.98672641841483 }, { "x": 78, "y": 0.98758120304256 }, { "x": 79, "y": 0.98837791354679 }, { "x": 80, "y": 0.98912067784993 }, { "x": 81, "y": 0.98981332006841 }, { "x": 82, "y": 0.99045938333658 }, { "x": 83, "y": 0.99106215091911 }, { "x": 84, "y": 0.99162466573463 }, { "x": 85, "y": 0.99214974840587 }, { "x": 86, "y": 0.99264001394405 }, { "x": 87, "y": 0.99309788716854 }, { "x": 88, "y": 0.99352561695573 }, { "x": 89, "y": 0.9939252894047 }, { "x": 90, "y": 0.99429884000133 }, { "x": 91, "y": 0.99464806485644 }, { "x": 92, "y": 0.99497463108835 }, { "x": 93, "y": 0.9952800864149 }, { "x": 94, "y": 0.99556586801552 }, { "x": 95, "y": 0.99583331071904 }, { "x": 96, "y": 0.9960836545691 }, { "x": 97, "y": 0.99631805181494 }, { "x": 98, "y": 0.99653757337181 }, { "x": 99, "y": 0.99674321479179 }, { "x": 100, "y": 0.9969359017828 }, { "x": 101, "y": 0.99711649531058 }, { "x": 102, "y": 0.99728579631581 }, { "x": 103, "y": 0.997444550076 }, { "x": 104, "y": 0.9975934502395 }, { "x": 105, "y": 0.99773314255695 }, { "x": 106, "y": 0.99786422833333 }, { "x": 107, "y": 0.99798726762215 }, { "x": 108, "y": 0.99810278218156 }, { "x": 109, "y": 0.99821125821063 }, { "x": 110, "y": 0.99831314888259 }, { "x": 111, "y": 0.99840887669066 }, { "x": 112, "y": 0.99849883562061 }, { "x": 113, "y": 0.99858339316338 }, { "x": 114, "y": 0.99866289217988 }, { "x": 115, "y": 0.99873765262918 }, { "x": 116, "y": 0.99880797317045 }, { "x": 117, "y": 0.99887413264815 }, { "x": 118, "y": 0.9989363914694 }, { "x": 119, "y": 0.99899499288143 }, { "x": 120, "y": 0.99905016415684 }, { "x": 121, "y": 0.99910211769347 }, { "x": 122, "y": 0.99915105203515 }, { "x": 123, "y": 0.99919715281952 }, { "x": 124, "y": 0.999240593658 }, { "x": 125, "y": 0.99928153695319 } ] }, { "id": 110, "curve_id": "L2.1", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Substation ", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 3.2347491750444912, "sigma": 0.49999999999999994, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.235, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 251, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.916E-11 }, { "x": 2, "y": 1.8556038E-07 }, { "x": 3, "y": 9.67449072E-06 }, { "x": 4, "y": 0.0001091199943 }, { "x": 5, "y": 0.00057576318581 }, { "x": 6, "y": 0.0019509884085 }, { "x": 7, "y": 0.00497333113776 }, { "x": 8, "y": 0.01042705761319 }, { "x": 9, "y": 0.01899098778939 }, { "x": 10, "y": 0.03113781701649 }, { "x": 11, "y": 0.04709401960192 }, { "x": 12, "y": 0.06684800240546 }, { "x": 13, "y": 0.09018777125126 }, { "x": 14, "y": 0.11675149624281 }, { "x": 15, "y": 0.14607932215674 }, { "x": 16, "y": 0.17765963070782 }, { "x": 17, "y": 0.21096665786592 }, { "x": 18, "y": 0.24548878132643 }, { "x": 19, "y": 0.28074816288498 }, { "x": 20, "y": 0.31631307303839 }, { "x": 21, "y": 0.35180441320968 }, { "x": 22, "y": 0.38689788446152 }, { "x": 23, "y": 0.42132306276808 }, { "x": 24, "y": 0.45486041044668 }, { "x": 25, "y": 0.48733702607118 }, { "x": 26, "y": 0.51862173307919 }, { "x": 27, "y": 0.5486199386205 }, { "x": 28, "y": 0.57726855963109 }, { "x": 29, "y": 0.60453120951522 }, { "x": 30, "y": 0.63039376149905 }, { "x": 31, "y": 0.65486034872944 }, { "x": 32, "y": 0.6779498219372 }, { "x": 33, "y": 0.69969265900582 }, { "x": 34, "y": 0.72012830382651 }, { "x": 35, "y": 0.73930290178644 }, { "x": 36, "y": 0.75726739411871 }, { "x": 37, "y": 0.77407593161576 }, { "x": 38, "y": 0.78978456873687 }, { "x": 39, "y": 0.80445020109725 }, { "x": 40, "y": 0.81812971211686 }, { "x": 41, "y": 0.83087929781656 }, { "x": 42, "y": 0.84275394209369 }, { "x": 43, "y": 0.85380701810181 }, { "x": 44, "y": 0.86408999448363 }, { "x": 45, "y": 0.87365222809395 }, { "x": 46, "y": 0.88254082746835 }, { "x": 47, "y": 0.89080057363183 }, { "x": 48, "y": 0.89847388690661 }, { "x": 49, "y": 0.90560083018251 }, { "x": 50, "y": 0.91221914067764 }, { "x": 51, "y": 0.91836428356378 }, { "x": 52, "y": 0.92406952198277 }, { "x": 53, "y": 0.92936599896019 }, { "x": 54, "y": 0.93428282755219 }, { "x": 55, "y": 0.93884718626027 }, { "x": 56, "y": 0.94308441733458 }, { "x": 57, "y": 0.94701812607589 }, { "x": 58, "y": 0.95067027965263 }, { "x": 59, "y": 0.95406130428619 }, { "x": 60, "y": 0.95721017993414 }, { "x": 61, "y": 0.96013453182844 }, { "x": 62, "y": 0.96285071840968 }, { "x": 63, "y": 0.96537391534863 }, { "x": 64, "y": 0.96771819546564 }, { "x": 65, "y": 0.96989660445454 }, { "x": 66, "y": 0.97192123239272 }, { "x": 67, "y": 0.97380328107771 }, { "x": 68, "y": 0.97555312727541 }, { "x": 69, "y": 0.97718038199875 }, { "x": 70, "y": 0.97869394595991 }, { "x": 71, "y": 0.98010206135638 }, { "x": 72, "y": 0.98141236016212 }, { "x": 73, "y": 0.98263190910148 }, { "x": 74, "y": 0.98376725148597 }, { "x": 75, "y": 0.98482444609382 }, { "x": 76, "y": 0.98580910326932 }, { "x": 77, "y": 0.98672641841483 }, { "x": 78, "y": 0.98758120304256 }, { "x": 79, "y": 0.98837791354679 }, { "x": 80, "y": 0.98912067784993 }, { "x": 81, "y": 0.98981332006841 }, { "x": 82, "y": 0.99045938333658 }, { "x": 83, "y": 0.99106215091911 }, { "x": 84, "y": 0.99162466573463 }, { "x": 85, "y": 0.99214974840587 }, { "x": 86, "y": 0.99264001394405 }, { "x": 87, "y": 0.99309788716854 }, { "x": 88, "y": 0.99352561695573 }, { "x": 89, "y": 0.9939252894047 }, { "x": 90, "y": 0.99429884000133 }, { "x": 91, "y": 0.99464806485644 }, { "x": 92, "y": 0.99497463108835 }, { "x": 93, "y": 0.9952800864149 }, { "x": 94, "y": 0.99556586801552 }, { "x": 95, "y": 0.99583331071904 }, { "x": 96, "y": 0.9960836545691 }, { "x": 97, "y": 0.99631805181494 }, { "x": 98, "y": 0.99653757337181 }, { "x": 99, "y": 0.99674321479179 }, { "x": 100, "y": 0.9969359017828 }, { "x": 101, "y": 0.99711649531058 }, { "x": 102, "y": 0.99728579631581 }, { "x": 103, "y": 0.997444550076 }, { "x": 104, "y": 0.9975934502395 }, { "x": 105, "y": 0.99773314255695 }, { "x": 106, "y": 0.99786422833333 }, { "x": 107, "y": 0.99798726762215 }, { "x": 108, "y": 0.99810278218156 }, { "x": 109, "y": 0.99821125821063 }, { "x": 110, "y": 0.99831314888259 }, { "x": 111, "y": 0.99840887669066 }, { "x": 112, "y": 0.99849883562061 }, { "x": 113, "y": 0.99858339316338 }, { "x": 114, "y": 0.99866289217988 }, { "x": 115, "y": 0.99873765262918 }, { "x": 116, "y": 0.99880797317045 }, { "x": 117, "y": 0.99887413264815 }, { "x": 118, "y": 0.9989363914694 }, { "x": 119, "y": 0.99899499288143 }, { "x": 120, "y": 0.99905016415684 }, { "x": 121, "y": 0.99910211769347 }, { "x": 122, "y": 0.99915105203515 }, { "x": 123, "y": 0.99919715281952 }, { "x": 124, "y": 0.999240593658 }, { "x": 125, "y": 0.99928153695319 }, { "x": 126, "y": 0.99932013465825 }, { "x": 127, "y": 0.99935652898251 }, { "x": 128, "y": 0.99939085304727 }, { "x": 129, "y": 0.99942323149553 }, { "x": 130, "y": 0.99945378105891 }, { "x": 131, "y": 0.99948261108492 }, { "x": 132, "y": 0.99950982402755 }, { "x": 133, "y": 0.9995355159037 }, { "x": 134, "y": 0.99955977671801 }, { "x": 135, "y": 0.99958269085839 }, { "x": 136, "y": 0.99960433746427 }, { "x": 137, "y": 0.99962479076959 }, { "x": 138, "y": 0.99964412042237 }, { "x": 139, "y": 0.99966239178245 }, { "x": 140, "y": 0.99967966619897 }, { "x": 141, "y": 0.99969600126907 }, { "x": 142, "y": 0.99971145107913 }, { "x": 143, "y": 0.99972606642973 }, { "x": 144, "y": 0.99973989504555 }, { "x": 145, "y": 0.99975298177115 }, { "x": 146, "y": 0.99976536875379 }, { "x": 147, "y": 0.99977709561398 }, { "x": 148, "y": 0.99978819960485 }, { "x": 149, "y": 0.99979871576087 }, { "x": 150, "y": 0.99980867703686 }, { "x": 151, "y": 0.99981811443782 }, { "x": 152, "y": 0.99982705714029 }, { "x": 153, "y": 0.99983553260576 }, { "x": 154, "y": 0.99984356668676 }, { "x": 155, "y": 0.999851183726 }, { "x": 156, "y": 0.99985840664917 }, { "x": 157, "y": 0.9998652570517 }, { "x": 158, "y": 0.99987175527997 }, { "x": 159, "y": 0.99987792050735 }, { "x": 160, "y": 0.99988377080534 }, { "x": 161, "y": 0.99988932321022 }, { "x": 162, "y": 0.99989459378542 }, { "x": 163, "y": 0.99989959768002 }, { "x": 164, "y": 0.9999043491835 }, { "x": 165, "y": 0.99990886177706 }, { "x": 166, "y": 0.99991314818177 }, { "x": 167, "y": 0.99991722040365 }, { "x": 168, "y": 0.99992108977597 }, { "x": 169, "y": 0.99992476699895 }, { "x": 170, "y": 0.99992826217696 }, { "x": 171, "y": 0.99993158485342 }, { "x": 172, "y": 0.99993474404362 }, { "x": 173, "y": 0.99993774826547 }, { "x": 174, "y": 0.99994060556836 }, { "x": 175, "y": 0.99994332356031 }, { "x": 176, "y": 0.99994590943344 }, { "x": 177, "y": 0.99994836998788 }, { "x": 178, "y": 0.9999507116543 }, { "x": 179, "y": 0.999952940515 }, { "x": 180, "y": 0.99995506232379 }, { "x": 181, "y": 0.99995708252468 }, { "x": 182, "y": 0.99995900626942 }, { "x": 183, "y": 0.999960838434 }, { "x": 184, "y": 0.99996258363424 }, { "x": 185, "y": 0.99996424624034 }, { "x": 186, "y": 0.99996583039071 }, { "x": 187, "y": 0.99996734000482 }, { "x": 188, "y": 0.9999687787955 }, { "x": 189, "y": 0.9999701502803 }, { "x": 190, "y": 0.9999714577924 }, { "x": 191, "y": 0.9999727044907 }, { "x": 192, "y": 0.99997389336948 }, { "x": 193, "y": 0.99997502726737 }, { "x": 194, "y": 0.99997610887592 }, { "x": 195, "y": 0.9999771407476 }, { "x": 196, "y": 0.99997812530335 }, { "x": 197, "y": 0.99997906483974 }, { "x": 198, "y": 0.99997996153569 }, { "x": 199, "y": 0.99998081745879 }, { "x": 200, "y": 0.99998163457132 }, { "x": 201, "y": 0.9999824147359 }, { "x": 202, "y": 0.99998315972076 }, { "x": 203, "y": 0.99998387120487 }, { "x": 204, "y": 0.99998455078258 }, { "x": 205, "y": 0.99998519996819 }, { "x": 206, "y": 0.99998582020014 }, { "x": 207, "y": 0.99998641284502 }, { "x": 208, "y": 0.99998697920135 }, { "x": 209, "y": 0.99998752050313 }, { "x": 210, "y": 0.99998803792327 }, { "x": 211, "y": 0.99998853257669 }, { "x": 212, "y": 0.9999890055234 }, { "x": 213, "y": 0.99998945777134 }, { "x": 214, "y": 0.99998989027905 }, { "x": 215, "y": 0.99999030395822 }, { "x": 216, "y": 0.99999069967612 }, { "x": 217, "y": 0.99999107825787 }, { "x": 218, "y": 0.99999144048858 }, { "x": 219, "y": 0.99999178711542 }, { "x": 220, "y": 0.99999211884953 }, { "x": 221, "y": 0.99999243636784 }, { "x": 222, "y": 0.99999274031483 }, { "x": 223, "y": 0.99999303130416 }, { "x": 224, "y": 0.99999330992018 }, { "x": 225, "y": 0.99999357671947 }, { "x": 226, "y": 0.99999383223219 }, { "x": 227, "y": 0.99999407696339 }, { "x": 228, "y": 0.9999943113943 }, { "x": 229, "y": 0.99999453598345 }, { "x": 230, "y": 0.99999475116789 }, { "x": 231, "y": 0.99999495736416 }, { "x": 232, "y": 0.99999515496934 }, { "x": 233, "y": 0.99999534436201 }, { "x": 234, "y": 0.99999552590315 }, { "x": 235, "y": 0.99999569993701 }, { "x": 236, "y": 0.99999586679191 }, { "x": 237, "y": 0.99999602678104 }, { "x": 238, "y": 0.99999618020314 }, { "x": 239, "y": 0.99999632734328 }, { "x": 240, "y": 0.99999646847346 }, { "x": 241, "y": 0.99999660385326 }, { "x": 242, "y": 0.99999673373044 }, { "x": 243, "y": 0.99999685834148 }, { "x": 244, "y": 0.99999697791218 }, { "x": 245, "y": 0.99999709265808 }, { "x": 246, "y": 0.99999720278504 }, { "x": 247, "y": 0.99999730848965 }, { "x": 248, "y": 0.99999740995965 }, { "x": 249, "y": 0.9999975073744 }, { "x": 250, "y": 0.99999760090525 } ] }, { "id": 111, "curve_id": "L20.1", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Liftstation", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 3.2347491748621895, "sigma": 0.50000000065576622, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.235, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.916E-11 }, { "x": 2, "y": 1.8556038E-07 }, { "x": 3, "y": 9.67449072E-06 }, { "x": 4, "y": 0.0001091199943 }, { "x": 5, "y": 0.00057576318581 }, { "x": 6, "y": 0.0019509884085 }, { "x": 7, "y": 0.00497333113776 }, { "x": 8, "y": 0.01042705761319 }, { "x": 9, "y": 0.01899098778939 }, { "x": 10, "y": 0.03113781701649 }, { "x": 11, "y": 0.04709401960192 }, { "x": 12, "y": 0.06684800240546 }, { "x": 13, "y": 0.09018777125126 }, { "x": 14, "y": 0.11675149624281 }, { "x": 15, "y": 0.14607932215674 }, { "x": 16, "y": 0.17765963070782 }, { "x": 17, "y": 0.21096665786592 }, { "x": 18, "y": 0.24548878132643 }, { "x": 19, "y": 0.28074816288498 }, { "x": 20, "y": 0.31631307303839 }, { "x": 21, "y": 0.35180441320968 }, { "x": 22, "y": 0.38689788446152 }, { "x": 23, "y": 0.42132306276808 }, { "x": 24, "y": 0.45486041044668 }, { "x": 25, "y": 0.48733702607118 }, { "x": 26, "y": 0.51862173307919 }, { "x": 27, "y": 0.5486199386205 }, { "x": 28, "y": 0.57726855963109 }, { "x": 29, "y": 0.60453120951522 }, { "x": 30, "y": 0.63039376149905 }, { "x": 31, "y": 0.65486034872944 }, { "x": 32, "y": 0.6779498219372 }, { "x": 33, "y": 0.69969265900582 }, { "x": 34, "y": 0.72012830382651 }, { "x": 35, "y": 0.73930290178644 }, { "x": 36, "y": 0.75726739411871 }, { "x": 37, "y": 0.77407593161576 }, { "x": 38, "y": 0.78978456873687 }, { "x": 39, "y": 0.80445020109725 }, { "x": 40, "y": 0.81812971211686 }, { "x": 41, "y": 0.83087929781656 }, { "x": 42, "y": 0.84275394209369 }, { "x": 43, "y": 0.85380701810181 }, { "x": 44, "y": 0.86408999448363 }, { "x": 45, "y": 0.87365222809395 }, { "x": 46, "y": 0.88254082746835 }, { "x": 47, "y": 0.89080057363183 }, { "x": 48, "y": 0.89847388690661 }, { "x": 49, "y": 0.90560083018251 }, { "x": 50, "y": 0.91221914067764 }, { "x": 51, "y": 0.91836428356378 }, { "x": 52, "y": 0.92406952198277 }, { "x": 53, "y": 0.92936599896019 }, { "x": 54, "y": 0.93428282755219 }, { "x": 55, "y": 0.93884718626027 }, { "x": 56, "y": 0.94308441733458 }, { "x": 57, "y": 0.94701812607589 }, { "x": 58, "y": 0.95067027965263 }, { "x": 59, "y": 0.95406130428619 }, { "x": 60, "y": 0.95721017993414 }, { "x": 61, "y": 0.96013453182844 }, { "x": 62, "y": 0.96285071840968 }, { "x": 63, "y": 0.96537391534863 }, { "x": 64, "y": 0.96771819546564 }, { "x": 65, "y": 0.96989660445454 }, { "x": 66, "y": 0.97192123239272 }, { "x": 67, "y": 0.97380328107771 }, { "x": 68, "y": 0.97555312727541 }, { "x": 69, "y": 0.97718038199875 }, { "x": 70, "y": 0.97869394595991 }, { "x": 71, "y": 0.98010206135638 }, { "x": 72, "y": 0.98141236016212 }, { "x": 73, "y": 0.98263190910148 }, { "x": 74, "y": 0.98376725148597 }, { "x": 75, "y": 0.98482444609382 }, { "x": 76, "y": 0.98580910326932 }, { "x": 77, "y": 0.98672641841483 }, { "x": 78, "y": 0.98758120304256 }, { "x": 79, "y": 0.98837791354679 }, { "x": 80, "y": 0.98912067784993 }, { "x": 81, "y": 0.98981332006841 }, { "x": 82, "y": 0.99045938333658 }, { "x": 83, "y": 0.99106215091911 }, { "x": 84, "y": 0.99162466573463 }, { "x": 85, "y": 0.99214974840587 }, { "x": 86, "y": 0.99264001394405 }, { "x": 87, "y": 0.99309788716854 }, { "x": 88, "y": 0.99352561695573 }, { "x": 89, "y": 0.9939252894047 }, { "x": 90, "y": 0.99429884000133 }, { "x": 91, "y": 0.99464806485644 }, { "x": 92, "y": 0.99497463108835 }, { "x": 93, "y": 0.9952800864149 }, { "x": 94, "y": 0.99556586801552 }, { "x": 95, "y": 0.99583331071904 }, { "x": 96, "y": 0.9960836545691 }, { "x": 97, "y": 0.99631805181494 }, { "x": 98, "y": 0.99653757337181 }, { "x": 99, "y": 0.99674321479179 }, { "x": 100, "y": 0.9969359017828 }, { "x": 101, "y": 0.99711649531058 }, { "x": 102, "y": 0.99728579631581 }, { "x": 103, "y": 0.997444550076 }, { "x": 104, "y": 0.9975934502395 }, { "x": 105, "y": 0.99773314255695 }, { "x": 106, "y": 0.99786422833333 }, { "x": 107, "y": 0.99798726762215 }, { "x": 108, "y": 0.99810278218156 }, { "x": 109, "y": 0.99821125821063 }, { "x": 110, "y": 0.99831314888259 }, { "x": 111, "y": 0.99840887669066 }, { "x": 112, "y": 0.99849883562061 }, { "x": 113, "y": 0.99858339316338 }, { "x": 114, "y": 0.99866289217988 }, { "x": 115, "y": 0.99873765262918 }, { "x": 116, "y": 0.99880797317045 }, { "x": 117, "y": 0.99887413264815 }, { "x": 118, "y": 0.9989363914694 }, { "x": 119, "y": 0.99899499288143 }, { "x": 120, "y": 0.99905016415684 }, { "x": 121, "y": 0.99910211769347 }, { "x": 122, "y": 0.99915105203515 }, { "x": 123, "y": 0.99919715281952 }, { "x": 124, "y": 0.999240593658 }, { "x": 125, "y": 0.99928153695319 } ] }, { "id": 112, "curve_id": "W14.1", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Water treatment plant", "ci_detail": "N/A", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": 4.5053498507058807, "sigma": 2, "method": "Simple estimation", "mu_sigma_quality": 0.1, "mu_sigma_reconstruct": false, "raw_reconstruct": true, "reconstruct_method": "Use raw data points", "calculation_notes": "Estimation: μ=4.505 (from median~90.500), σ=2.000; Mu/sigma quality too low for reconstruction (quality: 0.100); D1 category: figure_given; Source provides original data points", "intensity_measure": "Wind speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Wind", "num_points": 181, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0 }, { "x": 51, "y": 0 }, { "x": 52, "y": 0 }, { "x": 53, "y": 0 }, { "x": 54, "y": 0 }, { "x": 55, "y": 0 }, { "x": 56, "y": 0 }, { "x": 57, "y": 0 }, { "x": 58, "y": 0 }, { "x": 59, "y": 0 }, { "x": 60, "y": 0 }, { "x": 61, "y": 0 }, { "x": 62, "y": 0 }, { "x": 63, "y": 0 }, { "x": 64, "y": 0 }, { "x": 65, "y": 0 }, { "x": 66, "y": 0 }, { "x": 67, "y": 0 }, { "x": 68, "y": 0 }, { "x": 69, "y": 0 }, { "x": 70, "y": 0 }, { "x": 71, "y": 0 }, { "x": 72, "y": 0 }, { "x": 73, "y": 0 }, { "x": 74, "y": 0 }, { "x": 75, "y": 0 }, { "x": 76, "y": 0 }, { "x": 77, "y": 0 }, { "x": 78, "y": 0 }, { "x": 79, "y": 0 }, { "x": 80, "y": 0 }, { "x": 81, "y": 0 }, { "x": 82, "y": 0 }, { "x": 83, "y": 0 }, { "x": 84, "y": 0 }, { "x": 85, "y": 0 }, { "x": 86, "y": 0 }, { "x": 87, "y": 0 }, { "x": 88, "y": 0 }, { "x": 89, "y": 0 }, { "x": 90, "y": 0 }, { "x": 91, "y": 0 }, { "x": 92, "y": 0 }, { "x": 93, "y": 0 }, { "x": 94, "y": 0 }, { "x": 95, "y": 0 }, { "x": 96, "y": 0 }, { "x": 97, "y": 0 }, { "x": 98, "y": 0 }, { "x": 99, "y": 0 }, { "x": 100, "y": 0 }, { "x": 101, "y": 0 }, { "x": 102, "y": 0 }, { "x": 103, "y": 0 }, { "x": 104, "y": 0 }, { "x": 105, "y": 0 }, { "x": 106, "y": 0 }, { "x": 107, "y": 0 }, { "x": 108, "y": 0 }, { "x": 109, "y": 0 }, { "x": 110, "y": 0 }, { "x": 111, "y": 0 }, { "x": 112, "y": 0 }, { "x": 113, "y": 0 }, { "x": 114, "y": 0 }, { "x": 115, "y": 0 }, { "x": 116, "y": 0 }, { "x": 117, "y": 0 }, { "x": 118, "y": 0 }, { "x": 119, "y": 0 }, { "x": 120, "y": 0 }, { "x": 121, "y": 0 }, { "x": 122, "y": 0 }, { "x": 123, "y": 0 }, { "x": 124, "y": 0 }, { "x": 125, "y": 0 }, { "x": 126, "y": 0 }, { "x": 127, "y": 0 }, { "x": 128, "y": 0 }, { "x": 129, "y": 0 }, { "x": 130, "y": 0 }, { "x": 131, "y": 0 }, { "x": 132, "y": 0 }, { "x": 133, "y": 0 }, { "x": 134, "y": 0 }, { "x": 135, "y": 0 }, { "x": 136, "y": 0 }, { "x": 137, "y": 0 }, { "x": 138, "y": 0 }, { "x": 139, "y": 0 }, { "x": 140, "y": 0 }, { "x": 141, "y": 0 }, { "x": 142, "y": 0 }, { "x": 143, "y": 0 }, { "x": 144, "y": 0 }, { "x": 145, "y": 0 }, { "x": 146, "y": 0 }, { "x": 147, "y": 0 }, { "x": 148, "y": 0 }, { "x": 149, "y": 0 }, { "x": 150, "y": 0 }, { "x": 151, "y": 0 }, { "x": 152, "y": 0 }, { "x": 153, "y": 0 }, { "x": 154, "y": 0 }, { "x": 155, "y": 0 }, { "x": 156, "y": 0 }, { "x": 157, "y": 0 }, { "x": 158, "y": 0 }, { "x": 159, "y": 0 }, { "x": 160, "y": 0 }, { "x": 161, "y": 0 }, { "x": 162, "y": 0 }, { "x": 163, "y": 0 }, { "x": 164, "y": 0 }, { "x": 165, "y": 0 }, { "x": 166, "y": 0 }, { "x": 167, "y": 0 }, { "x": 168, "y": 0 }, { "x": 169, "y": 0 }, { "x": 170, "y": 0 }, { "x": 171, "y": 0 }, { "x": 172, "y": 0 }, { "x": 173, "y": 0 }, { "x": 174, "y": 0 }, { "x": 175, "y": 0 }, { "x": 176, "y": 0 }, { "x": 177, "y": 0 }, { "x": 178, "y": 0 }, { "x": 179, "y": 0 }, { "x": 180, "y": 0 } ] }, { "id": 113, "curve_id": "W16.1", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "N/A", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": 4.5053498507058807, "sigma": 2, "method": "Simple estimation", "mu_sigma_quality": 0.1, "mu_sigma_reconstruct": false, "raw_reconstruct": true, "reconstruct_method": "Use raw data points", "calculation_notes": "Estimation: μ=4.505 (from median~90.500), σ=2.000; Mu/sigma quality too low for reconstruction (quality: 0.100); D1 category: figure_given; Source provides original data points", "intensity_measure": "Wind speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Wind", "num_points": 181, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0 }, { "x": 51, "y": 0 }, { "x": 52, "y": 0 }, { "x": 53, "y": 0 }, { "x": 54, "y": 0 }, { "x": 55, "y": 0 }, { "x": 56, "y": 0 }, { "x": 57, "y": 0 }, { "x": 58, "y": 0 }, { "x": 59, "y": 0 }, { "x": 60, "y": 0 }, { "x": 61, "y": 0 }, { "x": 62, "y": 0 }, { "x": 63, "y": 0 }, { "x": 64, "y": 0 }, { "x": 65, "y": 0 }, { "x": 66, "y": 0 }, { "x": 67, "y": 0 }, { "x": 68, "y": 0 }, { "x": 69, "y": 0 }, { "x": 70, "y": 0 }, { "x": 71, "y": 0 }, { "x": 72, "y": 0 }, { "x": 73, "y": 0 }, { "x": 74, "y": 0 }, { "x": 75, "y": 0 }, { "x": 76, "y": 0 }, { "x": 77, "y": 0 }, { "x": 78, "y": 0 }, { "x": 79, "y": 0 }, { "x": 80, "y": 0 }, { "x": 81, "y": 0 }, { "x": 82, "y": 0 }, { "x": 83, "y": 0 }, { "x": 84, "y": 0 }, { "x": 85, "y": 0 }, { "x": 86, "y": 0 }, { "x": 87, "y": 0 }, { "x": 88, "y": 0 }, { "x": 89, "y": 0 }, { "x": 90, "y": 0 }, { "x": 91, "y": 0 }, { "x": 92, "y": 0 }, { "x": 93, "y": 0 }, { "x": 94, "y": 0 }, { "x": 95, "y": 0 }, { "x": 96, "y": 0 }, { "x": 97, "y": 0 }, { "x": 98, "y": 0 }, { "x": 99, "y": 0 }, { "x": 100, "y": 0 }, { "x": 101, "y": 0 }, { "x": 102, "y": 0 }, { "x": 103, "y": 0 }, { "x": 104, "y": 0 }, { "x": 105, "y": 0 }, { "x": 106, "y": 0 }, { "x": 107, "y": 0 }, { "x": 108, "y": 0 }, { "x": 109, "y": 0 }, { "x": 110, "y": 0 }, { "x": 111, "y": 0 }, { "x": 112, "y": 0 }, { "x": 113, "y": 0 }, { "x": 114, "y": 0 }, { "x": 115, "y": 0 }, { "x": 116, "y": 0 }, { "x": 117, "y": 0 }, { "x": 118, "y": 0 }, { "x": 119, "y": 0 }, { "x": 120, "y": 0 }, { "x": 121, "y": 0 }, { "x": 122, "y": 0 }, { "x": 123, "y": 0 }, { "x": 124, "y": 0 }, { "x": 125, "y": 0 }, { "x": 126, "y": 0 }, { "x": 127, "y": 0 }, { "x": 128, "y": 0 }, { "x": 129, "y": 0 }, { "x": 130, "y": 0 }, { "x": 131, "y": 0 }, { "x": 132, "y": 0 }, { "x": 133, "y": 0 }, { "x": 134, "y": 0 }, { "x": 135, "y": 0 }, { "x": 136, "y": 0 }, { "x": 137, "y": 0 }, { "x": 138, "y": 0 }, { "x": 139, "y": 0 }, { "x": 140, "y": 0 }, { "x": 141, "y": 0 }, { "x": 142, "y": 0 }, { "x": 143, "y": 0 }, { "x": 144, "y": 0 }, { "x": 145, "y": 0 }, { "x": 146, "y": 0 }, { "x": 147, "y": 0 }, { "x": 148, "y": 0 }, { "x": 149, "y": 0 }, { "x": 150, "y": 0 }, { "x": 151, "y": 0 }, { "x": 152, "y": 0 }, { "x": 153, "y": 0 }, { "x": 154, "y": 0 }, { "x": 155, "y": 0 }, { "x": 156, "y": 0 }, { "x": 157, "y": 0 }, { "x": 158, "y": 0 }, { "x": 159, "y": 0 }, { "x": 160, "y": 0 }, { "x": 161, "y": 0 }, { "x": 162, "y": 0 }, { "x": 163, "y": 0 }, { "x": 164, "y": 0 }, { "x": 165, "y": 0 }, { "x": 166, "y": 0 }, { "x": 167, "y": 0 }, { "x": 168, "y": 0 }, { "x": 169, "y": 0 }, { "x": 170, "y": 0 }, { "x": 171, "y": 0 }, { "x": 172, "y": 0 }, { "x": 173, "y": 0 }, { "x": 174, "y": 0 }, { "x": 175, "y": 0 }, { "x": 176, "y": 0 }, { "x": 177, "y": 0 }, { "x": 178, "y": 0 }, { "x": 179, "y": 0 }, { "x": 180, "y": 0 } ] }, { "id": 114, "curve_id": "W18.1", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Wastewater treatment plant", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": 4.5053498507058807, "sigma": 2, "method": "Simple estimation", "mu_sigma_quality": 0.1, "mu_sigma_reconstruct": false, "raw_reconstruct": true, "reconstruct_method": "Use raw data points", "calculation_notes": "Estimation: μ=4.505 (from median~90.500), σ=2.000; Mu/sigma quality too low for reconstruction (quality: 0.100); D1 category: figure_given; Source provides original data points", "intensity_measure": "Wind speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Wind", "num_points": 181, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0 }, { "x": 51, "y": 0 }, { "x": 52, "y": 0 }, { "x": 53, "y": 0 }, { "x": 54, "y": 0 }, { "x": 55, "y": 0 }, { "x": 56, "y": 0 }, { "x": 57, "y": 0 }, { "x": 58, "y": 0 }, { "x": 59, "y": 0 }, { "x": 60, "y": 0 }, { "x": 61, "y": 0 }, { "x": 62, "y": 0 }, { "x": 63, "y": 0 }, { "x": 64, "y": 0 }, { "x": 65, "y": 0 }, { "x": 66, "y": 0 }, { "x": 67, "y": 0 }, { "x": 68, "y": 0 }, { "x": 69, "y": 0 }, { "x": 70, "y": 0 }, { "x": 71, "y": 0 }, { "x": 72, "y": 0 }, { "x": 73, "y": 0 }, { "x": 74, "y": 0 }, { "x": 75, "y": 0 }, { "x": 76, "y": 0 }, { "x": 77, "y": 0 }, { "x": 78, "y": 0 }, { "x": 79, "y": 0 }, { "x": 80, "y": 0 }, { "x": 81, "y": 0 }, { "x": 82, "y": 0 }, { "x": 83, "y": 0 }, { "x": 84, "y": 0 }, { "x": 85, "y": 0 }, { "x": 86, "y": 0 }, { "x": 87, "y": 0 }, { "x": 88, "y": 0 }, { "x": 89, "y": 0 }, { "x": 90, "y": 0 }, { "x": 91, "y": 0 }, { "x": 92, "y": 0 }, { "x": 93, "y": 0 }, { "x": 94, "y": 0 }, { "x": 95, "y": 0 }, { "x": 96, "y": 0 }, { "x": 97, "y": 0 }, { "x": 98, "y": 0 }, { "x": 99, "y": 0 }, { "x": 100, "y": 0 }, { "x": 101, "y": 0 }, { "x": 102, "y": 0 }, { "x": 103, "y": 0 }, { "x": 104, "y": 0 }, { "x": 105, "y": 0 }, { "x": 106, "y": 0 }, { "x": 107, "y": 0 }, { "x": 108, "y": 0 }, { "x": 109, "y": 0 }, { "x": 110, "y": 0 }, { "x": 111, "y": 0 }, { "x": 112, "y": 0 }, { "x": 113, "y": 0 }, { "x": 114, "y": 0 }, { "x": 115, "y": 0 }, { "x": 116, "y": 0 }, { "x": 117, "y": 0 }, { "x": 118, "y": 0 }, { "x": 119, "y": 0 }, { "x": 120, "y": 0 }, { "x": 121, "y": 0 }, { "x": 122, "y": 0 }, { "x": 123, "y": 0 }, { "x": 124, "y": 0 }, { "x": 125, "y": 0 }, { "x": 126, "y": 0 }, { "x": 127, "y": 0 }, { "x": 128, "y": 0 }, { "x": 129, "y": 0 }, { "x": 130, "y": 0 }, { "x": 131, "y": 0 }, { "x": 132, "y": 0 }, { "x": 133, "y": 0 }, { "x": 134, "y": 0 }, { "x": 135, "y": 0 }, { "x": 136, "y": 0 }, { "x": 137, "y": 0 }, { "x": 138, "y": 0 }, { "x": 139, "y": 0 }, { "x": 140, "y": 0 }, { "x": 141, "y": 0 }, { "x": 142, "y": 0 }, { "x": 143, "y": 0 }, { "x": 144, "y": 0 }, { "x": 145, "y": 0 }, { "x": 146, "y": 0 }, { "x": 147, "y": 0 }, { "x": 148, "y": 0 }, { "x": 149, "y": 0 }, { "x": 150, "y": 0 }, { "x": 151, "y": 0 }, { "x": 152, "y": 0 }, { "x": 153, "y": 0 }, { "x": 154, "y": 0 }, { "x": 155, "y": 0 }, { "x": 156, "y": 0 }, { "x": 157, "y": 0 }, { "x": 158, "y": 0 }, { "x": 159, "y": 0 }, { "x": 160, "y": 0 }, { "x": 161, "y": 0 }, { "x": 162, "y": 0 }, { "x": 163, "y": 0 }, { "x": 164, "y": 0 }, { "x": 165, "y": 0 }, { "x": 166, "y": 0 }, { "x": 167, "y": 0 }, { "x": 168, "y": 0 }, { "x": 169, "y": 0 }, { "x": 170, "y": 0 }, { "x": 171, "y": 0 }, { "x": 172, "y": 0 }, { "x": 173, "y": 0 }, { "x": 174, "y": 0 }, { "x": 175, "y": 0 }, { "x": 176, "y": 0 }, { "x": 177, "y": 0 }, { "x": 178, "y": 0 }, { "x": 179, "y": 0 }, { "x": 180, "y": 0 } ] }, { "id": 115, "curve_id": "W19.1", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Buried pipelines", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": 4.5053498507058807, "sigma": 2, "method": "Simple estimation", "mu_sigma_quality": 0.1, "mu_sigma_reconstruct": false, "raw_reconstruct": true, "reconstruct_method": "Use raw data points", "calculation_notes": "Estimation: μ=4.505 (from median~90.500), σ=2.000; Mu/sigma quality too low for reconstruction (quality: 0.100); D1 category: figure_given; Source provides original data points", "intensity_measure": "Wind speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Wind", "num_points": 181, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0 }, { "x": 51, "y": 0 }, { "x": 52, "y": 0 }, { "x": 53, "y": 0 }, { "x": 54, "y": 0 }, { "x": 55, "y": 0 }, { "x": 56, "y": 0 }, { "x": 57, "y": 0 }, { "x": 58, "y": 0 }, { "x": 59, "y": 0 }, { "x": 60, "y": 0 }, { "x": 61, "y": 0 }, { "x": 62, "y": 0 }, { "x": 63, "y": 0 }, { "x": 64, "y": 0 }, { "x": 65, "y": 0 }, { "x": 66, "y": 0 }, { "x": 67, "y": 0 }, { "x": 68, "y": 0 }, { "x": 69, "y": 0 }, { "x": 70, "y": 0 }, { "x": 71, "y": 0 }, { "x": 72, "y": 0 }, { "x": 73, "y": 0 }, { "x": 74, "y": 0 }, { "x": 75, "y": 0 }, { "x": 76, "y": 0 }, { "x": 77, "y": 0 }, { "x": 78, "y": 0 }, { "x": 79, "y": 0 }, { "x": 80, "y": 0 }, { "x": 81, "y": 0 }, { "x": 82, "y": 0 }, { "x": 83, "y": 0 }, { "x": 84, "y": 0 }, { "x": 85, "y": 0 }, { "x": 86, "y": 0 }, { "x": 87, "y": 0 }, { "x": 88, "y": 0 }, { "x": 89, "y": 0 }, { "x": 90, "y": 0 }, { "x": 91, "y": 0 }, { "x": 92, "y": 0 }, { "x": 93, "y": 0 }, { "x": 94, "y": 0 }, { "x": 95, "y": 0 }, { "x": 96, "y": 0 }, { "x": 97, "y": 0 }, { "x": 98, "y": 0 }, { "x": 99, "y": 0 }, { "x": 100, "y": 0 }, { "x": 101, "y": 0 }, { "x": 102, "y": 0 }, { "x": 103, "y": 0 }, { "x": 104, "y": 0 }, { "x": 105, "y": 0 }, { "x": 106, "y": 0 }, { "x": 107, "y": 0 }, { "x": 108, "y": 0 }, { "x": 109, "y": 0 }, { "x": 110, "y": 0 }, { "x": 111, "y": 0 }, { "x": 112, "y": 0 }, { "x": 113, "y": 0 }, { "x": 114, "y": 0 }, { "x": 115, "y": 0 }, { "x": 116, "y": 0 }, { "x": 117, "y": 0 }, { "x": 118, "y": 0 }, { "x": 119, "y": 0 }, { "x": 120, "y": 0 }, { "x": 121, "y": 0 }, { "x": 122, "y": 0 }, { "x": 123, "y": 0 }, { "x": 124, "y": 0 }, { "x": 125, "y": 0 }, { "x": 126, "y": 0 }, { "x": 127, "y": 0 }, { "x": 128, "y": 0 }, { "x": 129, "y": 0 }, { "x": 130, "y": 0 }, { "x": 131, "y": 0 }, { "x": 132, "y": 0 }, { "x": 133, "y": 0 }, { "x": 134, "y": 0 }, { "x": 135, "y": 0 }, { "x": 136, "y": 0 }, { "x": 137, "y": 0 }, { "x": 138, "y": 0 }, { "x": 139, "y": 0 }, { "x": 140, "y": 0 }, { "x": 141, "y": 0 }, { "x": 142, "y": 0 }, { "x": 143, "y": 0 }, { "x": 144, "y": 0 }, { "x": 145, "y": 0 }, { "x": 146, "y": 0 }, { "x": 147, "y": 0 }, { "x": 148, "y": 0 }, { "x": 149, "y": 0 }, { "x": 150, "y": 0 }, { "x": 151, "y": 0 }, { "x": 152, "y": 0 }, { "x": 153, "y": 0 }, { "x": 154, "y": 0 }, { "x": 155, "y": 0 }, { "x": 156, "y": 0 }, { "x": 157, "y": 0 }, { "x": 158, "y": 0 }, { "x": 159, "y": 0 }, { "x": 160, "y": 0 }, { "x": 161, "y": 0 }, { "x": 162, "y": 0 }, { "x": 163, "y": 0 }, { "x": 164, "y": 0 }, { "x": 165, "y": 0 }, { "x": 166, "y": 0 }, { "x": 167, "y": 0 }, { "x": 168, "y": 0 }, { "x": 169, "y": 0 }, { "x": 170, "y": 0 }, { "x": 171, "y": 0 }, { "x": 172, "y": 0 }, { "x": 173, "y": 0 }, { "x": 174, "y": 0 }, { "x": 175, "y": 0 }, { "x": 176, "y": 0 }, { "x": 177, "y": 0 }, { "x": 178, "y": 0 }, { "x": 179, "y": 0 }, { "x": 180, "y": 0 } ] }, { "id": 116, "curve_id": "W2.1", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Substation ", "ci_detail": "Double-switch; 400 kV; 200 km/h", "source_type": "Conference Proceeding", "source_abbrev": "López et al. (2009) ", "source_detail": "López, A. L., Rocha, L. E. P., De León Escobedo, D., and Sesma, J. S.: Reliability and vulnerability analysis of electrical substations and transmission towers for definition of wind and seismic damage maps for Mexico, in: 11th Americas Conference on Wind Engineering, San Juan, Puerto Rico, 22-26 June 2009, 2009.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Damage state: axial and/or bending forces distributed on the structural member or components", "source_data_type": "figure_given", "mu": 4.1124164199145037, "sigma": 0.19749622550636878, "method": "Curve fitting", "mu_sigma_quality": 0.97473577261477129, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.112, σ=0.197, R²=0.975; Mu/sigma can be used for reconstruction (quality: 0.975); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Wind", "num_points": 85, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0.02 }, { "x": 3, "y": 0.026 }, { "x": 4, "y": 0.031 }, { "x": 5, "y": 0.036 }, { "x": 6, "y": 0.039 }, { "x": 7, "y": 0.042 }, { "x": 8, "y": 0.045 }, { "x": 9, "y": 0.048 }, { "x": 10, "y": 0.05 }, { "x": 11, "y": 0.051 }, { "x": 12, "y": 0.052 }, { "x": 13, "y": 0.053 }, { "x": 14, "y": 0.055 }, { "x": 15, "y": 0.056 }, { "x": 16, "y": 0.057 }, { "x": 17, "y": 0.057 }, { "x": 18, "y": 0.057 }, { "x": 19, "y": 0.057 }, { "x": 20, "y": 0.057 }, { "x": 21, "y": 0.057 }, { "x": 22, "y": 0.057 }, { "x": 23, "y": 0.058 }, { "x": 24, "y": 0.06 }, { "x": 25, "y": 0.063 }, { "x": 26, "y": 0.065 }, { "x": 27, "y": 0.068 }, { "x": 28, "y": 0.07 }, { "x": 29, "y": 0.073 }, { "x": 30, "y": 0.075 }, { "x": 31, "y": 0.078 }, { "x": 32, "y": 0.08 }, { "x": 33, "y": 0.082 }, { "x": 34, "y": 0.084 }, { "x": 35, "y": 0.086 }, { "x": 36, "y": 0.089 }, { "x": 37, "y": 0.091 }, { "x": 38, "y": 0.095 }, { "x": 39, "y": 0.1 }, { "x": 40, "y": 0.105 }, { "x": 41, "y": 0.11 }, { "x": 42, "y": 0.115 }, { "x": 43, "y": 0.12 }, { "x": 44, "y": 0.125 }, { "x": 45, "y": 0.131 }, { "x": 46, "y": 0.138 }, { "x": 47, "y": 0.145 }, { "x": 48, "y": 0.152 }, { "x": 49, "y": 0.158 }, { "x": 50, "y": 0.166 }, { "x": 51, "y": 0.182 }, { "x": 52, "y": 0.198 }, { "x": 53, "y": 0.214 }, { "x": 54, "y": 0.23 }, { "x": 55, "y": 0.246 }, { "x": 56, "y": 0.28 }, { "x": 57, "y": 0.316 }, { "x": 58, "y": 0.352 }, { "x": 59, "y": 0.388 }, { "x": 60, "y": 0.425 }, { "x": 61, "y": 0.461 }, { "x": 62, "y": 0.501 }, { "x": 63, "y": 0.541 }, { "x": 64, "y": 0.581 }, { "x": 65, "y": 0.621 }, { "x": 66, "y": 0.662 }, { "x": 67, "y": 0.688 }, { "x": 68, "y": 0.714 }, { "x": 69, "y": 0.739 }, { "x": 70, "y": 0.765 }, { "x": 71, "y": 0.79 }, { "x": 72, "y": 0.816 }, { "x": 73, "y": 0.839 }, { "x": 74, "y": 0.857 }, { "x": 75, "y": 0.875 }, { "x": 76, "y": 0.893 }, { "x": 77, "y": 0.911 }, { "x": 78, "y": 0.93 }, { "x": 79, "y": 0.937 }, { "x": 80, "y": 0.943 }, { "x": 81, "y": 0.949 }, { "x": 82, "y": 0.956 }, { "x": 83, "y": 0.962 }, { "x": 84, "y": 0.968 } ] }, { "id": 117, "curve_id": "W2.2", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Substation ", "ci_detail": "Double-switch; 400 kV; 300 km/h", "source_type": "Conference Proceeding", "source_abbrev": "López et al. (2009) ", "source_detail": "López, A. L., Rocha, L. E. P., De León Escobedo, D., and Sesma, J. S.: Reliability and vulnerability analysis of electrical substations and transmission towers for definition of wind and seismic damage maps for Mexico, in: 11th Americas Conference on Wind Engineering, San Juan, Puerto Rico, 22-26 June 2009, 2009.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Damage state: axial and/or bending forces distributed on the structural member or components", "source_data_type": "figure_given", "mu": 4.5244141031630782, "sigma": 0.20991373870752511, "method": "Curve fitting", "mu_sigma_quality": 0.96647752341718474, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.524, σ=0.210, R²=0.966; Mu/sigma can be used for reconstruction (quality: 0.966); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Wind", "num_points": 113, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0.023 }, { "x": 7, "y": 0.024 }, { "x": 8, "y": 0.025 }, { "x": 9, "y": 0.025 }, { "x": 10, "y": 0.026 }, { "x": 11, "y": 0.027 }, { "x": 12, "y": 0.027 }, { "x": 13, "y": 0.027 }, { "x": 14, "y": 0.027 }, { "x": 15, "y": 0.027 }, { "x": 16, "y": 0.027 }, { "x": 17, "y": 0.027 }, { "x": 18, "y": 0.027 }, { "x": 19, "y": 0.027 }, { "x": 20, "y": 0.027 }, { "x": 21, "y": 0.027 }, { "x": 22, "y": 0.027 }, { "x": 23, "y": 0.027 }, { "x": 24, "y": 0.028 }, { "x": 25, "y": 0.028 }, { "x": 26, "y": 0.029 }, { "x": 27, "y": 0.03 }, { "x": 28, "y": 0.031 }, { "x": 29, "y": 0.031 }, { "x": 30, "y": 0.031 }, { "x": 31, "y": 0.031 }, { "x": 32, "y": 0.031 }, { "x": 33, "y": 0.031 }, { "x": 34, "y": 0.033 }, { "x": 35, "y": 0.035 }, { "x": 36, "y": 0.037 }, { "x": 37, "y": 0.039 }, { "x": 38, "y": 0.041 }, { "x": 39, "y": 0.042 }, { "x": 40, "y": 0.044 }, { "x": 41, "y": 0.045 }, { "x": 42, "y": 0.046 }, { "x": 43, "y": 0.048 }, { "x": 44, "y": 0.049 }, { "x": 45, "y": 0.051 }, { "x": 46, "y": 0.054 }, { "x": 47, "y": 0.056 }, { "x": 48, "y": 0.059 }, { "x": 49, "y": 0.061 }, { "x": 50, "y": 0.064 }, { "x": 51, "y": 0.067 }, { "x": 52, "y": 0.069 }, { "x": 53, "y": 0.072 }, { "x": 54, "y": 0.074 }, { "x": 55, "y": 0.077 }, { "x": 56, "y": 0.08 }, { "x": 57, "y": 0.084 }, { "x": 58, "y": 0.09 }, { "x": 59, "y": 0.096 }, { "x": 60, "y": 0.101 }, { "x": 61, "y": 0.107 }, { "x": 62, "y": 0.112 }, { "x": 63, "y": 0.117 }, { "x": 64, "y": 0.122 }, { "x": 65, "y": 0.127 }, { "x": 66, "y": 0.132 }, { "x": 67, "y": 0.137 }, { "x": 68, "y": 0.141 }, { "x": 69, "y": 0.145 }, { "x": 70, "y": 0.149 }, { "x": 71, "y": 0.154 }, { "x": 72, "y": 0.158 }, { "x": 73, "y": 0.163 }, { "x": 74, "y": 0.17 }, { "x": 75, "y": 0.177 }, { "x": 76, "y": 0.184 }, { "x": 77, "y": 0.191 }, { "x": 78, "y": 0.198 }, { "x": 79, "y": 0.207 }, { "x": 80, "y": 0.216 }, { "x": 81, "y": 0.225 }, { "x": 82, "y": 0.234 }, { "x": 83, "y": 0.243 }, { "x": 84, "y": 0.264 }, { "x": 85, "y": 0.286 }, { "x": 86, "y": 0.309 }, { "x": 87, "y": 0.331 }, { "x": 88, "y": 0.354 }, { "x": 89, "y": 0.376 }, { "x": 90, "y": 0.405 }, { "x": 91, "y": 0.437 }, { "x": 92, "y": 0.468 }, { "x": 93, "y": 0.499 }, { "x": 94, "y": 0.531 }, { "x": 95, "y": 0.557 }, { "x": 96, "y": 0.572 }, { "x": 97, "y": 0.586 }, { "x": 98, "y": 0.6 }, { "x": 99, "y": 0.614 }, { "x": 100, "y": 0.629 }, { "x": 101, "y": 0.65 }, { "x": 102, "y": 0.683 }, { "x": 103, "y": 0.717 }, { "x": 104, "y": 0.75 }, { "x": 105, "y": 0.784 }, { "x": 106, "y": 0.814 }, { "x": 107, "y": 0.827 }, { "x": 108, "y": 0.839 }, { "x": 109, "y": 0.851 }, { "x": 110, "y": 0.863 }, { "x": 111, "y": 0.875 }, { "x": 112, "y": 0.887 } ] }, { "id": 118, "curve_id": "F8.10", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Single track and non-electrified", "source_type": "Peer-reviewed", "source_abbrev": "Tsubaki et al. (2016)", "source_detail": "Tsubaki, R., Bricker, J. D., Ichii, K., and Kawahara, Y.: Development of fragility curves for railway embankment and ballast scour due to overtopping flood flow, Nat. Hazards Earth Syst. Sci., 16, 2455–2472, https://doi.org/10.5194/nhess-16-2455-2016, 2016.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Embankment scour", "source_data_type": "figure_given", "mu": -1.49139230570578, "sigma": 0.52796146719743509, "method": "Curve fitting", "mu_sigma_quality": 0.99984510216309619, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.491, σ=0.528, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Flood overtopping ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E + A)", "geography": "Japan", "hazard_type": "Flooding", "num_points": 51, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.02, "y": 0 }, { "x": 0.04, "y": 0.005 }, { "x": 0.06, "y": 0.018 }, { "x": 0.08, "y": 0.03 }, { "x": 0.1, "y": 0.058 }, { "x": 0.12, "y": 0.115 }, { "x": 0.14, "y": 0.191 }, { "x": 0.16, "y": 0.261 }, { "x": 0.18, "y": 0.336 }, { "x": 0.2, "y": 0.416 }, { "x": 0.22, "y": 0.48 }, { "x": 0.24, "y": 0.545 }, { "x": 0.26, "y": 0.608 }, { "x": 0.28, "y": 0.657 }, { "x": 0.3, "y": 0.703 }, { "x": 0.32, "y": 0.741 }, { "x": 0.34, "y": 0.778 }, { "x": 0.36, "y": 0.81 }, { "x": 0.38, "y": 0.84 }, { "x": 0.4, "y": 0.867 }, { "x": 0.42, "y": 0.893 }, { "x": 0.44, "y": 0.905 }, { "x": 0.46, "y": 0.918 }, { "x": 0.48, "y": 0.93 }, { "x": 0.5, "y": 0.935 }, { "x": 0.52, "y": 0.941 }, { "x": 0.54, "y": 0.947 }, { "x": 0.56, "y": 0.953 }, { "x": 0.58, "y": 0.96 }, { "x": 0.6, "y": 0.967 }, { "x": 0.62, "y": 0.972 }, { "x": 0.64, "y": 0.976 }, { "x": 0.66, "y": 0.979 }, { "x": 0.68, "y": 0.982 }, { "x": 0.7, "y": 0.984 }, { "x": 0.72, "y": 0.986 }, { "x": 0.74, "y": 0.989 }, { "x": 0.76, "y": 0.992 }, { "x": 0.78, "y": 0.993 }, { "x": 0.8, "y": 0.993 }, { "x": 0.82, "y": 0.994 }, { "x": 0.84, "y": 0.996 }, { "x": 0.86, "y": 0.998 }, { "x": 0.88, "y": 1 }, { "x": 0.9, "y": 1 }, { "x": 0.92, "y": 1 }, { "x": 0.94, "y": 1 }, { "x": 0.96, "y": 1 }, { "x": 0.98, "y": 1 }, { "x": 1, "y": 1 } ] }, { "id": 119, "curve_id": "W3.16", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Transmission tower-line system: 0 degree; 31.5m tall; steel made-members", "source_type": "Peer-reviewed", "source_abbrev": "Xue et al. (2020)", "source_detail": "Xue, J., Mohammadi, F., Li, X., Sahraei-Ardakani, M., Ou, G., and Pu, Z.: Impact of transmission tower-line interaction to the bulk power system during hurricane, in: Reliability Engineering and System Safety, https://doi.org/10.1016/j.ress.2020.107079, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 4.0374428509370031, "sigma": 0.0959753125205455, "method": "Curve fitting", "mu_sigma_quality": 0.99933729629146817, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.037, σ=0.096, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0.006 }, { "x": 44, "y": 0.009 }, { "x": 45, "y": 0.012 }, { "x": 46, "y": 0.023 }, { "x": 47, "y": 0.036 }, { "x": 48, "y": 0.058 }, { "x": 49, "y": 0.085 }, { "x": 50, "y": 0.12 }, { "x": 51, "y": 0.155 }, { "x": 52, "y": 0.195 }, { "x": 53, "y": 0.241 }, { "x": 54, "y": 0.304 }, { "x": 55, "y": 0.368 }, { "x": 56, "y": 0.433 }, { "x": 57, "y": 0.511 }, { "x": 58, "y": 0.593 }, { "x": 59, "y": 0.649 }, { "x": 60, "y": 0.705 }, { "x": 61, "y": 0.756 }, { "x": 62, "y": 0.815 }, { "x": 63, "y": 0.872 }, { "x": 64, "y": 0.918 }, { "x": 65, "y": 0.952 }, { "x": 66, "y": 0.984 }, { "x": 67, "y": 0.994 }, { "x": 68, "y": 0.997 }, { "x": 69, "y": 0.997 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 } ] }, { "id": 120, "curve_id": "W3.17", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Transmission tower-line system: 30 degree wind attack; 31.5m tall; steel made-members", "source_type": "Peer-reviewed", "source_abbrev": "Xue et al. (2020)", "source_detail": "Xue, J., Mohammadi, F., Li, X., Sahraei-Ardakani, M., Ou, G., and Pu, Z.: Impact of transmission tower-line interaction to the bulk power system during hurricane, in: Reliability Engineering and System Safety, https://doi.org/10.1016/j.ress.2020.107079, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 3.7503874698914865, "sigma": 0.17498283217476207, "method": "Curve fitting", "mu_sigma_quality": 0.999306565052217, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.750, σ=0.175, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0.004 }, { "x": 30, "y": 0.007 }, { "x": 31, "y": 0.016 }, { "x": 32, "y": 0.045 }, { "x": 33, "y": 0.083 }, { "x": 34, "y": 0.118 }, { "x": 35, "y": 0.153 }, { "x": 36, "y": 0.194 }, { "x": 37, "y": 0.236 }, { "x": 38, "y": 0.278 }, { "x": 39, "y": 0.318 }, { "x": 40, "y": 0.364 }, { "x": 41, "y": 0.413 }, { "x": 42, "y": 0.462 }, { "x": 43, "y": 0.509 }, { "x": 44, "y": 0.557 }, { "x": 45, "y": 0.603 }, { "x": 46, "y": 0.649 }, { "x": 47, "y": 0.695 }, { "x": 48, "y": 0.74 }, { "x": 49, "y": 0.78 }, { "x": 50, "y": 0.82 }, { "x": 51, "y": 0.857 }, { "x": 52, "y": 0.886 }, { "x": 53, "y": 0.908 }, { "x": 54, "y": 0.929 }, { "x": 55, "y": 0.947 }, { "x": 56, "y": 0.963 }, { "x": 57, "y": 0.977 }, { "x": 58, "y": 0.988 }, { "x": 59, "y": 1 }, { "x": 60, "y": 1 }, { "x": 61, "y": 1 }, { "x": 62, "y": 1 }, { "x": 63, "y": 1 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 } ] }, { "id": 121, "curve_id": "W3.18", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Transmission tower-line system: 45 degree wind attack; 31.5m tall; steel made-members", "source_type": "Peer-reviewed", "source_abbrev": "Xue et al. (2020)", "source_detail": "Xue, J., Mohammadi, F., Li, X., Sahraei-Ardakani, M., Ou, G., and Pu, Z.: Impact of transmission tower-line interaction to the bulk power system during hurricane, in: Reliability Engineering and System Safety, https://doi.org/10.1016/j.ress.2020.107079, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 3.4188016108410939, "sigma": 0.19296118624906639, "method": "Curve fitting", "mu_sigma_quality": 0.9997013353539318, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.419, σ=0.193, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0.005 }, { "x": 18, "y": 0.011 }, { "x": 19, "y": 0.018 }, { "x": 20, "y": 0.026 }, { "x": 21, "y": 0.034 }, { "x": 22, "y": 0.046 }, { "x": 23, "y": 0.063 }, { "x": 24, "y": 0.112 }, { "x": 25, "y": 0.161 }, { "x": 26, "y": 0.212 }, { "x": 27, "y": 0.263 }, { "x": 28, "y": 0.329 }, { "x": 29, "y": 0.396 }, { "x": 30, "y": 0.474 }, { "x": 31, "y": 0.529 }, { "x": 32, "y": 0.58 }, { "x": 33, "y": 0.634 }, { "x": 34, "y": 0.701 }, { "x": 35, "y": 0.756 }, { "x": 36, "y": 0.804 }, { "x": 37, "y": 0.838 }, { "x": 38, "y": 0.862 }, { "x": 39, "y": 0.893 }, { "x": 40, "y": 0.929 }, { "x": 41, "y": 0.95 }, { "x": 42, "y": 0.969 }, { "x": 43, "y": 0.985 }, { "x": 44, "y": 0.994 }, { "x": 45, "y": 1 }, { "x": 46, "y": 1 }, { "x": 47, "y": 1 }, { "x": 48, "y": 1 }, { "x": 49, "y": 1 }, { "x": 50, "y": 1 }, { "x": 51, "y": 1 }, { "x": 52, "y": 1 }, { "x": 53, "y": 1 }, { "x": 54, "y": 1 }, { "x": 55, "y": 1 }, { "x": 56, "y": 1 }, { "x": 57, "y": 1 }, { "x": 58, "y": 1 }, { "x": 59, "y": 1 }, { "x": 60, "y": 1 }, { "x": 61, "y": 1 }, { "x": 62, "y": 1 }, { "x": 63, "y": 1 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 } ] }, { "id": 122, "curve_id": "W3.19", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Transmission tower-line system: 60 degree wind attack; 31.5m tall; steel made-members", "source_type": "Peer-reviewed", "source_abbrev": "Xue et al. (2020)", "source_detail": "Xue, J., Mohammadi, F., Li, X., Sahraei-Ardakani, M., Ou, G., and Pu, Z.: Impact of transmission tower-line interaction to the bulk power system during hurricane, in: Reliability Engineering and System Safety, https://doi.org/10.1016/j.ress.2020.107079, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 3.2284564135757945, "sigma": 0.11337070961450116, "method": "Curve fitting", "mu_sigma_quality": 0.998757538184931, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.228, σ=0.113, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0.006 }, { "x": 17, "y": 0.013 }, { "x": 18, "y": 0.03 }, { "x": 19, "y": 0.056 }, { "x": 20, "y": 0.081 }, { "x": 21, "y": 0.11 }, { "x": 22, "y": 0.139 }, { "x": 23, "y": 0.202 }, { "x": 24, "y": 0.307 }, { "x": 25, "y": 0.403 }, { "x": 26, "y": 0.596 }, { "x": 27, "y": 0.747 }, { "x": 28, "y": 0.844 }, { "x": 29, "y": 0.927 }, { "x": 30, "y": 0.951 }, { "x": 31, "y": 0.962 }, { "x": 32, "y": 0.969 }, { "x": 33, "y": 0.976 }, { "x": 34, "y": 0.986 }, { "x": 35, "y": 0.996 }, { "x": 36, "y": 1 }, { "x": 37, "y": 1 }, { "x": 38, "y": 1 }, { "x": 39, "y": 1 }, { "x": 40, "y": 1 }, { "x": 41, "y": 1 }, { "x": 42, "y": 1 }, { "x": 43, "y": 1 }, { "x": 44, "y": 1 }, { "x": 45, "y": 1 }, { "x": 46, "y": 1 }, { "x": 47, "y": 1 }, { "x": 48, "y": 1 }, { "x": 49, "y": 1 }, { "x": 50, "y": 1 }, { "x": 51, "y": 1 }, { "x": 52, "y": 1 }, { "x": 53, "y": 1 }, { "x": 54, "y": 1 }, { "x": 55, "y": 1 }, { "x": 56, "y": 1 }, { "x": 57, "y": 1 }, { "x": 58, "y": 1 }, { "x": 59, "y": 1 }, { "x": 60, "y": 1 }, { "x": 61, "y": 1 }, { "x": 62, "y": 1 }, { "x": 63, "y": 1 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 } ] }, { "id": 123, "curve_id": "W3.20", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Transmission tower-line system: 90 degree wind attack; 31.5m tall; steel made-members", "source_type": "Peer-reviewed", "source_abbrev": "Xue et al. (2020)", "source_detail": "Xue, J., Mohammadi, F., Li, X., Sahraei-Ardakani, M., Ou, G., and Pu, Z.: Impact of transmission tower-line interaction to the bulk power system during hurricane, in: Reliability Engineering and System Safety, https://doi.org/10.1016/j.ress.2020.107079, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 2.8937514412241563, "sigma": 0.18642995542377772, "method": "Curve fitting", "mu_sigma_quality": 0.99867562001221311, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.894, σ=0.186, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0.012 }, { "x": 10, "y": 0.025 }, { "x": 11, "y": 0.047 }, { "x": 12, "y": 0.071 }, { "x": 13, "y": 0.098 }, { "x": 14, "y": 0.129 }, { "x": 15, "y": 0.16 }, { "x": 16, "y": 0.219 }, { "x": 17, "y": 0.347 }, { "x": 18, "y": 0.475 }, { "x": 19, "y": 0.613 }, { "x": 20, "y": 0.701 }, { "x": 21, "y": 0.823 }, { "x": 22, "y": 0.878 }, { "x": 23, "y": 0.911 }, { "x": 24, "y": 0.934 }, { "x": 25, "y": 0.953 }, { "x": 26, "y": 0.972 }, { "x": 27, "y": 0.982 }, { "x": 28, "y": 0.991 }, { "x": 29, "y": 1 }, { "x": 30, "y": 1 }, { "x": 31, "y": 1 }, { "x": 32, "y": 1 }, { "x": 33, "y": 1 }, { "x": 34, "y": 1 }, { "x": 35, "y": 1 }, { "x": 36, "y": 1 }, { "x": 37, "y": 1 }, { "x": 38, "y": 1 }, { "x": 39, "y": 1 }, { "x": 40, "y": 1 }, { "x": 41, "y": 1 }, { "x": 42, "y": 1 }, { "x": 43, "y": 1 }, { "x": 44, "y": 1 }, { "x": 45, "y": 1 }, { "x": 46, "y": 1 }, { "x": 47, "y": 1 }, { "x": 48, "y": 1 }, { "x": 49, "y": 1 }, { "x": 50, "y": 1 }, { "x": 51, "y": 1 }, { "x": 52, "y": 1 }, { "x": 53, "y": 1 }, { "x": 54, "y": 1 }, { "x": 55, "y": 1 }, { "x": 56, "y": 1 }, { "x": 57, "y": 1 }, { "x": 58, "y": 1 }, { "x": 59, "y": 1 }, { "x": 60, "y": 1 }, { "x": 61, "y": 1 }, { "x": 62, "y": 1 }, { "x": 63, "y": 1 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 } ] }, { "id": 124, "curve_id": "W3.21", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Stand-alone tower: 0 degree; 31.5m tall; steel made-members", "source_type": "Peer-reviewed", "source_abbrev": "Xue et al. (2020)", "source_detail": "Xue, J., Mohammadi, F., Li, X., Sahraei-Ardakani, M., Ou, G., and Pu, Z.: Impact of transmission tower-line interaction to the bulk power system during hurricane, in: Reliability Engineering and System Safety, https://doi.org/10.1016/j.ress.2020.107079, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 4.0166021664596272, "sigma": 0.0554298925557839, "method": "Curve fitting", "mu_sigma_quality": 0.99933847311667956, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.017, σ=0.055, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0.01 }, { "x": 47, "y": 0.024 }, { "x": 48, "y": 0.038 }, { "x": 49, "y": 0.053 }, { "x": 50, "y": 0.069 }, { "x": 51, "y": 0.099 }, { "x": 52, "y": 0.135 }, { "x": 53, "y": 0.172 }, { "x": 54, "y": 0.298 }, { "x": 55, "y": 0.409 }, { "x": 56, "y": 0.554 }, { "x": 57, "y": 0.691 }, { "x": 58, "y": 0.804 }, { "x": 59, "y": 0.889 }, { "x": 60, "y": 0.932 }, { "x": 61, "y": 0.949 }, { "x": 62, "y": 0.964 }, { "x": 63, "y": 0.973 }, { "x": 64, "y": 0.983 }, { "x": 65, "y": 0.989 }, { "x": 66, "y": 0.992 }, { "x": 67, "y": 0.995 }, { "x": 68, "y": 0.998 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 } ] }, { "id": 125, "curve_id": "W3.22", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Stand-alone tower:: 30 degree wind attack; 31.5m tall; steel made-members", "source_type": "Peer-reviewed", "source_abbrev": "Xue et al. (2020)", "source_detail": "Xue, J., Mohammadi, F., Li, X., Sahraei-Ardakani, M., Ou, G., and Pu, Z.: Impact of transmission tower-line interaction to the bulk power system during hurricane, in: Reliability Engineering and System Safety, https://doi.org/10.1016/j.ress.2020.107079, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 4.0063221539024649, "sigma": 0.058193774771734756, "method": "Curve fitting", "mu_sigma_quality": 0.99887910392089407, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.006, σ=0.058, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0.013 }, { "x": 47, "y": 0.031 }, { "x": 48, "y": 0.051 }, { "x": 49, "y": 0.078 }, { "x": 50, "y": 0.108 }, { "x": 51, "y": 0.142 }, { "x": 52, "y": 0.179 }, { "x": 53, "y": 0.233 }, { "x": 54, "y": 0.344 }, { "x": 55, "y": 0.485 }, { "x": 56, "y": 0.603 }, { "x": 57, "y": 0.765 }, { "x": 58, "y": 0.861 }, { "x": 59, "y": 0.915 }, { "x": 60, "y": 0.947 }, { "x": 61, "y": 0.966 }, { "x": 62, "y": 0.975 }, { "x": 63, "y": 0.981 }, { "x": 64, "y": 0.988 }, { "x": 65, "y": 0.994 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 } ] }, { "id": 126, "curve_id": "W3.23", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Stand-alone tower:: 45 degree wind attack; 31.5m tall; steel made-members", "source_type": "Peer-reviewed", "source_abbrev": "Xue et al. (2020)", "source_detail": "Xue, J., Mohammadi, F., Li, X., Sahraei-Ardakani, M., Ou, G., and Pu, Z.: Impact of transmission tower-line interaction to the bulk power system during hurricane, in: Reliability Engineering and System Safety, https://doi.org/10.1016/j.ress.2020.107079, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 4.0309363958135682, "sigma": 0.0515481008728056, "method": "Curve fitting", "mu_sigma_quality": 0.99925258449019283, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.031, σ=0.052, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0.017 }, { "x": 48, "y": 0.023 }, { "x": 49, "y": 0.028 }, { "x": 50, "y": 0.037 }, { "x": 51, "y": 0.054 }, { "x": 52, "y": 0.073 }, { "x": 53, "y": 0.112 }, { "x": 54, "y": 0.188 }, { "x": 55, "y": 0.288 }, { "x": 56, "y": 0.46 }, { "x": 57, "y": 0.612 }, { "x": 58, "y": 0.753 }, { "x": 59, "y": 0.834 }, { "x": 60, "y": 0.883 }, { "x": 61, "y": 0.909 }, { "x": 62, "y": 0.929 }, { "x": 63, "y": 0.951 }, { "x": 64, "y": 0.97 }, { "x": 65, "y": 0.982 }, { "x": 66, "y": 0.994 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 } ] }, { "id": 127, "curve_id": "W3.24", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Stand-alone tower: 60 degree wind attack; 31.5m tall; steel made-members", "source_type": "Peer-reviewed", "source_abbrev": "Xue et al. (2020)", "source_detail": "Xue, J., Mohammadi, F., Li, X., Sahraei-Ardakani, M., Ou, G., and Pu, Z.: Impact of transmission tower-line interaction to the bulk power system during hurricane, in: Reliability Engineering and System Safety, https://doi.org/10.1016/j.ress.2020.107079, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 4.08745313072904, "sigma": 0.0670264976532339, "method": "Curve fitting", "mu_sigma_quality": 0.99945811975572352, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.087, σ=0.067, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0.002 }, { "x": 48, "y": 0.005 }, { "x": 49, "y": 0.006 }, { "x": 50, "y": 0.008 }, { "x": 51, "y": 0.013 }, { "x": 52, "y": 0.019 }, { "x": 53, "y": 0.037 }, { "x": 54, "y": 0.06 }, { "x": 55, "y": 0.116 }, { "x": 56, "y": 0.186 }, { "x": 57, "y": 0.272 }, { "x": 58, "y": 0.367 }, { "x": 59, "y": 0.447 }, { "x": 60, "y": 0.526 }, { "x": 61, "y": 0.61 }, { "x": 62, "y": 0.695 }, { "x": 63, "y": 0.776 }, { "x": 64, "y": 0.857 }, { "x": 65, "y": 0.929 }, { "x": 66, "y": 0.97 }, { "x": 67, "y": 0.994 }, { "x": 68, "y": 0.999 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 } ] }, { "id": 128, "curve_id": "W3.25", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Stand-alone tower: 90 degree wind attack; 31.5m tall; steel made-members", "source_type": "Peer-reviewed", "source_abbrev": "Xue et al. (2020)", "source_detail": "Xue, J., Mohammadi, F., Li, X., Sahraei-Ardakani, M., Ou, G., and Pu, Z.: Impact of transmission tower-line interaction to the bulk power system during hurricane, in: Reliability Engineering and System Safety, https://doi.org/10.1016/j.ress.2020.107079, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 4.1700273908445444, "sigma": 0.059997159380626275, "method": "Curve fitting", "mu_sigma_quality": 0.99888333282781816, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.170, σ=0.060, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0.001 }, { "x": 49, "y": 0.004 }, { "x": 50, "y": 0.007 }, { "x": 51, "y": 0.01 }, { "x": 52, "y": 0.014 }, { "x": 53, "y": 0.018 }, { "x": 54, "y": 0.022 }, { "x": 55, "y": 0.027 }, { "x": 56, "y": 0.033 }, { "x": 57, "y": 0.039 }, { "x": 58, "y": 0.049 }, { "x": 59, "y": 0.061 }, { "x": 60, "y": 0.074 }, { "x": 61, "y": 0.129 }, { "x": 62, "y": 0.214 }, { "x": 63, "y": 0.324 }, { "x": 64, "y": 0.436 }, { "x": 65, "y": 0.559 }, { "x": 66, "y": 0.664 }, { "x": 67, "y": 0.737 }, { "x": 68, "y": 0.793 }, { "x": 69, "y": 0.837 }, { "x": 70, "y": 0.873 }, { "x": 71, "y": 0.904 }, { "x": 72, "y": 0.937 }, { "x": 73, "y": 0.973 }, { "x": 74, "y": 0.991 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 } ] }, { "id": 129, "curve_id": "W3.26", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Horizontal span 150 m; 0 degree wind attack angle; 220 kV double-circuit ", "source_type": "Peer-reviewed", "source_abbrev": "Cai et al. (2019)", "source_detail": "Cai, Y., Xie, Q., Xue, S., Hu, L., and Kareem, A.: Fragility modelling framework for transmission line towers under winds, Engineering Structures, 191, 686–697, https://doi.org/10.1016/j.engstruct.2019.04.096, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 4.1854998688072031, "sigma": 0.015544586969585147, "method": "Curve fitting", "mu_sigma_quality": 0.99994700932544067, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.185, σ=0.016, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 97, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0 }, { "x": 51, "y": 0 }, { "x": 52, "y": 0 }, { "x": 53, "y": 0 }, { "x": 54, "y": 0 }, { "x": 55, "y": 0 }, { "x": 56, "y": 0 }, { "x": 57, "y": 0 }, { "x": 58, "y": 0.0005 }, { "x": 59, "y": 0.0013 }, { "x": 60, "y": 0.0024 }, { "x": 61, "y": 0.0038 }, { "x": 62, "y": 0.0054 }, { "x": 63, "y": 0.0096 }, { "x": 64, "y": 0.0269 }, { "x": 65, "y": 0.2531 }, { "x": 66, "y": 0.5914 }, { "x": 67, "y": 0.9017 }, { "x": 68, "y": 0.988 }, { "x": 69, "y": 0.9955 }, { "x": 70, "y": 0.9977 }, { "x": 71, "y": 0.9977 }, { "x": 72, "y": 0.9977 }, { "x": 73, "y": 0.9977 }, { "x": 74, "y": 0.9977 }, { "x": 75, "y": 0.9977 }, { "x": 76, "y": 0.9977 }, { "x": 77, "y": 0.9977 }, { "x": 78, "y": 0.9977 }, { "x": 79, "y": 0.9977 }, { "x": 80, "y": 0.9977 }, { "x": 81, "y": 0.9977 }, { "x": 82, "y": 0.9977 }, { "x": 83, "y": 0.9977 }, { "x": 84, "y": 0.9977 }, { "x": 85, "y": 0.9977 }, { "x": 86, "y": 0.9977 }, { "x": 87, "y": 0.9977 }, { "x": 88, "y": 0.9977 }, { "x": 89, "y": 0.9977 }, { "x": 90, "y": 0.9977 }, { "x": 91, "y": 0.9977 }, { "x": 92, "y": 0.9977 }, { "x": 93, "y": 0.9977 }, { "x": 94, "y": 0.9977 }, { "x": 95, "y": 0.9977 }, { "x": 96, "y": 0.9977 } ] }, { "id": 130, "curve_id": "W3.27", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Horizontal span 150 m; 15 degree wind attack angle; 220 kV double-circuit ", "source_type": "Peer-reviewed", "source_abbrev": "Cai et al. (2019)", "source_detail": "Cai, Y., Xie, Q., Xue, S., Hu, L., and Kareem, A.: Fragility modelling framework for transmission line towers under winds, Engineering Structures, 191, 686–697, https://doi.org/10.1016/j.engstruct.2019.04.096, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 4.1821076740656444, "sigma": 0.015951404442952732, "method": "Curve fitting", "mu_sigma_quality": 0.9998274369434772, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.182, σ=0.016, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 97, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0 }, { "x": 51, "y": 0 }, { "x": 52, "y": 0 }, { "x": 53, "y": 0 }, { "x": 54, "y": 0 }, { "x": 55, "y": 0.0001 }, { "x": 56, "y": 0.0003 }, { "x": 57, "y": 0.0004 }, { "x": 58, "y": 0.0006 }, { "x": 59, "y": 0.0009 }, { "x": 60, "y": 0.0017 }, { "x": 61, "y": 0.0028 }, { "x": 62, "y": 0.0047 }, { "x": 63, "y": 0.0105 }, { "x": 64, "y": 0.0324 }, { "x": 65, "y": 0.3423 }, { "x": 66, "y": 0.6724 }, { "x": 67, "y": 0.9141 }, { "x": 68, "y": 0.992 }, { "x": 69, "y": 0.9939 }, { "x": 70, "y": 0.9944 }, { "x": 71, "y": 0.9944 }, { "x": 72, "y": 0.9944 }, { "x": 73, "y": 0.9944 }, { "x": 74, "y": 0.9944 }, { "x": 75, "y": 0.9944 }, { "x": 76, "y": 0.9944 }, { "x": 77, "y": 0.9944 }, { "x": 78, "y": 0.9944 }, { "x": 79, "y": 0.9944 }, { "x": 80, "y": 0.9944 }, { "x": 81, "y": 0.9944 }, { "x": 82, "y": 0.9944 }, { "x": 83, "y": 0.9944 }, { "x": 84, "y": 0.9944 }, { "x": 85, "y": 0.9944 }, { "x": 86, "y": 0.9944 }, { "x": 87, "y": 0.9944 }, { "x": 88, "y": 0.9944 }, { "x": 89, "y": 0.9944 }, { "x": 90, "y": 0.9944 }, { "x": 91, "y": 0.9944 }, { "x": 92, "y": 0.9944 }, { "x": 93, "y": 0.9944 }, { "x": 94, "y": 0.9944 }, { "x": 95, "y": 0.9944 }, { "x": 96, "y": 0.9944 } ] }, { "id": 131, "curve_id": "W3.28", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Horizontal span 150 m; 30 degree wind attack angle; 220 kV double-circuit ", "source_type": "Peer-reviewed", "source_abbrev": "Cai et al. (2019)", "source_detail": "Cai, Y., Xie, Q., Xue, S., Hu, L., and Kareem, A.: Fragility modelling framework for transmission line towers under winds, Engineering Structures, 191, 686–697, https://doi.org/10.1016/j.engstruct.2019.04.096, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 4.2290196824639956, "sigma": 0.017053007519611616, "method": "Curve fitting", "mu_sigma_quality": 0.99985203251179577, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.229, σ=0.017, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 95, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0.0001 }, { "x": 51, "y": 0.0002 }, { "x": 52, "y": 0.0002 }, { "x": 53, "y": 0.0003 }, { "x": 54, "y": 0.0004 }, { "x": 55, "y": 0.0005 }, { "x": 56, "y": 0.0006 }, { "x": 57, "y": 0.0008 }, { "x": 58, "y": 0.0009 }, { "x": 59, "y": 0.0011 }, { "x": 60, "y": 0.0012 }, { "x": 61, "y": 0.0014 }, { "x": 62, "y": 0.0016 }, { "x": 63, "y": 0.0018 }, { "x": 64, "y": 0.0025 }, { "x": 65, "y": 0.0057 }, { "x": 66, "y": 0.0128 }, { "x": 67, "y": 0.0783 }, { "x": 68, "y": 0.3075 }, { "x": 69, "y": 0.5826 }, { "x": 70, "y": 0.9003 }, { "x": 71, "y": 0.9908 }, { "x": 72, "y": 0.9957 }, { "x": 73, "y": 0.9966 }, { "x": 74, "y": 0.9968 }, { "x": 75, "y": 0.997 }, { "x": 76, "y": 0.9972 }, { "x": 77, "y": 0.9974 }, { "x": 78, "y": 0.9976 }, { "x": 79, "y": 0.9977 }, { "x": 80, "y": 0.9979 }, { "x": 81, "y": 0.998 }, { "x": 82, "y": 0.9981 }, { "x": 83, "y": 0.9982 }, { "x": 84, "y": 0.9983 }, { "x": 85, "y": 0.9983 }, { "x": 86, "y": 0.9984 }, { "x": 87, "y": 0.9984 }, { "x": 88, "y": 0.9985 }, { "x": 89, "y": 0.9985 }, { "x": 90, "y": 0.9985 }, { "x": 91, "y": 0.9986 }, { "x": 92, "y": 0.9986 }, { "x": 93, "y": 0.9986 }, { "x": 94, "y": 0.9986 } ] }, { "id": 132, "curve_id": "W3.29", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Horizontal span 150 m; 45 degree wind attack angle; 220 kV double-circuit ", "source_type": "Peer-reviewed", "source_abbrev": "Cai et al. (2019)", "source_detail": "Cai, Y., Xie, Q., Xue, S., Hu, L., and Kareem, A.: Fragility modelling framework for transmission line towers under winds, Engineering Structures, 191, 686–697, https://doi.org/10.1016/j.engstruct.2019.04.096, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 4.31721625977636, "sigma": 0.016528825174795928, "method": "Curve fitting", "mu_sigma_quality": 0.9999517319893646, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.317, σ=0.017, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 105, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0 }, { "x": 51, "y": 0 }, { "x": 52, "y": 0 }, { "x": 53, "y": 0 }, { "x": 54, "y": 0 }, { "x": 55, "y": 0 }, { "x": 56, "y": 0 }, { "x": 57, "y": 0 }, { "x": 58, "y": 0 }, { "x": 59, "y": 0 }, { "x": 60, "y": 0 }, { "x": 61, "y": 0 }, { "x": 62, "y": 0 }, { "x": 63, "y": 0 }, { "x": 64, "y": 0 }, { "x": 65, "y": 0.0003 }, { "x": 66, "y": 0.0007 }, { "x": 67, "y": 0.0012 }, { "x": 68, "y": 0.0017 }, { "x": 69, "y": 0.0022 }, { "x": 70, "y": 0.0027 }, { "x": 71, "y": 0.0039 }, { "x": 72, "y": 0.0069 }, { "x": 73, "y": 0.0445 }, { "x": 74, "y": 0.2054 }, { "x": 75, "y": 0.523 }, { "x": 76, "y": 0.7832 }, { "x": 77, "y": 0.9418 }, { "x": 78, "y": 0.9887 }, { "x": 79, "y": 0.9943 }, { "x": 80, "y": 0.996 }, { "x": 81, "y": 0.996 }, { "x": 82, "y": 0.996 }, { "x": 83, "y": 0.996 }, { "x": 84, "y": 0.996 }, { "x": 85, "y": 0.996 }, { "x": 86, "y": 0.996 }, { "x": 87, "y": 0.996 }, { "x": 88, "y": 0.996 }, { "x": 89, "y": 0.996 }, { "x": 90, "y": 0.996 }, { "x": 91, "y": 0.996 }, { "x": 92, "y": 0.996 }, { "x": 93, "y": 0.996 }, { "x": 94, "y": 0.996 }, { "x": 95, "y": 0.996 }, { "x": 96, "y": 0.996 }, { "x": 97, "y": 0.996 }, { "x": 98, "y": 0.996 }, { "x": 99, "y": 0.996 }, { "x": 100, "y": 0.996 }, { "x": 101, "y": 0.996 }, { "x": 102, "y": 0.996 }, { "x": 103, "y": 0.996 }, { "x": 104, "y": 0.996 } ] }, { "id": 133, "curve_id": "W3.30", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Horizontal span 150 m; 60 degree wind attack angle; 220 kV double-circuit ", "source_type": "Peer-reviewed", "source_abbrev": "Cai et al. (2019)", "source_detail": "Cai, Y., Xie, Q., Xue, S., Hu, L., and Kareem, A.: Fragility modelling framework for transmission line towers under winds, Engineering Structures, 191, 686–697, https://doi.org/10.1016/j.engstruct.2019.04.096, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 4.47309015613164, "sigma": 0.0143727310396131, "method": "Curve fitting", "mu_sigma_quality": 0.99981604019680315, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.473, σ=0.014, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 107, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0 }, { "x": 51, "y": 0 }, { "x": 52, "y": 0 }, { "x": 53, "y": 0 }, { "x": 54, "y": 0 }, { "x": 55, "y": 0 }, { "x": 56, "y": 0 }, { "x": 57, "y": 0 }, { "x": 58, "y": 0 }, { "x": 59, "y": 0 }, { "x": 60, "y": 0 }, { "x": 61, "y": 0 }, { "x": 62, "y": 0 }, { "x": 63, "y": 0 }, { "x": 64, "y": 0 }, { "x": 65, "y": 0 }, { "x": 66, "y": 0 }, { "x": 67, "y": 0 }, { "x": 68, "y": 0 }, { "x": 69, "y": 0 }, { "x": 70, "y": 0 }, { "x": 71, "y": 0 }, { "x": 72, "y": 0 }, { "x": 73, "y": 0 }, { "x": 74, "y": 0 }, { "x": 75, "y": 0 }, { "x": 76, "y": 0 }, { "x": 77, "y": 0 }, { "x": 78, "y": 0 }, { "x": 79, "y": 0.0001 }, { "x": 80, "y": 0.0003 }, { "x": 81, "y": 0.0005 }, { "x": 82, "y": 0.0014 }, { "x": 83, "y": 0.0047 }, { "x": 84, "y": 0.0104 }, { "x": 85, "y": 0.0268 }, { "x": 86, "y": 0.1055 }, { "x": 87, "y": 0.2807 }, { "x": 88, "y": 0.6473 }, { "x": 89, "y": 0.8469 }, { "x": 90, "y": 0.9527 }, { "x": 91, "y": 0.9954 }, { "x": 92, "y": 0.996 }, { "x": 93, "y": 0.996 }, { "x": 94, "y": 0.996 }, { "x": 95, "y": 0.996 }, { "x": 96, "y": 0.996 }, { "x": 97, "y": 0.996 }, { "x": 98, "y": 0.996 }, { "x": 99, "y": 0.996 }, { "x": 100, "y": 0.996 }, { "x": 101, "y": 0.996 }, { "x": 102, "y": 0.996 }, { "x": 103, "y": 0.996 }, { "x": 104, "y": 0.996 }, { "x": 105, "y": 0.996 }, { "x": 106, "y": 0.996 } ] }, { "id": 134, "curve_id": "W3.31", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Horizontal span 150 m; 75 degree wind attack angle; 220 kV double-circuit ", "source_type": "Peer-reviewed", "source_abbrev": "Cai et al. (2019)", "source_detail": "Cai, Y., Xie, Q., Xue, S., Hu, L., and Kareem, A.: Fragility modelling framework for transmission line towers under winds, Engineering Structures, 191, 686–697, https://doi.org/10.1016/j.engstruct.2019.04.096, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 4.6899543333467957, "sigma": 0.014595015611124423, "method": "Curve fitting", "mu_sigma_quality": 0.9999581622914463, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.690, σ=0.015, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 127, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0 }, { "x": 51, "y": 0 }, { "x": 52, "y": 0 }, { "x": 53, "y": 0 }, { "x": 54, "y": 0 }, { "x": 55, "y": 0 }, { "x": 56, "y": 0 }, { "x": 57, "y": 0 }, { "x": 58, "y": 0 }, { "x": 59, "y": 0 }, { "x": 60, "y": 0 }, { "x": 61, "y": 0 }, { "x": 62, "y": 0 }, { "x": 63, "y": 0 }, { "x": 64, "y": 0 }, { "x": 65, "y": 0 }, { "x": 66, "y": 0 }, { "x": 67, "y": 0 }, { "x": 68, "y": 0 }, { "x": 69, "y": 0 }, { "x": 70, "y": 0 }, { "x": 71, "y": 0 }, { "x": 72, "y": 0 }, { "x": 73, "y": 0 }, { "x": 74, "y": 0 }, { "x": 75, "y": 0 }, { "x": 76, "y": 0 }, { "x": 77, "y": 0 }, { "x": 78, "y": 0 }, { "x": 79, "y": 0 }, { "x": 80, "y": 0 }, { "x": 81, "y": 0 }, { "x": 82, "y": 0 }, { "x": 83, "y": 0 }, { "x": 84, "y": 0 }, { "x": 85, "y": 0 }, { "x": 86, "y": 0 }, { "x": 87, "y": 0 }, { "x": 88, "y": 0 }, { "x": 89, "y": 0 }, { "x": 90, "y": 0 }, { "x": 91, "y": 0 }, { "x": 92, "y": 0 }, { "x": 93, "y": 0 }, { "x": 94, "y": 0 }, { "x": 95, "y": 0.0002 }, { "x": 96, "y": 0.0006 }, { "x": 97, "y": 0.001 }, { "x": 98, "y": 0.0015 }, { "x": 99, "y": 0.002 }, { "x": 100, "y": 0.0025 }, { "x": 101, "y": 0.0032 }, { "x": 102, "y": 0.0038 }, { "x": 103, "y": 0.0046 }, { "x": 104, "y": 0.0067 }, { "x": 105, "y": 0.0137 }, { "x": 106, "y": 0.0385 }, { "x": 107, "y": 0.1236 }, { "x": 108, "y": 0.2849 }, { "x": 109, "y": 0.5473 }, { "x": 110, "y": 0.7612 }, { "x": 111, "y": 0.9111 }, { "x": 112, "y": 0.9742 }, { "x": 113, "y": 0.9928 }, { "x": 114, "y": 0.996 }, { "x": 115, "y": 0.996 }, { "x": 116, "y": 0.996 }, { "x": 117, "y": 0.996 }, { "x": 118, "y": 0.996 }, { "x": 119, "y": 0.996 }, { "x": 120, "y": 0.996 }, { "x": 121, "y": 0.996 }, { "x": 122, "y": 0.996 }, { "x": 123, "y": 0.996 }, { "x": 124, "y": 0.996 }, { "x": 125, "y": 0.996 }, { "x": 126, "y": 0.996 } ] }, { "id": 135, "curve_id": "W3.32", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Horizontal span 275 m; 0 degree wind attack angle; 220 kV double-circuit ", "source_type": "Peer-reviewed", "source_abbrev": "Cai et al. (2019)", "source_detail": "Cai, Y., Xie, Q., Xue, S., Hu, L., and Kareem, A.: Fragility modelling framework for transmission line towers under winds, Engineering Structures, 191, 686–697, https://doi.org/10.1016/j.engstruct.2019.04.096, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 3.9248692218808912, "sigma": 0.0129415128189106, "method": "Curve fitting", "mu_sigma_quality": 0.99995827572214957, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.925, σ=0.013, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 97, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0.0004 }, { "x": 47, "y": 0.0026 }, { "x": 48, "y": 0.0066 }, { "x": 49, "y": 0.0213 }, { "x": 50, "y": 0.1555 }, { "x": 51, "y": 0.7094 }, { "x": 52, "y": 0.9651 }, { "x": 53, "y": 0.9893 }, { "x": 54, "y": 0.9948 }, { "x": 55, "y": 0.9953 }, { "x": 56, "y": 0.9957 }, { "x": 57, "y": 0.9961 }, { "x": 58, "y": 0.9964 }, { "x": 59, "y": 0.9967 }, { "x": 60, "y": 0.9969 }, { "x": 61, "y": 0.9971 }, { "x": 62, "y": 0.9973 }, { "x": 63, "y": 0.9974 }, { "x": 64, "y": 0.9975 }, { "x": 65, "y": 0.9976 }, { "x": 66, "y": 0.9977 }, { "x": 67, "y": 0.9977 }, { "x": 68, "y": 0.9977 }, { "x": 69, "y": 0.9977 }, { "x": 70, "y": 0.9977 }, { "x": 71, "y": 0.9977 }, { "x": 72, "y": 0.9977 }, { "x": 73, "y": 0.9977 }, { "x": 74, "y": 0.9977 }, { "x": 75, "y": 0.9977 }, { "x": 76, "y": 0.9977 }, { "x": 77, "y": 0.9977 }, { "x": 78, "y": 0.9977 }, { "x": 79, "y": 0.9977 }, { "x": 80, "y": 0.9977 }, { "x": 81, "y": 0.9977 }, { "x": 82, "y": 0.9977 }, { "x": 83, "y": 0.9977 }, { "x": 84, "y": 0.9977 }, { "x": 85, "y": 0.9977 }, { "x": 86, "y": 0.9977 }, { "x": 87, "y": 0.9977 }, { "x": 88, "y": 0.9977 }, { "x": 89, "y": 0.9977 }, { "x": 90, "y": 0.9977 }, { "x": 91, "y": 0.9977 }, { "x": 92, "y": 0.9977 }, { "x": 93, "y": 0.9977 }, { "x": 94, "y": 0.9977 }, { "x": 95, "y": 0.9977 }, { "x": 96, "y": 0.9977 } ] }, { "id": 136, "curve_id": "W3.33", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Horizontal span 275 m; 15 degree wind attack angle; 220 kV double-circuit ", "source_type": "Peer-reviewed", "source_abbrev": "Cai et al. (2019)", "source_detail": "Cai, Y., Xie, Q., Xue, S., Hu, L., and Kareem, A.: Fragility modelling framework for transmission line towers under winds, Engineering Structures, 191, 686–697, https://doi.org/10.1016/j.engstruct.2019.04.096, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 3.9420971850231092, "sigma": 0.014960651366939321, "method": "Curve fitting", "mu_sigma_quality": 0.99993324941459194, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.942, σ=0.015, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 97, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0.0001 }, { "x": 43, "y": 0.0004 }, { "x": 44, "y": 0.0008 }, { "x": 45, "y": 0.0012 }, { "x": 46, "y": 0.0017 }, { "x": 47, "y": 0.0022 }, { "x": 48, "y": 0.0037 }, { "x": 49, "y": 0.0081 }, { "x": 50, "y": 0.0215 }, { "x": 51, "y": 0.2483 }, { "x": 52, "y": 0.7256 }, { "x": 53, "y": 0.9802 }, { "x": 54, "y": 0.9937 }, { "x": 55, "y": 0.9944 }, { "x": 56, "y": 0.9944 }, { "x": 57, "y": 0.9944 }, { "x": 58, "y": 0.9944 }, { "x": 59, "y": 0.9944 }, { "x": 60, "y": 0.9944 }, { "x": 61, "y": 0.9944 }, { "x": 62, "y": 0.9944 }, { "x": 63, "y": 0.9944 }, { "x": 64, "y": 0.9944 }, { "x": 65, "y": 0.9944 }, { "x": 66, "y": 0.9944 }, { "x": 67, "y": 0.9944 }, { "x": 68, "y": 0.9944 }, { "x": 69, "y": 0.9944 }, { "x": 70, "y": 0.9944 }, { "x": 71, "y": 0.9944 }, { "x": 72, "y": 0.9944 }, { "x": 73, "y": 0.9944 }, { "x": 74, "y": 0.9944 }, { "x": 75, "y": 0.9944 }, { "x": 76, "y": 0.9944 }, { "x": 77, "y": 0.9944 }, { "x": 78, "y": 0.9944 }, { "x": 79, "y": 0.9944 }, { "x": 80, "y": 0.9944 }, { "x": 81, "y": 0.9944 }, { "x": 82, "y": 0.9944 }, { "x": 83, "y": 0.9944 }, { "x": 84, "y": 0.9944 }, { "x": 85, "y": 0.9944 }, { "x": 86, "y": 0.9944 }, { "x": 87, "y": 0.9944 }, { "x": 88, "y": 0.9944 }, { "x": 89, "y": 0.9944 }, { "x": 90, "y": 0.9944 }, { "x": 91, "y": 0.9944 }, { "x": 92, "y": 0.9944 }, { "x": 93, "y": 0.9944 }, { "x": 94, "y": 0.9944 }, { "x": 95, "y": 0.9944 }, { "x": 96, "y": 0.9944 } ] }, { "id": 137, "curve_id": "W3.34", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Horizontal span 275 m; 30 degree wind attack angle; 220 kV double-circuit ", "source_type": "Peer-reviewed", "source_abbrev": "Cai et al. (2019)", "source_detail": "Cai, Y., Xie, Q., Xue, S., Hu, L., and Kareem, A.: Fragility modelling framework for transmission line towers under winds, Engineering Structures, 191, 686–697, https://doi.org/10.1016/j.engstruct.2019.04.096, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 4.007825179957119, "sigma": 0.014501738096335627, "method": "Curve fitting", "mu_sigma_quality": 0.99996406898681944, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.008, σ=0.015, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 95, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0.0001 }, { "x": 43, "y": 0.0002 }, { "x": 44, "y": 0.0003 }, { "x": 45, "y": 0.0005 }, { "x": 46, "y": 0.0007 }, { "x": 47, "y": 0.001 }, { "x": 48, "y": 0.0013 }, { "x": 49, "y": 0.0016 }, { "x": 50, "y": 0.0021 }, { "x": 51, "y": 0.0044 }, { "x": 52, "y": 0.0078 }, { "x": 53, "y": 0.0162 }, { "x": 54, "y": 0.1052 }, { "x": 55, "y": 0.4782 }, { "x": 56, "y": 0.8952 }, { "x": 57, "y": 0.9955 }, { "x": 58, "y": 0.9965 }, { "x": 59, "y": 0.9965 }, { "x": 60, "y": 0.9965 }, { "x": 61, "y": 0.9965 }, { "x": 62, "y": 0.9965 }, { "x": 63, "y": 0.9965 }, { "x": 64, "y": 0.9965 }, { "x": 65, "y": 0.9965 }, { "x": 66, "y": 0.9965 }, { "x": 67, "y": 0.9965 }, { "x": 68, "y": 0.9965 }, { "x": 69, "y": 0.9965 }, { "x": 70, "y": 0.9965 }, { "x": 71, "y": 0.9965 }, { "x": 72, "y": 0.9965 }, { "x": 73, "y": 0.9965 }, { "x": 74, "y": 0.9965 }, { "x": 75, "y": 0.9965 }, { "x": 76, "y": 0.9965 }, { "x": 77, "y": 0.9966 }, { "x": 78, "y": 0.9966 }, { "x": 79, "y": 0.9967 }, { "x": 80, "y": 0.9968 }, { "x": 81, "y": 0.9969 }, { "x": 82, "y": 0.9969 }, { "x": 83, "y": 0.997 }, { "x": 84, "y": 0.9971 }, { "x": 85, "y": 0.9972 }, { "x": 86, "y": 0.9974 }, { "x": 87, "y": 0.9975 }, { "x": 88, "y": 0.9976 }, { "x": 89, "y": 0.9977 }, { "x": 90, "y": 0.9979 }, { "x": 91, "y": 0.998 }, { "x": 92, "y": 0.9982 }, { "x": 93, "y": 0.9983 }, { "x": 94, "y": 0.9985 } ] }, { "id": 138, "curve_id": "W3.35", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Horizontal span 275 m; 45 degree wind attack angle; 220 kV double-circuit ", "source_type": "Peer-reviewed", "source_abbrev": "Cai et al. (2019)", "source_detail": "Cai, Y., Xie, Q., Xue, S., Hu, L., and Kareem, A.: Fragility modelling framework for transmission line towers under winds, Engineering Structures, 191, 686–697, https://doi.org/10.1016/j.engstruct.2019.04.096, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 4.1320884688724986, "sigma": 0.013352423026179365, "method": "Curve fitting", "mu_sigma_quality": 0.99991558280773851, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.132, σ=0.013, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 105, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0 }, { "x": 51, "y": 0 }, { "x": 52, "y": 0 }, { "x": 53, "y": 0 }, { "x": 54, "y": 0 }, { "x": 55, "y": 0 }, { "x": 56, "y": 0.0006 }, { "x": 57, "y": 0.0015 }, { "x": 58, "y": 0.0024 }, { "x": 59, "y": 0.0047 }, { "x": 60, "y": 0.0122 }, { "x": 61, "y": 0.0765 }, { "x": 62, "y": 0.3402 }, { "x": 63, "y": 0.81 }, { "x": 64, "y": 0.9644 }, { "x": 65, "y": 0.9885 }, { "x": 66, "y": 0.9922 }, { "x": 67, "y": 0.9929 }, { "x": 68, "y": 0.9935 }, { "x": 69, "y": 0.994 }, { "x": 70, "y": 0.9944 }, { "x": 71, "y": 0.9948 }, { "x": 72, "y": 0.9951 }, { "x": 73, "y": 0.9954 }, { "x": 74, "y": 0.9956 }, { "x": 75, "y": 0.9957 }, { "x": 76, "y": 0.9959 }, { "x": 77, "y": 0.996 }, { "x": 78, "y": 0.996 }, { "x": 79, "y": 0.996 }, { "x": 80, "y": 0.996 }, { "x": 81, "y": 0.996 }, { "x": 82, "y": 0.996 }, { "x": 83, "y": 0.996 }, { "x": 84, "y": 0.996 }, { "x": 85, "y": 0.996 }, { "x": 86, "y": 0.996 }, { "x": 87, "y": 0.996 }, { "x": 88, "y": 0.996 }, { "x": 89, "y": 0.996 }, { "x": 90, "y": 0.996 }, { "x": 91, "y": 0.996 }, { "x": 92, "y": 0.996 }, { "x": 93, "y": 0.996 }, { "x": 94, "y": 0.996 }, { "x": 95, "y": 0.996 }, { "x": 96, "y": 0.996 }, { "x": 97, "y": 0.996 }, { "x": 98, "y": 0.996 }, { "x": 99, "y": 0.996 }, { "x": 100, "y": 0.996 }, { "x": 101, "y": 0.996 }, { "x": 102, "y": 0.996 }, { "x": 103, "y": 0.996 }, { "x": 104, "y": 0.996 } ] }, { "id": 139, "curve_id": "W3.36", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Horizontal span 275 m; 60 degree wind attack angle; 220 kV double-circuit ", "source_type": "Peer-reviewed", "source_abbrev": "Cai et al. (2019)", "source_detail": "Cai, Y., Xie, Q., Xue, S., Hu, L., and Kareem, A.: Fragility modelling framework for transmission line towers under winds, Engineering Structures, 191, 686–697, https://doi.org/10.1016/j.engstruct.2019.04.096, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 4.3435246202471651, "sigma": 0.016877176833918345, "method": "Curve fitting", "mu_sigma_quality": 0.99984444011088225, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.344, σ=0.017, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 107, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0 }, { "x": 51, "y": 0 }, { "x": 52, "y": 0 }, { "x": 53, "y": 0 }, { "x": 54, "y": 0 }, { "x": 55, "y": 0 }, { "x": 56, "y": 0 }, { "x": 57, "y": 0 }, { "x": 58, "y": 0 }, { "x": 59, "y": 0 }, { "x": 60, "y": 0 }, { "x": 61, "y": 0 }, { "x": 62, "y": 0 }, { "x": 63, "y": 0 }, { "x": 64, "y": 0 }, { "x": 65, "y": 0 }, { "x": 66, "y": 0 }, { "x": 67, "y": 0.0004 }, { "x": 68, "y": 0.0008 }, { "x": 69, "y": 0.0013 }, { "x": 70, "y": 0.0019 }, { "x": 71, "y": 0.0025 }, { "x": 72, "y": 0.0037 }, { "x": 73, "y": 0.0074 }, { "x": 74, "y": 0.0169 }, { "x": 75, "y": 0.0704 }, { "x": 76, "y": 0.2467 }, { "x": 77, "y": 0.4708 }, { "x": 78, "y": 0.7929 }, { "x": 79, "y": 0.9629 }, { "x": 80, "y": 0.9954 }, { "x": 81, "y": 0.996 }, { "x": 82, "y": 0.996 }, { "x": 83, "y": 0.996 }, { "x": 84, "y": 0.996 }, { "x": 85, "y": 0.996 }, { "x": 86, "y": 0.996 }, { "x": 87, "y": 0.996 }, { "x": 88, "y": 0.996 }, { "x": 89, "y": 0.996 }, { "x": 90, "y": 0.996 }, { "x": 91, "y": 0.996 }, { "x": 92, "y": 0.996 }, { "x": 93, "y": 0.996 }, { "x": 94, "y": 0.996 }, { "x": 95, "y": 0.996 }, { "x": 96, "y": 0.996 }, { "x": 97, "y": 0.996 }, { "x": 98, "y": 0.996 }, { "x": 99, "y": 0.996 }, { "x": 100, "y": 0.996 }, { "x": 101, "y": 0.996 }, { "x": 102, "y": 0.996 }, { "x": 103, "y": 0.996 }, { "x": 104, "y": 0.996 }, { "x": 105, "y": 0.996 }, { "x": 106, "y": 0.996 } ] }, { "id": 140, "curve_id": "W3.37", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Horizontal span 275 m; 75 degree wind attack angle; 220 kV double-circuit ", "source_type": "Peer-reviewed", "source_abbrev": "Cai et al. (2019)", "source_detail": "Cai, Y., Xie, Q., Xue, S., Hu, L., and Kareem, A.: Fragility modelling framework for transmission line towers under winds, Engineering Structures, 191, 686–697, https://doi.org/10.1016/j.engstruct.2019.04.096, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 4.6300682275106064, "sigma": 0.014259420812005501, "method": "Curve fitting", "mu_sigma_quality": 0.99996443651727351, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.630, σ=0.014, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 127, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0 }, { "x": 51, "y": 0 }, { "x": 52, "y": 0 }, { "x": 53, "y": 0 }, { "x": 54, "y": 0 }, { "x": 55, "y": 0 }, { "x": 56, "y": 0 }, { "x": 57, "y": 0 }, { "x": 58, "y": 0 }, { "x": 59, "y": 0 }, { "x": 60, "y": 0 }, { "x": 61, "y": 0 }, { "x": 62, "y": 0 }, { "x": 63, "y": 0 }, { "x": 64, "y": 0 }, { "x": 65, "y": 0 }, { "x": 66, "y": 0 }, { "x": 67, "y": 0 }, { "x": 68, "y": 0 }, { "x": 69, "y": 0 }, { "x": 70, "y": 0 }, { "x": 71, "y": 0 }, { "x": 72, "y": 0 }, { "x": 73, "y": 0 }, { "x": 74, "y": 0 }, { "x": 75, "y": 0 }, { "x": 76, "y": 0 }, { "x": 77, "y": 0 }, { "x": 78, "y": 0 }, { "x": 79, "y": 0 }, { "x": 80, "y": 0 }, { "x": 81, "y": 0 }, { "x": 82, "y": 0 }, { "x": 83, "y": 0 }, { "x": 84, "y": 0 }, { "x": 85, "y": 0 }, { "x": 86, "y": 0 }, { "x": 87, "y": 0 }, { "x": 88, "y": 0 }, { "x": 89, "y": 0 }, { "x": 90, "y": 0 }, { "x": 91, "y": 0.0004 }, { "x": 92, "y": 0.001 }, { "x": 93, "y": 0.0017 }, { "x": 94, "y": 0.0025 }, { "x": 95, "y": 0.0035 }, { "x": 96, "y": 0.0045 }, { "x": 97, "y": 0.0057 }, { "x": 98, "y": 0.007 }, { "x": 99, "y": 0.0142 }, { "x": 100, "y": 0.0392 }, { "x": 101, "y": 0.151 }, { "x": 102, "y": 0.3552 }, { "x": 103, "y": 0.6282 }, { "x": 104, "y": 0.8502 }, { "x": 105, "y": 0.9442 }, { "x": 106, "y": 0.9909 }, { "x": 107, "y": 0.996 }, { "x": 108, "y": 0.996 }, { "x": 109, "y": 0.996 }, { "x": 110, "y": 0.996 }, { "x": 111, "y": 0.996 }, { "x": 112, "y": 0.996 }, { "x": 113, "y": 0.996 }, { "x": 114, "y": 0.996 }, { "x": 115, "y": 0.996 }, { "x": 116, "y": 0.996 }, { "x": 117, "y": 0.996 }, { "x": 118, "y": 0.996 }, { "x": 119, "y": 0.996 }, { "x": 120, "y": 0.996 }, { "x": 121, "y": 0.996 }, { "x": 122, "y": 0.996 }, { "x": 123, "y": 0.996 }, { "x": 124, "y": 0.996 }, { "x": 125, "y": 0.996 }, { "x": 126, "y": 0.996 } ] }, { "id": 141, "curve_id": "W3.38", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Horizontal span 400 m; 0 degree wind attack angle; 220 kV double-circuit ", "source_type": "Peer-reviewed", "source_abbrev": "Cai et al. (2019)", "source_detail": "Cai, Y., Xie, Q., Xue, S., Hu, L., and Kareem, A.: Fragility modelling framework for transmission line towers under winds, Engineering Structures, 191, 686–697, https://doi.org/10.1016/j.engstruct.2019.04.096, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 3.7528698605589841, "sigma": 0.011895906459737251, "method": "Curve fitting", "mu_sigma_quality": 0.99994658402061865, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.753, σ=0.012, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 97, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0.0001 }, { "x": 28, "y": 0.0001 }, { "x": 29, "y": 0.0002 }, { "x": 30, "y": 0.0003 }, { "x": 31, "y": 0.0004 }, { "x": 32, "y": 0.0005 }, { "x": 33, "y": 0.0006 }, { "x": 34, "y": 0.0007 }, { "x": 35, "y": 0.0008 }, { "x": 36, "y": 0.001 }, { "x": 37, "y": 0.0011 }, { "x": 38, "y": 0.0013 }, { "x": 39, "y": 0.0015 }, { "x": 40, "y": 0.0044 }, { "x": 41, "y": 0.0188 }, { "x": 42, "y": 0.0991 }, { "x": 43, "y": 0.7596 }, { "x": 44, "y": 0.9783 }, { "x": 45, "y": 0.9955 }, { "x": 46, "y": 0.9965 }, { "x": 47, "y": 0.9964 }, { "x": 48, "y": 0.9961 }, { "x": 49, "y": 0.9958 }, { "x": 50, "y": 0.9955 }, { "x": 51, "y": 0.9953 }, { "x": 52, "y": 0.995 }, { "x": 53, "y": 0.9948 }, { "x": 54, "y": 0.9948 }, { "x": 55, "y": 0.9948 }, { "x": 56, "y": 0.9949 }, { "x": 57, "y": 0.9951 }, { "x": 58, "y": 0.9953 }, { "x": 59, "y": 0.9955 }, { "x": 60, "y": 0.9957 }, { "x": 61, "y": 0.996 }, { "x": 62, "y": 0.9963 }, { "x": 63, "y": 0.9966 }, { "x": 64, "y": 0.9968 }, { "x": 65, "y": 0.9971 }, { "x": 66, "y": 0.9973 }, { "x": 67, "y": 0.9975 }, { "x": 68, "y": 0.9976 }, { "x": 69, "y": 0.9977 }, { "x": 70, "y": 0.9977 }, { "x": 71, "y": 0.9977 }, { "x": 72, "y": 0.9977 }, { "x": 73, "y": 0.9977 }, { "x": 74, "y": 0.9977 }, { "x": 75, "y": 0.9977 }, { "x": 76, "y": 0.9977 }, { "x": 77, "y": 0.9977 }, { "x": 78, "y": 0.9977 }, { "x": 79, "y": 0.9977 }, { "x": 80, "y": 0.9977 }, { "x": 81, "y": 0.9977 }, { "x": 82, "y": 0.9977 }, { "x": 83, "y": 0.9977 }, { "x": 84, "y": 0.9977 }, { "x": 85, "y": 0.9977 }, { "x": 86, "y": 0.9977 }, { "x": 87, "y": 0.9977 }, { "x": 88, "y": 0.9977 }, { "x": 89, "y": 0.9977 }, { "x": 90, "y": 0.9977 }, { "x": 91, "y": 0.9977 }, { "x": 92, "y": 0.9977 }, { "x": 93, "y": 0.9977 }, { "x": 94, "y": 0.9977 }, { "x": 95, "y": 0.9977 }, { "x": 96, "y": 0.9977 } ] }, { "id": 142, "curve_id": "W3.39", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Horizontal span 400 m; 15 degree wind attack angle; 220 kV double-circuit ", "source_type": "Peer-reviewed", "source_abbrev": "Cai et al. (2019)", "source_detail": "Cai, Y., Xie, Q., Xue, S., Hu, L., and Kareem, A.: Fragility modelling framework for transmission line towers under winds, Engineering Structures, 191, 686–697, https://doi.org/10.1016/j.engstruct.2019.04.096, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 3.7799134099523406, "sigma": 0.016820655892516932, "method": "Curve fitting", "mu_sigma_quality": 0.99984289699066131, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.780, σ=0.017, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 97, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0.0002 }, { "x": 39, "y": 0.0009 }, { "x": 40, "y": 0.0017 }, { "x": 41, "y": 0.0033 }, { "x": 42, "y": 0.0136 }, { "x": 43, "y": 0.1495 }, { "x": 44, "y": 0.5806 }, { "x": 45, "y": 0.9794 }, { "x": 46, "y": 0.9923 }, { "x": 47, "y": 0.993 }, { "x": 48, "y": 0.9934 }, { "x": 49, "y": 0.9938 }, { "x": 50, "y": 0.994 }, { "x": 51, "y": 0.9942 }, { "x": 52, "y": 0.9943 }, { "x": 53, "y": 0.9943 }, { "x": 54, "y": 0.9944 }, { "x": 55, "y": 0.9944 }, { "x": 56, "y": 0.9944 }, { "x": 57, "y": 0.9944 }, { "x": 58, "y": 0.9944 }, { "x": 59, "y": 0.9944 }, { "x": 60, "y": 0.9944 }, { "x": 61, "y": 0.9944 }, { "x": 62, "y": 0.9944 }, { "x": 63, "y": 0.9944 }, { "x": 64, "y": 0.9944 }, { "x": 65, "y": 0.9944 }, { "x": 66, "y": 0.9944 }, { "x": 67, "y": 0.9944 }, { "x": 68, "y": 0.9944 }, { "x": 69, "y": 0.9944 }, { "x": 70, "y": 0.9944 }, { "x": 71, "y": 0.9944 }, { "x": 72, "y": 0.9944 }, { "x": 73, "y": 0.9944 }, { "x": 74, "y": 0.9944 }, { "x": 75, "y": 0.9944 }, { "x": 76, "y": 0.9944 }, { "x": 77, "y": 0.9944 }, { "x": 78, "y": 0.9944 }, { "x": 79, "y": 0.9944 }, { "x": 80, "y": 0.9944 }, { "x": 81, "y": 0.9944 }, { "x": 82, "y": 0.9944 }, { "x": 83, "y": 0.9944 }, { "x": 84, "y": 0.9944 }, { "x": 85, "y": 0.9944 }, { "x": 86, "y": 0.9944 }, { "x": 87, "y": 0.9944 }, { "x": 88, "y": 0.9944 }, { "x": 89, "y": 0.9944 }, { "x": 90, "y": 0.9944 }, { "x": 91, "y": 0.9944 }, { "x": 92, "y": 0.9944 }, { "x": 93, "y": 0.9944 }, { "x": 94, "y": 0.9944 }, { "x": 95, "y": 0.9944 }, { "x": 96, "y": 0.9944 } ] }, { "id": 143, "curve_id": "W3.40", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Horizontal span 400 m; 30 degree wind attack angle; 220 kV double-circuit ", "source_type": "Peer-reviewed", "source_abbrev": "Cai et al. (2019)", "source_detail": "Cai, Y., Xie, Q., Xue, S., Hu, L., and Kareem, A.: Fragility modelling framework for transmission line towers under winds, Engineering Structures, 191, 686–697, https://doi.org/10.1016/j.engstruct.2019.04.096, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 3.8562416601396272, "sigma": 0.012147238909737653, "method": "Curve fitting", "mu_sigma_quality": 0.99988828159258492, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.856, σ=0.012, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 95, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0.0001 }, { "x": 40, "y": 0.0004 }, { "x": 41, "y": 0.0009 }, { "x": 42, "y": 0.0015 }, { "x": 43, "y": 0.0023 }, { "x": 44, "y": 0.0033 }, { "x": 45, "y": 0.0079 }, { "x": 46, "y": 0.0519 }, { "x": 47, "y": 0.3007 }, { "x": 48, "y": 0.8985 }, { "x": 49, "y": 0.9828 }, { "x": 50, "y": 0.9944 }, { "x": 51, "y": 0.9951 }, { "x": 52, "y": 0.9956 }, { "x": 53, "y": 0.996 }, { "x": 54, "y": 0.9962 }, { "x": 55, "y": 0.9964 }, { "x": 56, "y": 0.9964 }, { "x": 57, "y": 0.9965 }, { "x": 58, "y": 0.9965 }, { "x": 59, "y": 0.9965 }, { "x": 60, "y": 0.9965 }, { "x": 61, "y": 0.9965 }, { "x": 62, "y": 0.9965 }, { "x": 63, "y": 0.9965 }, { "x": 64, "y": 0.9965 }, { "x": 65, "y": 0.9965 }, { "x": 66, "y": 0.9965 }, { "x": 67, "y": 0.9965 }, { "x": 68, "y": 0.9965 }, { "x": 69, "y": 0.9965 }, { "x": 70, "y": 0.9965 }, { "x": 71, "y": 0.9965 }, { "x": 72, "y": 0.9965 }, { "x": 73, "y": 0.9965 }, { "x": 74, "y": 0.9965 }, { "x": 75, "y": 0.9965 }, { "x": 76, "y": 0.9965 }, { "x": 77, "y": 0.9966 }, { "x": 78, "y": 0.9966 }, { "x": 79, "y": 0.9967 }, { "x": 80, "y": 0.9968 }, { "x": 81, "y": 0.9969 }, { "x": 82, "y": 0.9969 }, { "x": 83, "y": 0.997 }, { "x": 84, "y": 0.9971 }, { "x": 85, "y": 0.9972 }, { "x": 86, "y": 0.9974 }, { "x": 87, "y": 0.9975 }, { "x": 88, "y": 0.9976 }, { "x": 89, "y": 0.9977 }, { "x": 90, "y": 0.9979 }, { "x": 91, "y": 0.998 }, { "x": 92, "y": 0.9982 }, { "x": 93, "y": 0.9983 }, { "x": 94, "y": 0.9985 } ] }, { "id": 144, "curve_id": "W3.41", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Horizontal span 400 m; 45 degree wind attack angle; 220 kV double-circuit ", "source_type": "Peer-reviewed", "source_abbrev": "Cai et al. (2019)", "source_detail": "Cai, Y., Xie, Q., Xue, S., Hu, L., and Kareem, A.: Fragility modelling framework for transmission line towers under winds, Engineering Structures, 191, 686–697, https://doi.org/10.1016/j.engstruct.2019.04.096, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 3.9979904236315349, "sigma": 0.013741496948480553, "method": "Curve fitting", "mu_sigma_quality": 0.99995069434419659, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.998, σ=0.014, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 105, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0.0013 }, { "x": 51, "y": 0.0036 }, { "x": 52, "y": 0.0064 }, { "x": 53, "y": 0.0358 }, { "x": 54, "y": 0.2496 }, { "x": 55, "y": 0.7579 }, { "x": 56, "y": 0.9661 }, { "x": 57, "y": 0.9919 }, { "x": 58, "y": 0.996 }, { "x": 59, "y": 0.996 }, { "x": 60, "y": 0.996 }, { "x": 61, "y": 0.996 }, { "x": 62, "y": 0.996 }, { "x": 63, "y": 0.996 }, { "x": 64, "y": 0.996 }, { "x": 65, "y": 0.996 }, { "x": 66, "y": 0.996 }, { "x": 67, "y": 0.996 }, { "x": 68, "y": 0.996 }, { "x": 69, "y": 0.996 }, { "x": 70, "y": 0.996 }, { "x": 71, "y": 0.996 }, { "x": 72, "y": 0.996 }, { "x": 73, "y": 0.996 }, { "x": 74, "y": 0.996 }, { "x": 75, "y": 0.996 }, { "x": 76, "y": 0.996 }, { "x": 77, "y": 0.996 }, { "x": 78, "y": 0.996 }, { "x": 79, "y": 0.996 }, { "x": 80, "y": 0.996 }, { "x": 81, "y": 0.996 }, { "x": 82, "y": 0.996 }, { "x": 83, "y": 0.996 }, { "x": 84, "y": 0.996 }, { "x": 85, "y": 0.996 }, { "x": 86, "y": 0.996 }, { "x": 87, "y": 0.996 }, { "x": 88, "y": 0.996 }, { "x": 89, "y": 0.996 }, { "x": 90, "y": 0.996 }, { "x": 91, "y": 0.996 }, { "x": 92, "y": 0.996 }, { "x": 93, "y": 0.996 }, { "x": 94, "y": 0.996 }, { "x": 95, "y": 0.996 }, { "x": 96, "y": 0.996 }, { "x": 97, "y": 0.996 }, { "x": 98, "y": 0.996 }, { "x": 99, "y": 0.996 }, { "x": 100, "y": 0.996 }, { "x": 101, "y": 0.996 }, { "x": 102, "y": 0.996 }, { "x": 103, "y": 0.996 }, { "x": 104, "y": 0.996 } ] }, { "id": 145, "curve_id": "W3.42", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Horizontal span 400 m; 60 degree wind attack angle; 220 kV double-circuit ", "source_type": "Peer-reviewed", "source_abbrev": "Cai et al. (2019)", "source_detail": "Cai, Y., Xie, Q., Xue, S., Hu, L., and Kareem, A.: Fragility modelling framework for transmission line towers under winds, Engineering Structures, 191, 686–697, https://doi.org/10.1016/j.engstruct.2019.04.096, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 4.2356094834237688, "sigma": 0.013599358306286712, "method": "Curve fitting", "mu_sigma_quality": 0.99996506225896475, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.236, σ=0.014, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 107, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0 }, { "x": 51, "y": 0 }, { "x": 52, "y": 0 }, { "x": 53, "y": 0 }, { "x": 54, "y": 0 }, { "x": 55, "y": 0 }, { "x": 56, "y": 0 }, { "x": 57, "y": 0 }, { "x": 58, "y": 0 }, { "x": 59, "y": 0 }, { "x": 60, "y": 0 }, { "x": 61, "y": 0 }, { "x": 62, "y": 0.0001 }, { "x": 63, "y": 0.001 }, { "x": 64, "y": 0.002 }, { "x": 65, "y": 0.0034 }, { "x": 66, "y": 0.005 }, { "x": 67, "y": 0.0242 }, { "x": 68, "y": 0.1127 }, { "x": 69, "y": 0.4591 }, { "x": 70, "y": 0.8253 }, { "x": 71, "y": 0.9813 }, { "x": 72, "y": 0.996 }, { "x": 73, "y": 0.996 }, { "x": 74, "y": 0.996 }, { "x": 75, "y": 0.996 }, { "x": 76, "y": 0.996 }, { "x": 77, "y": 0.996 }, { "x": 78, "y": 0.996 }, { "x": 79, "y": 0.996 }, { "x": 80, "y": 0.996 }, { "x": 81, "y": 0.996 }, { "x": 82, "y": 0.996 }, { "x": 83, "y": 0.996 }, { "x": 84, "y": 0.996 }, { "x": 85, "y": 0.996 }, { "x": 86, "y": 0.996 }, { "x": 87, "y": 0.996 }, { "x": 88, "y": 0.996 }, { "x": 89, "y": 0.996 }, { "x": 90, "y": 0.996 }, { "x": 91, "y": 0.996 }, { "x": 92, "y": 0.996 }, { "x": 93, "y": 0.996 }, { "x": 94, "y": 0.996 }, { "x": 95, "y": 0.996 }, { "x": 96, "y": 0.996 }, { "x": 97, "y": 0.996 }, { "x": 98, "y": 0.996 }, { "x": 99, "y": 0.996 }, { "x": 100, "y": 0.996 }, { "x": 101, "y": 0.996 }, { "x": 102, "y": 0.996 }, { "x": 103, "y": 0.996 }, { "x": 104, "y": 0.996 }, { "x": 105, "y": 0.996 }, { "x": 106, "y": 0.996 } ] }, { "id": 146, "curve_id": "W3.43", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Horizontal span 400 m; 75 degree wind attack angle; 220 kV double-circuit ", "source_type": "Peer-reviewed", "source_abbrev": "Cai et al. (2019)", "source_detail": "Cai, Y., Xie, Q., Xue, S., Hu, L., and Kareem, A.: Fragility modelling framework for transmission line towers under winds, Engineering Structures, 191, 686–697, https://doi.org/10.1016/j.engstruct.2019.04.096, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of 1% drift of the middle tower displacement ", "source_data_type": "figure_given", "mu": 4.58153697779101, "sigma": 0.013139702826195546, "method": "Curve fitting", "mu_sigma_quality": 0.99995453811937784, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.582, σ=0.013, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 127, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0 }, { "x": 51, "y": 0 }, { "x": 52, "y": 0 }, { "x": 53, "y": 0 }, { "x": 54, "y": 0 }, { "x": 55, "y": 0 }, { "x": 56, "y": 0 }, { "x": 57, "y": 0 }, { "x": 58, "y": 0 }, { "x": 59, "y": 0 }, { "x": 60, "y": 0 }, { "x": 61, "y": 0 }, { "x": 62, "y": 0 }, { "x": 63, "y": 0 }, { "x": 64, "y": 0 }, { "x": 65, "y": 0 }, { "x": 66, "y": 0 }, { "x": 67, "y": 0 }, { "x": 68, "y": 0 }, { "x": 69, "y": 0 }, { "x": 70, "y": 0 }, { "x": 71, "y": 0 }, { "x": 72, "y": 0 }, { "x": 73, "y": 0 }, { "x": 74, "y": 0 }, { "x": 75, "y": 0 }, { "x": 76, "y": 0 }, { "x": 77, "y": 0 }, { "x": 78, "y": 0 }, { "x": 79, "y": 0 }, { "x": 80, "y": 0 }, { "x": 81, "y": 0 }, { "x": 82, "y": 0 }, { "x": 83, "y": 0 }, { "x": 84, "y": 0 }, { "x": 85, "y": 0 }, { "x": 86, "y": 0 }, { "x": 87, "y": 0 }, { "x": 88, "y": 0.0001 }, { "x": 89, "y": 0.0009 }, { "x": 90, "y": 0.002 }, { "x": 91, "y": 0.0033 }, { "x": 92, "y": 0.0049 }, { "x": 93, "y": 0.0069 }, { "x": 94, "y": 0.0091 }, { "x": 95, "y": 0.0299 }, { "x": 96, "y": 0.0948 }, { "x": 97, "y": 0.3041 }, { "x": 98, "y": 0.5927 }, { "x": 99, "y": 0.8614 }, { "x": 100, "y": 0.9625 }, { "x": 101, "y": 0.9926 }, { "x": 102, "y": 0.9946 }, { "x": 103, "y": 0.9953 }, { "x": 104, "y": 0.9957 }, { "x": 105, "y": 0.9959 }, { "x": 106, "y": 0.996 }, { "x": 107, "y": 0.996 }, { "x": 108, "y": 0.996 }, { "x": 109, "y": 0.996 }, { "x": 110, "y": 0.996 }, { "x": 111, "y": 0.996 }, { "x": 112, "y": 0.996 }, { "x": 113, "y": 0.996 }, { "x": 114, "y": 0.996 }, { "x": 115, "y": 0.996 }, { "x": 116, "y": 0.996 }, { "x": 117, "y": 0.996 }, { "x": 118, "y": 0.996 }, { "x": 119, "y": 0.996 }, { "x": 120, "y": 0.996 }, { "x": 121, "y": 0.996 }, { "x": 122, "y": 0.996 }, { "x": 123, "y": 0.996 }, { "x": 124, "y": 0.996 }, { "x": 125, "y": 0.996 }, { "x": 126, "y": 0.996 } ] }, { "id": 147, "curve_id": "W3.51", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Transmission structure with a wind loading standard of 105 mph", "source_type": "Technical Manual", "source_abbrev": "Quanta Technology (2009)", "source_detail": "Quanta Technology: Cost-Benefit Analysis of the Deployment of Utility Infrastructure Upgrades and Storm Hardening Programs. FINAL REPORT., 2009.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of capacity", "source_data_type": "formula_available", "mu": 4.4064042978375229, "sigma": 0.12335735567055479, "method": "Curve fitting", "mu_sigma_quality": 0.99364463403539849, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.406, σ=0.123, R²=0.994; Mu/sigma can be used for reconstruction (quality: 0.994); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Wind", "num_points": 77, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 2.410195E-07 }, { "x": 2, "y": 2.90452E-07 }, { "x": 3, "y": 3.5002299E-07 }, { "x": 4, "y": 4.2181183E-07 }, { "x": 5, "y": 5.0832439E-07 }, { "x": 6, "y": 6.1258045E-07 }, { "x": 7, "y": 7.3821918E-07 }, { "x": 8, "y": 8.896261E-07 }, { "x": 9, "y": 1.0720862E-06 }, { "x": 10, "y": 1.29196841E-06 }, { "x": 11, "y": 1.55694791E-06 }, { "x": 12, "y": 1.87627406E-06 }, { "x": 13, "y": 2.2610932E-06 }, { "x": 14, "y": 2.72483779E-06 }, { "x": 15, "y": 3.28369524E-06 }, { "x": 16, "y": 3.95717297E-06 }, { "x": 17, "y": 4.7687793E-06 }, { "x": 18, "y": 5.74684407E-06 }, { "x": 19, "y": 6.92550749E-06 }, { "x": 20, "y": 8.34591184E-06 }, { "x": 21, "y": 1.00576376E-05 }, { "x": 22, "y": 1.212043405E-05 }, { "x": 23, "y": 1.460630492E-05 }, { "x": 24, "y": 1.760202172E-05 }, { "x": 25, "y": 2.121215258E-05 }, { "x": 26, "y": 2.55627123E-05 }, { "x": 27, "y": 3.080556099E-05 }, { "x": 28, "y": 3.712370491E-05 }, { "x": 29, "y": 4.473768443E-05 }, { "x": 30, "y": 5.39132722E-05 }, { "x": 31, "y": 6.49707502E-05 }, { "x": 32, "y": 7.829608943E-05 }, { "x": 33, "y": 9.435442258E-05 }, { "x": 34, "y": 0.00011370627991 }, { "x": 35, "y": 0.00013702715503 }, { "x": 36, "y": 0.00016513108362 }, { "x": 37, "y": 0.00019899905804 }, { "x": 38, "y": 0.00023981326976 }, { "x": 39, "y": 0.00028899837476 }, { "x": 40, "y": 0.00034827122243 }, { "x": 41, "y": 0.00041970078369 }, { "x": 42, "y": 0.00050578037025 }, { "x": 43, "y": 0.00060951466587 }, { "x": 44, "y": 0.00073452460744 }, { "x": 45, "y": 0.00088517377701 }, { "x": 46, "y": 0.00106672071647 }, { "x": 47, "y": 0.00128550248153 }, { "x": 48, "y": 0.00154915584232 }, { "x": 49, "y": 0.00186688385145 }, { "x": 50, "y": 0.00224977708479 }, { "x": 51, "y": 0.0027112007677 }, { "x": 52, "y": 0.0032672613 }, { "x": 53, "y": 0.00393736846406 }, { "x": 54, "y": 0.00474491294033 }, { "x": 55, "y": 0.00571808277959 }, { "x": 56, "y": 0.00689084733176 }, { "x": 57, "y": 0.00830414297587 }, { "x": 58, "y": 0.01000730204047 }, { "x": 59, "y": 0.01205977479196 }, { "x": 60, "y": 0.01453320459846 }, { "x": 61, "y": 0.01751392870467 }, { "x": 62, "y": 0.02110599190937 }, { "x": 63, "y": 0.02543477834072 }, { "x": 64, "y": 0.03065138809961 }, { "x": 65, "y": 0.03693791154172 }, { "x": 66, "y": 0.04451378530168 }, { "x": 67, "y": 0.05364345192189 }, { "x": 68, "y": 0.06464559045237 }, { "x": 69, "y": 0.07790424022339 }, { "x": 70, "y": 0.09388220607645 }, { "x": 71, "y": 0.11313721297465 }, { "x": 72, "y": 0.13634137388344 }, { "x": 73, "y": 0.16430465046535 }, { "x": 74, "y": 0.19800312550481 }, { "x": 75, "y": 0.23861307393695 }, { "x": 76, "y": 0.28755202175966 } ] }, { "id": 148, "curve_id": "W3.52", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Hardened transmission structure with a wind loading standard of 130 mph", "source_type": "Technical Manual", "source_abbrev": "Quanta Technology (2009)", "source_detail": "Quanta Technology: Cost-Benefit Analysis of the Deployment of Utility Infrastructure Upgrades and Storm Hardening Programs. FINAL REPORT., 2009.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of capacity", "source_data_type": "formula_available", "mu": 4.7052735730573776, "sigma": 0.195645841842457, "method": "Curve fitting", "mu_sigma_quality": 0.99761381382353342, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.705, σ=0.196, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Wind", "num_points": 77, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 2.410195E-08 }, { "x": 2, "y": 2.90452E-08 }, { "x": 3, "y": 3.50023E-08 }, { "x": 4, "y": 4.218118E-08 }, { "x": 5, "y": 5.083244E-08 }, { "x": 6, "y": 6.125805E-08 }, { "x": 7, "y": 7.382192E-08 }, { "x": 8, "y": 8.896261E-08 }, { "x": 9, "y": 1.0720862E-07 }, { "x": 10, "y": 1.2919684E-07 }, { "x": 11, "y": 1.5569479E-07 }, { "x": 12, "y": 1.8762741E-07 }, { "x": 13, "y": 2.2610932E-07 }, { "x": 14, "y": 2.7248378E-07 }, { "x": 15, "y": 3.2836952E-07 }, { "x": 16, "y": 3.957173E-07 }, { "x": 17, "y": 4.7687793E-07 }, { "x": 18, "y": 5.7468441E-07 }, { "x": 19, "y": 6.9255075E-07 }, { "x": 20, "y": 8.3459118E-07 }, { "x": 21, "y": 1.00576376E-06 }, { "x": 22, "y": 1.2120434E-06 }, { "x": 23, "y": 1.46063049E-06 }, { "x": 24, "y": 1.76020217E-06 }, { "x": 25, "y": 2.12121526E-06 }, { "x": 26, "y": 2.55627123E-06 }, { "x": 27, "y": 3.0805561E-06 }, { "x": 28, "y": 3.71237049E-06 }, { "x": 29, "y": 4.47376844E-06 }, { "x": 30, "y": 5.39132722E-06 }, { "x": 31, "y": 6.49707502E-06 }, { "x": 32, "y": 7.82960894E-06 }, { "x": 33, "y": 9.43544226E-06 }, { "x": 34, "y": 1.137062799E-05 }, { "x": 35, "y": 1.37027155E-05 }, { "x": 36, "y": 1.651310836E-05 }, { "x": 37, "y": 1.98999058E-05 }, { "x": 38, "y": 2.398132698E-05 }, { "x": 39, "y": 2.889983748E-05 }, { "x": 40, "y": 3.482712224E-05 }, { "x": 41, "y": 4.197007837E-05 }, { "x": 42, "y": 5.057803703E-05 }, { "x": 43, "y": 6.095146659E-05 }, { "x": 44, "y": 7.345246074E-05 }, { "x": 45, "y": 8.85173777E-05 }, { "x": 46, "y": 0.00010667207165 }, { "x": 47, "y": 0.00012855024815 }, { "x": 48, "y": 0.00015491558423 }, { "x": 49, "y": 0.00018668838515 }, { "x": 50, "y": 0.00022497770848 }, { "x": 51, "y": 0.00027112007677 }, { "x": 52, "y": 0.00032672613 }, { "x": 53, "y": 0.00039373684641 }, { "x": 54, "y": 0.00047449129403 }, { "x": 55, "y": 0.00057180827796 }, { "x": 56, "y": 0.00068908473318 }, { "x": 57, "y": 0.00083041429759 }, { "x": 58, "y": 0.00100073020405 }, { "x": 59, "y": 0.0012059774792 }, { "x": 60, "y": 0.00145332045985 }, { "x": 61, "y": 0.00175139287047 }, { "x": 62, "y": 0.00211059919094 }, { "x": 63, "y": 0.00254347783407 }, { "x": 64, "y": 0.00306513880996 }, { "x": 65, "y": 0.00369379115417 }, { "x": 66, "y": 0.00445137853017 }, { "x": 67, "y": 0.00536434519219 }, { "x": 68, "y": 0.00646455904524 }, { "x": 69, "y": 0.00779042402234 }, { "x": 70, "y": 0.00938822060765 }, { "x": 71, "y": 0.01131372129747 }, { "x": 72, "y": 0.01363413738834 }, { "x": 73, "y": 0.01643046504654 }, { "x": 74, "y": 0.01980031255048 }, { "x": 75, "y": 0.02386130739369 }, { "x": 76, "y": 0.02875520217597 } ] }, { "id": 149, "curve_id": "W3.53", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Design without adaptation", "source_type": "Peer-reviewed", "source_abbrev": "Panteli and Mancarella (2017)", "source_detail": "Panteli, M. and Mancarella, P.: Modeling and Evaluating the Resilience of Critical Electrical Power Infrastructure to Extreme Weather Events, IEEE Systems Journal, 11, 1733–1742, https://doi.org/10.1109/JSYST.2015.2389272, 2017.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of capacity", "source_data_type": "figure_given", "mu": 4.4126338093963877, "sigma": 0.25065213143290827, "method": "Curve fitting", "mu_sigma_quality": 0.99987102133343808, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.413, σ=0.251, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "United Kingdom", "hazard_type": "Wind", "num_points": 181, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0.011 }, { "x": 48, "y": 0.015 }, { "x": 49, "y": 0.019 }, { "x": 50, "y": 0.023 }, { "x": 51, "y": 0.028 }, { "x": 52, "y": 0.032 }, { "x": 53, "y": 0.036 }, { "x": 54, "y": 0.04 }, { "x": 55, "y": 0.046 }, { "x": 56, "y": 0.057 }, { "x": 57, "y": 0.067 }, { "x": 58, "y": 0.078 }, { "x": 59, "y": 0.089 }, { "x": 60, "y": 0.099 }, { "x": 61, "y": 0.11 }, { "x": 62, "y": 0.125 }, { "x": 63, "y": 0.14 }, { "x": 64, "y": 0.155 }, { "x": 65, "y": 0.17 }, { "x": 66, "y": 0.185 }, { "x": 67, "y": 0.204 }, { "x": 68, "y": 0.225 }, { "x": 69, "y": 0.246 }, { "x": 70, "y": 0.267 }, { "x": 71, "y": 0.285 }, { "x": 72, "y": 0.301 }, { "x": 73, "y": 0.317 }, { "x": 74, "y": 0.334 }, { "x": 75, "y": 0.35 }, { "x": 76, "y": 0.366 }, { "x": 77, "y": 0.386 }, { "x": 78, "y": 0.408 }, { "x": 79, "y": 0.429 }, { "x": 80, "y": 0.45 }, { "x": 81, "y": 0.471 }, { "x": 82, "y": 0.49 }, { "x": 83, "y": 0.508 }, { "x": 84, "y": 0.526 }, { "x": 85, "y": 0.544 }, { "x": 86, "y": 0.561 }, { "x": 87, "y": 0.579 }, { "x": 88, "y": 0.596 }, { "x": 89, "y": 0.612 }, { "x": 90, "y": 0.627 }, { "x": 91, "y": 0.643 }, { "x": 92, "y": 0.66 }, { "x": 93, "y": 0.683 }, { "x": 94, "y": 0.706 }, { "x": 95, "y": 0.727 }, { "x": 96, "y": 0.739 }, { "x": 97, "y": 0.75 }, { "x": 98, "y": 0.762 }, { "x": 99, "y": 0.773 }, { "x": 100, "y": 0.784 }, { "x": 101, "y": 0.797 }, { "x": 102, "y": 0.809 }, { "x": 103, "y": 0.822 }, { "x": 104, "y": 0.835 }, { "x": 105, "y": 0.846 }, { "x": 106, "y": 0.852 }, { "x": 107, "y": 0.858 }, { "x": 108, "y": 0.865 }, { "x": 109, "y": 0.871 }, { "x": 110, "y": 0.877 }, { "x": 111, "y": 0.884 }, { "x": 112, "y": 0.889 }, { "x": 113, "y": 0.893 }, { "x": 114, "y": 0.897 }, { "x": 115, "y": 0.902 }, { "x": 116, "y": 0.906 }, { "x": 117, "y": 0.91 }, { "x": 118, "y": 0.914 }, { "x": 119, "y": 0.918 }, { "x": 120, "y": 0.923 }, { "x": 121, "y": 0.927 }, { "x": 122, "y": 0.932 }, { "x": 123, "y": 0.936 }, { "x": 124, "y": 0.941 }, { "x": 125, "y": 0.946 }, { "x": 126, "y": 0.951 }, { "x": 127, "y": 0.955 }, { "x": 128, "y": 0.96 }, { "x": 129, "y": 0.963 }, { "x": 130, "y": 0.964 }, { "x": 131, "y": 0.965 }, { "x": 132, "y": 0.965 }, { "x": 133, "y": 0.966 }, { "x": 134, "y": 0.967 }, { "x": 135, "y": 0.968 }, { "x": 136, "y": 0.969 }, { "x": 137, "y": 0.97 }, { "x": 138, "y": 0.971 }, { "x": 139, "y": 0.972 }, { "x": 140, "y": 0.974 }, { "x": 141, "y": 0.977 }, { "x": 142, "y": 0.979 }, { "x": 143, "y": 0.981 }, { "x": 144, "y": 0.983 }, { "x": 145, "y": 0.985 }, { "x": 146, "y": 0.988 }, { "x": 147, "y": 0.99 }, { "x": 148, "y": 0.991 }, { "x": 149, "y": 0.991 }, { "x": 150, "y": 0.992 }, { "x": 151, "y": 0.992 }, { "x": 152, "y": 0.993 }, { "x": 153, "y": 0.993 }, { "x": 154, "y": 0.994 }, { "x": 155, "y": 0.994 }, { "x": 156, "y": 0.994 }, { "x": 157, "y": 0.995 }, { "x": 158, "y": 0.995 }, { "x": 159, "y": 1 }, { "x": 160, "y": 1 }, { "x": 161, "y": 1 }, { "x": 162, "y": 1 }, { "x": 163, "y": 1 }, { "x": 164, "y": 1 }, { "x": 165, "y": 1 }, { "x": 166, "y": 1 }, { "x": 167, "y": 1 }, { "x": 168, "y": 1 }, { "x": 169, "y": 1 }, { "x": 170, "y": 1 }, { "x": 171, "y": 1 }, { "x": 172, "y": 1 }, { "x": 173, "y": 1 }, { "x": 174, "y": 1 }, { "x": 175, "y": 1 }, { "x": 176, "y": 1 }, { "x": 177, "y": 1 }, { "x": 178, "y": 1 }, { "x": 179, "y": 1 }, { "x": 180, "y": 1 } ] }, { "id": 150, "curve_id": "W4.75", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Wood pole (Eucalyptus grandis), height of 11.975 m. ", "source_type": "Peer-reviewed", "source_abbrev": "González de Paz et al. (2017)", "source_detail": "González de Paz, L. V., García, D. A., and Rosales, M. B.: R reliability of wood utility poles under stochastic wind load and material considering knots, Mecánica Computacional, 35, 1231–1241, 2017.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of capacity", "source_data_type": "figure_given", "mu": 3.0629267646799776, "sigma": 0.0919515837439356, "method": "Curve fitting", "mu_sigma_quality": 0.99969054308375171, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.063, σ=0.092, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Argentina", "hazard_type": "Wind", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0.0053 }, { "x": 17, "y": 0.0161 }, { "x": 18, "y": 0.0554 }, { "x": 19, "y": 0.1131 }, { "x": 20, "y": 0.2284 }, { "x": 21, "y": 0.4078 }, { "x": 22, "y": 0.616 }, { "x": 23, "y": 0.7819 }, { "x": 24, "y": 0.9118 }, { "x": 25, "y": 0.9638 }, { "x": 26, "y": 0.9915 }, { "x": 27, "y": 0.9972 }, { "x": 28, "y": 1 }, { "x": 29, "y": 1 }, { "x": 30, "y": 1 } ] }, { "id": 151, "curve_id": "W4.76", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Wood pole (Eucalyptus grandis), height of 11.975 m. ", "source_type": "Peer-reviewed", "source_abbrev": "González de Paz et al. (2017)", "source_detail": "González de Paz, L. V., García, D. A., and Rosales, M. B.: R reliability of wood utility poles under stochastic wind load and material considering knots, Mecánica Computacional, 35, 1231–1241, 2017.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of capacity", "source_data_type": "figure_given", "mu": 2.8814873795195708, "sigma": 0.11552014139506905, "method": "Curve fitting", "mu_sigma_quality": 0.99977366704380943, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.881, σ=0.116, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Argentina", "hazard_type": "Wind", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0.0003 }, { "x": 12, "y": 0.0007 }, { "x": 13, "y": 0.0116 }, { "x": 14, "y": 0.0393 }, { "x": 15, "y": 0.0698 }, { "x": 16, "y": 0.1802 }, { "x": 17, "y": 0.3403 }, { "x": 18, "y": 0.5065 }, { "x": 19, "y": 0.713 }, { "x": 20, "y": 0.8451 }, { "x": 21, "y": 0.9292 }, { "x": 22, "y": 0.9713 }, { "x": 23, "y": 0.99 }, { "x": 24, "y": 0.9975 }, { "x": 25, "y": 0.9984 }, { "x": 26, "y": 1 }, { "x": 27, "y": 1 }, { "x": 28, "y": 1 }, { "x": 29, "y": 1 }, { "x": 30, "y": 1 } ] }, { "id": 152, "curve_id": "W4.77", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Wood pole (Eucalyptus grandis), height of 11.975 m. ", "source_type": "Peer-reviewed", "source_abbrev": "González de Paz et al. (2017)", "source_detail": "González de Paz, L. V., García, D. A., and Rosales, M. B.: R reliability of wood utility poles under stochastic wind load and material considering knots, Mecánica Computacional, 35, 1231–1241, 2017.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of capacity", "source_data_type": "figure_given", "mu": 3.0287621719634945, "sigma": 0.0716700376237334, "method": "Curve fitting", "mu_sigma_quality": 0.99940382045222453, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.029, σ=0.072, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Argentina", "hazard_type": "Wind", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0.0019 }, { "x": 17, "y": 0.0114 }, { "x": 18, "y": 0.0518 }, { "x": 19, "y": 0.1461 }, { "x": 20, "y": 0.3115 }, { "x": 21, "y": 0.5587 }, { "x": 22, "y": 0.8215 }, { "x": 23, "y": 0.9593 }, { "x": 24, "y": 0.994 }, { "x": 25, "y": 1 }, { "x": 26, "y": 1 }, { "x": 27, "y": 1 }, { "x": 28, "y": 1 }, { "x": 29, "y": 1 }, { "x": 30, "y": 1 } ] }, { "id": 153, "curve_id": "W4.78", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Wood pole (Eucalyptus grandis), height of 11.975 m. ", "source_type": "Peer-reviewed", "source_abbrev": "González de Paz et al. (2017)", "source_detail": "González de Paz, L. V., García, D. A., and Rosales, M. B.: R reliability of wood utility poles under stochastic wind load and material considering knots, Mecánica Computacional, 35, 1231–1241, 2017.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of capacity", "source_data_type": "figure_given", "mu": 3.0245665448999963, "sigma": 0.11408795999475398, "method": "Curve fitting", "mu_sigma_quality": 0.99962990292591847, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.025, σ=0.114, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Argentina", "hazard_type": "Wind", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0.002 }, { "x": 13, "y": 0.0067 }, { "x": 14, "y": 0.0043 }, { "x": 15, "y": 0.0041 }, { "x": 16, "y": 0.0189 }, { "x": 17, "y": 0.0609 }, { "x": 18, "y": 0.1173 }, { "x": 19, "y": 0.2655 }, { "x": 20, "y": 0.3733 }, { "x": 21, "y": 0.5664 }, { "x": 22, "y": 0.7171 }, { "x": 23, "y": 0.8374 }, { "x": 24, "y": 0.9235 }, { "x": 25, "y": 0.9613 }, { "x": 26, "y": 0.989 }, { "x": 27, "y": 0.9957 }, { "x": 28, "y": 1 }, { "x": 29, "y": 1 }, { "x": 30, "y": 1 } ] }, { "id": 154, "curve_id": "W4.79", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Wood pole (Eucalyptus grandis), height of 11.975 m. ", "source_type": "Peer-reviewed", "source_abbrev": "González de Paz et al. (2017)", "source_detail": "González de Paz, L. V., García, D. A., and Rosales, M. B.: R reliability of wood utility poles under stochastic wind load and material considering knots, Mecánica Computacional, 35, 1231–1241, 2017.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of capacity", "source_data_type": "figure_given", "mu": 3.0167562738907132, "sigma": 0.0846621229781954, "method": "Curve fitting", "mu_sigma_quality": 0.99922660231948135, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.017, σ=0.085, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Argentina", "hazard_type": "Wind", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0.0011 }, { "x": 16, "y": 0.0108 }, { "x": 17, "y": 0.0364 }, { "x": 18, "y": 0.1099 }, { "x": 19, "y": 0.2034 }, { "x": 20, "y": 0.3691 }, { "x": 21, "y": 0.6178 }, { "x": 22, "y": 0.8278 }, { "x": 23, "y": 0.9362 }, { "x": 24, "y": 0.9864 }, { "x": 25, "y": 0.9979 }, { "x": 26, "y": 1 }, { "x": 27, "y": 1 }, { "x": 28, "y": 1 }, { "x": 29, "y": 1 }, { "x": 30, "y": 1 } ] }, { "id": 155, "curve_id": "W4.80", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Power poles constructed by Florida Power & Light Company (FPL) and third party poles with FPL equipment. Most FPL poles are designed to Grade B construction. ", "source_type": "Technical Manual", "source_abbrev": "Quanta Technology (2008)", "source_detail": "Quanta Technology: Undergrounding Assessment Phase 3 Report: Ex Ante Cost and Benefit Modeling, 2008.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of capacity", "source_data_type": "formula_available", "mu": 3.6506582412937387, "sigma": 2, "method": "Simple estimation", "mu_sigma_quality": 0.1, "mu_sigma_reconstruct": false, "raw_reconstruct": true, "reconstruct_method": "Use raw data points", "calculation_notes": "Estimation: μ=3.651 (from median~38.500), σ=2.000; Mu/sigma quality too low for reconstruction (quality: 0.100); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "gust speed (mph)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Wind", "num_points": 77, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.0001 }, { "x": 2, "y": 0.0001 }, { "x": 3, "y": 0.0001 }, { "x": 4, "y": 0.0001 }, { "x": 5, "y": 0.0001 }, { "x": 6, "y": 0.0001 }, { "x": 7, "y": 0.0001 }, { "x": 8, "y": 0.0001 }, { "x": 9, "y": 0.0001 }, { "x": 10, "y": 0.0001 }, { "x": 11, "y": 0.00010000126301 }, { "x": 12, "y": 0.00010000294704 }, { "x": 13, "y": 0.00010004884793 }, { "x": 14, "y": 0.00010016558995 }, { "x": 15, "y": 0.00010029429019 }, { "x": 16, "y": 0.00010076152698 }, { "x": 17, "y": 0.0001014429748 }, { "x": 18, "y": 0.00010215526236 }, { "x": 19, "y": 0.0001030472361 }, { "x": 20, "y": 0.00010362192057 }, { "x": 21, "y": 0.00010398945565 }, { "x": 22, "y": 0.00010417393103 }, { "x": 23, "y": 0.00010425597633 }, { "x": 24, "y": 0.00010428890036 }, { "x": 25, "y": 0.00010429285194 }, { "x": 26, "y": 0.00010429987734 }, { "x": 27, "y": 0.00010429987734 }, { "x": 28, "y": 0.00010429987734 }, { "x": 29, "y": 0.00010429987734 }, { "x": 30, "y": 0.00010429987734 }, { "x": 31, "y": 0.0001 }, { "x": 32, "y": 0.0001 }, { "x": 33, "y": 0.0001 }, { "x": 34, "y": 0.0001 }, { "x": 35, "y": 0.0001 }, { "x": 36, "y": 0.0001 }, { "x": 37, "y": 0.0001 }, { "x": 38, "y": 0.0001 }, { "x": 39, "y": 0.0001 }, { "x": 40, "y": 0.0001 }, { "x": 41, "y": 0.0001 }, { "x": 42, "y": 0.0001 }, { "x": 43, "y": 0.0001 }, { "x": 44, "y": 0.0001 }, { "x": 45, "y": 0.0001 }, { "x": 46, "y": 0.0001 }, { "x": 47, "y": 0.0001 }, { "x": 48, "y": 0.0001 }, { "x": 49, "y": 0.0001 }, { "x": 50, "y": 0.0001 }, { "x": 51, "y": 0.0001 }, { "x": 52, "y": 0.0001 }, { "x": 53, "y": 0.0001 }, { "x": 54, "y": 0.0001 }, { "x": 55, "y": 0.0001 }, { "x": 56, "y": 0.0001 }, { "x": 57, "y": 0.0001 }, { "x": 58, "y": 0.0001 }, { "x": 59, "y": 0.0001 }, { "x": 60, "y": 0.0001 }, { "x": 61, "y": 0.0001 }, { "x": 62, "y": 0.0001 }, { "x": 63, "y": 0.0001 }, { "x": 64, "y": 0.0001 }, { "x": 65, "y": 0.0001 }, { "x": 66, "y": 0.0001 }, { "x": 67, "y": 0.0001 }, { "x": 68, "y": 0.0001 }, { "x": 69, "y": 0.0001 }, { "x": 70, "y": 0.0001 }, { "x": 71, "y": 0.0001 }, { "x": 72, "y": 0.0001 }, { "x": 73, "y": 0.0001 }, { "x": 74, "y": 0.0001 }, { "x": 75, "y": 0.0001 }, { "x": 76, "y": 0.0001 } ] }, { "id": 156, "curve_id": "W6.3", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Overhead lines", "ci_detail": "Overhead lines constructed by Florida Power & Light Company (FPL) and third party lines with FPL equipment. ", "source_type": "Technical Manual", "source_abbrev": "Quanta Technology (2008)", "source_detail": "Quanta Technology: Undergrounding Assessment Phase 3 Report: Ex Ante Cost and Benefit Modeling, 2008.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Exceedance of capacity", "source_data_type": "formula_available", "mu": 3.977089248103689, "sigma": 0.17011282959646326, "method": "Curve fitting", "mu_sigma_quality": 0.977780317928053, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.977, σ=0.170, R²=0.978; Mu/sigma can be used for reconstruction (quality: 0.978); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Wind", "num_points": 63, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 5.1509E-10 }, { "x": 2, "y": 1.858409E-08 }, { "x": 3, "y": 1.5138368E-07 }, { "x": 4, "y": 6.7050133E-07 }, { "x": 5, "y": 2.12679109E-06 }, { "x": 6, "y": 5.46181942E-06 }, { "x": 7, "y": 1.212438656E-05 }, { "x": 8, "y": 2.419122804E-05 }, { "x": 9, "y": 4.449129319E-05 }, { "x": 10, "y": 7.673316355E-05 }, { "x": 11, "y": 0.00012563527746 }, { "x": 12, "y": 0.00019705869734 }, { "x": 13, "y": 0.00029814220523 }, { "x": 14, "y": 0.00043743954885 }, { "x": 15, "y": 0.00062505868772 }, { "x": 16, "y": 0.00087280291067 }, { "x": 17, "y": 0.00119431371282 }, { "x": 18, "y": 0.00160521533413 }, { "x": 19, "y": 0.00212326087281 }, { "x": 20, "y": 0.00276847989638 }, { "x": 21, "y": 0.00356332748089 }, { "x": 22, "y": 0.00453283461598 }, { "x": 23, "y": 0.00570475991859 }, { "x": 24, "y": 0.00710974260369 }, { "x": 25, "y": 0.00878145666446 }, { "x": 26, "y": 0.01075676621812 }, { "x": 27, "y": 0.01307588197707 }, { "x": 28, "y": 0.01578251880805 }, { "x": 29, "y": 0.01892405434429 }, { "x": 30, "y": 0.02255168861855 }, { "x": 31, "y": 0.02672060468654 }, { "x": 32, "y": 0.03149013021252 }, { "x": 33, "y": 0.03692389999033 }, { "x": 34, "y": 0.04309001937493 }, { "x": 35, "y": 0.0500612286007 }, { "x": 36, "y": 0.0579150679643 }, { "x": 37, "y": 0.06673404385101 }, { "x": 38, "y": 0.07660579558439 }, { "x": 39, "y": 0.08762326308055 }, { "x": 40, "y": 0.09988485528877 }, { "x": 41, "y": 0.11349461940138 }, { "x": 42, "y": 0.12856241081661 }, { "x": 43, "y": 0.1452040638387 }, { "x": 44, "y": 0.16354156310042 }, { "x": 45, "y": 0.18370321569375 }, { "x": 46, "y": 0.205823823995 }, { "x": 47, "y": 0.23004485917134 }, { "x": 48, "y": 0.25651463535623 }, { "x": 49, "y": 0.28538848448155 }, { "x": 50, "y": 0.31682893175507 }, { "x": 51, "y": 0.35100587177186 }, { "x": 52, "y": 0.38809674524917 }, { "x": 53, "y": 0.42828671637427 }, { "x": 54, "y": 0.47176885075535 }, { "x": 55, "y": 0.51874429396589 }, { "x": 56, "y": 0.56942245067321 }, { "x": 57, "y": 0.62402116434225 }, { "x": 58, "y": 0.68276689750579 }, { "x": 59, "y": 0.74589491259301 }, { "x": 60, "y": 0.81364945330794 }, { "x": 61, "y": 0.88628392655025 }, { "x": 62, "y": 0.96406108487051 } ] }, { "id": 157, "curve_id": "E4.5", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Height of 19,5m, used for 63kV transmission lines, tubalar steel (ST-37 and ST-52 steel grade with a yielding stress of 2,400 kg/cm^2 and 3,600 kg/cm^2, respectively), modulus of elasticity 2,100,000 kg/cm^2, pasion ratio of 0.3. Fixed support assigned in base and arms. ", "source_type": "Conference Proceeding", "source_abbrev": "Sadeghi et al. (2012)", "source_detail": "Sadeghi, M., Hosseini, M., and Lahiji, N. P.: Developing Fragility Curves for Seismic Vulnerability Assessment of Tubular Steel Power Transmission Tower Based on Incremental Dynamic Analysis, 15th World Conference on Earthquake Engineering (15WCEE), Lisbon, Portugal, 2012.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "First plastic hinge", "source_data_type": "figure_given", "mu": 0.60976557162092793, "sigma": 0.52000000000008573, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.610, σ=0.520, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 41, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.05E-12 }, { "x": 0.1, "y": 1.067598E-08 }, { "x": 0.15, "y": 7.14439E-07 }, { "x": 0.2, "y": 9.87497794E-06 }, { "x": 0.25, "y": 6.187475615E-05 }, { "x": 0.3, "y": 0.0002433618864 }, { "x": 0.35, "y": 0.00070764429922 }, { "x": 0.4, "y": 0.00166922428602 }, { "x": 0.45, "y": 0.00338228043419 }, { "x": 0.5, "y": 0.00611216626297 }, { "x": 0.55, "y": 0.0101080537368 }, { "x": 0.6, "y": 0.0155815796121 }, { "x": 0.65, "y": 0.02269324317412 }, { "x": 0.7, "y": 0.03154622308061 }, { "x": 0.75, "y": 0.04218622436732 }, { "x": 0.8, "y": 0.05460563840328 }, { "x": 0.85, "y": 0.06875039126115 }, { "x": 0.9, "y": 0.08452814193463 }, { "x": 0.95, "y": 0.10181683013159 }, { "x": 1, "y": 0.12047288923273 }, { "x": 1.05, "y": 0.14033870147959 }, { "x": 1.1, "y": 0.16124907209153 }, { "x": 1.15, "y": 0.18303664163468 }, { "x": 1.2, "y": 0.20553625135547 }, { "x": 1.25, "y": 0.22858833508917 }, { "x": 1.3, "y": 0.25204144354903 }, { "x": 1.35, "y": 0.27575402039617 }, { "x": 1.4, "y": 0.29959555078592 }, { "x": 1.45, "y": 0.32344719676341 }, { "x": 1.5, "y": 0.34720202327754 }, { "x": 1.55, "y": 0.37076490599198 }, { "x": 1.6, "y": 0.39405219900089 }, { "x": 1.65, "y": 0.41699122794624 }, { "x": 1.7, "y": 0.43951966242104 }, { "x": 1.75, "y": 0.46158481119819 }, { "x": 1.8, "y": 0.48314287483472 }, { "x": 1.85, "y": 0.50415818254554 }, { "x": 1.9, "y": 0.52460243382864 }, { "x": 1.95, "y": 0.54445396003438 }, { "x": 2, "y": 0.56369701676704 } ] }, { "id": 158, "curve_id": "W4.29", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, age 0, class 4, 13.7 m tall", "source_type": "Peer-reviewed", "source_abbrev": "Salman & Li (2016)", "source_detail": "Salman, A. M. and Li, Y.: Age-dependent fragility and life-cycle cost analysis of wood and steel power distribution poles subjected to hurricanes, Structure and Infrastructure Engineering, 12, 890–903, https://doi.org/10.1080/15732479.2015.1053949, 2016.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Flexural failure/pole breaking ", "source_data_type": "figure_given", "mu": 3.7946312644035416, "sigma": 0.23164255320174285, "method": "Curve fitting", "mu_sigma_quality": 0.9996390747016648, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.795, σ=0.232, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0.009 }, { "x": 24, "y": 0.014 }, { "x": 25, "y": 0.018 }, { "x": 26, "y": 0.023 }, { "x": 27, "y": 0.031 }, { "x": 28, "y": 0.042 }, { "x": 29, "y": 0.052 }, { "x": 30, "y": 0.064 }, { "x": 31, "y": 0.079 }, { "x": 32, "y": 0.094 }, { "x": 33, "y": 0.111 }, { "x": 34, "y": 0.136 }, { "x": 35, "y": 0.161 }, { "x": 36, "y": 0.186 }, { "x": 37, "y": 0.214 }, { "x": 38, "y": 0.241 }, { "x": 39, "y": 0.269 }, { "x": 40, "y": 0.313 }, { "x": 41, "y": 0.358 }, { "x": 42, "y": 0.402 }, { "x": 43, "y": 0.442 }, { "x": 44, "y": 0.48 }, { "x": 45, "y": 0.519 }, { "x": 46, "y": 0.557 }, { "x": 47, "y": 0.591 }, { "x": 48, "y": 0.622 }, { "x": 49, "y": 0.653 }, { "x": 50, "y": 0.684 }, { "x": 51, "y": 0.714 }, { "x": 52, "y": 0.744 }, { "x": 53, "y": 0.773 }, { "x": 54, "y": 0.797 }, { "x": 55, "y": 0.819 }, { "x": 56, "y": 0.841 }, { "x": 57, "y": 0.86 }, { "x": 58, "y": 0.876 }, { "x": 59, "y": 0.893 }, { "x": 60, "y": 0.905 }, { "x": 61, "y": 0.917 }, { "x": 62, "y": 0.93 }, { "x": 63, "y": 0.942 }, { "x": 64, "y": 0.953 }, { "x": 65, "y": 0.96 }, { "x": 66, "y": 0.967 }, { "x": 67, "y": 0.974 }, { "x": 68, "y": 0.982 }, { "x": 69, "y": 0.987 }, { "x": 70, "y": 0.991 }, { "x": 71, "y": 0.996 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 }, { "x": 86, "y": 1 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 }, { "x": 91, "y": 1 }, { "x": 92, "y": 1 }, { "x": 93, "y": 1 }, { "x": 94, "y": 1 }, { "x": 95, "y": 1 }, { "x": 96, "y": 1 }, { "x": 97, "y": 1 }, { "x": 98, "y": 1 }, { "x": 99, "y": 1 }, { "x": 100, "y": 1 } ] }, { "id": 159, "curve_id": "W4.30", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, age 20, class 4, 13.7 m tall", "source_type": "Peer-reviewed", "source_abbrev": "Salman & Li (2016)", "source_detail": "Salman, A. M. and Li, Y.: Age-dependent fragility and life-cycle cost analysis of wood and steel power distribution poles subjected to hurricanes, Structure and Infrastructure Engineering, 12, 890–903, https://doi.org/10.1080/15732479.2015.1053949, 2016.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Flexural failure/pole breaking ", "source_data_type": "figure_given", "mu": 3.813988144078313, "sigma": 0.20507599128664383, "method": "Curve fitting", "mu_sigma_quality": 0.99971755001787932, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.814, σ=0.205, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0.01 }, { "x": 24, "y": 0.013 }, { "x": 25, "y": 0.016 }, { "x": 26, "y": 0.018 }, { "x": 27, "y": 0.021 }, { "x": 28, "y": 0.024 }, { "x": 29, "y": 0.028 }, { "x": 30, "y": 0.039 }, { "x": 31, "y": 0.051 }, { "x": 32, "y": 0.062 }, { "x": 33, "y": 0.074 }, { "x": 34, "y": 0.095 }, { "x": 35, "y": 0.119 }, { "x": 36, "y": 0.143 }, { "x": 37, "y": 0.168 }, { "x": 38, "y": 0.194 }, { "x": 39, "y": 0.22 }, { "x": 40, "y": 0.246 }, { "x": 41, "y": 0.288 }, { "x": 42, "y": 0.34 }, { "x": 43, "y": 0.392 }, { "x": 44, "y": 0.448 }, { "x": 45, "y": 0.496 }, { "x": 46, "y": 0.536 }, { "x": 47, "y": 0.575 }, { "x": 48, "y": 0.607 }, { "x": 49, "y": 0.639 }, { "x": 50, "y": 0.677 }, { "x": 51, "y": 0.716 }, { "x": 52, "y": 0.751 }, { "x": 53, "y": 0.777 }, { "x": 54, "y": 0.803 }, { "x": 55, "y": 0.826 }, { "x": 56, "y": 0.849 }, { "x": 57, "y": 0.872 }, { "x": 58, "y": 0.894 }, { "x": 59, "y": 0.906 }, { "x": 60, "y": 0.917 }, { "x": 61, "y": 0.929 }, { "x": 62, "y": 0.941 }, { "x": 63, "y": 0.951 }, { "x": 64, "y": 0.957 }, { "x": 65, "y": 0.962 }, { "x": 66, "y": 0.968 }, { "x": 67, "y": 0.974 }, { "x": 68, "y": 0.98 }, { "x": 69, "y": 0.984 }, { "x": 70, "y": 0.988 }, { "x": 71, "y": 0.991 }, { "x": 72, "y": 0.993 }, { "x": 73, "y": 0.994 }, { "x": 74, "y": 0.995 }, { "x": 75, "y": 0.996 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 }, { "x": 86, "y": 1 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 }, { "x": 91, "y": 1 }, { "x": 92, "y": 1 }, { "x": 93, "y": 1 }, { "x": 94, "y": 1 }, { "x": 95, "y": 1 }, { "x": 96, "y": 1 }, { "x": 97, "y": 1 }, { "x": 98, "y": 1 }, { "x": 99, "y": 1 }, { "x": 100, "y": 1 } ] }, { "id": 160, "curve_id": "W4.31", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, age 40, class 4, 13.7 m tall", "source_type": "Peer-reviewed", "source_abbrev": "Salman & Li (2016)", "source_detail": "Salman, A. M. and Li, Y.: Age-dependent fragility and life-cycle cost analysis of wood and steel power distribution poles subjected to hurricanes, Structure and Infrastructure Engineering, 12, 890–903, https://doi.org/10.1080/15732479.2015.1053949, 2016.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Flexural failure/pole breaking ", "source_data_type": "figure_given", "mu": 3.4188272166133924, "sigma": 0.27687823934103351, "method": "Curve fitting", "mu_sigma_quality": 0.99896901971938667, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.419, σ=0.277, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0.003 }, { "x": 12, "y": 0.01 }, { "x": 13, "y": 0.015 }, { "x": 14, "y": 0.02 }, { "x": 15, "y": 0.025 }, { "x": 16, "y": 0.03 }, { "x": 17, "y": 0.04 }, { "x": 18, "y": 0.054 }, { "x": 19, "y": 0.067 }, { "x": 20, "y": 0.093 }, { "x": 21, "y": 0.119 }, { "x": 22, "y": 0.146 }, { "x": 23, "y": 0.179 }, { "x": 24, "y": 0.214 }, { "x": 25, "y": 0.248 }, { "x": 26, "y": 0.284 }, { "x": 27, "y": 0.322 }, { "x": 28, "y": 0.36 }, { "x": 29, "y": 0.399 }, { "x": 30, "y": 0.444 }, { "x": 31, "y": 0.495 }, { "x": 32, "y": 0.546 }, { "x": 33, "y": 0.598 }, { "x": 34, "y": 0.643 }, { "x": 35, "y": 0.679 }, { "x": 36, "y": 0.715 }, { "x": 37, "y": 0.747 }, { "x": 38, "y": 0.777 }, { "x": 39, "y": 0.807 }, { "x": 40, "y": 0.837 }, { "x": 41, "y": 0.867 }, { "x": 42, "y": 0.892 }, { "x": 43, "y": 0.91 }, { "x": 44, "y": 0.928 }, { "x": 45, "y": 0.947 }, { "x": 46, "y": 0.954 }, { "x": 47, "y": 0.96 }, { "x": 48, "y": 0.967 }, { "x": 49, "y": 0.973 }, { "x": 50, "y": 0.98 }, { "x": 51, "y": 0.985 }, { "x": 52, "y": 0.99 }, { "x": 53, "y": 0.995 }, { "x": 54, "y": 1 }, { "x": 55, "y": 1 }, { "x": 56, "y": 1 }, { "x": 57, "y": 1 }, { "x": 58, "y": 1 }, { "x": 59, "y": 1 }, { "x": 60, "y": 1 }, { "x": 61, "y": 1 }, { "x": 62, "y": 1 }, { "x": 63, "y": 1 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 }, { "x": 86, "y": 1 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 }, { "x": 91, "y": 1 }, { "x": 92, "y": 1 }, { "x": 93, "y": 1 }, { "x": 94, "y": 1 }, { "x": 95, "y": 1 }, { "x": 96, "y": 1 }, { "x": 97, "y": 1 }, { "x": 98, "y": 1 }, { "x": 99, "y": 1 }, { "x": 100, "y": 1 } ] }, { "id": 161, "curve_id": "W4.32", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern pine, age 60, class 4, 13.7 m tall", "source_type": "Peer-reviewed", "source_abbrev": "Salman & Li (2016)", "source_detail": "Salman, A. M. and Li, Y.: Age-dependent fragility and life-cycle cost analysis of wood and steel power distribution poles subjected to hurricanes, Structure and Infrastructure Engineering, 12, 890–903, https://doi.org/10.1080/15732479.2015.1053949, 2016.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Flexural failure/pole breaking ", "source_data_type": "figure_given", "mu": 3.4188505011886829, "sigma": 0.20641889836710409, "method": "Curve fitting", "mu_sigma_quality": 0.99993821593782639, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.419, σ=0.206, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0.014 }, { "x": 21, "y": 0.039 }, { "x": 22, "y": 0.063 }, { "x": 23, "y": 0.088 }, { "x": 24, "y": 0.128 }, { "x": 25, "y": 0.169 }, { "x": 26, "y": 0.211 }, { "x": 27, "y": 0.275 }, { "x": 28, "y": 0.345 }, { "x": 29, "y": 0.411 }, { "x": 30, "y": 0.467 }, { "x": 31, "y": 0.523 }, { "x": 32, "y": 0.58 }, { "x": 33, "y": 0.637 }, { "x": 34, "y": 0.695 }, { "x": 35, "y": 0.745 }, { "x": 36, "y": 0.784 }, { "x": 37, "y": 0.823 }, { "x": 38, "y": 0.859 }, { "x": 39, "y": 0.886 }, { "x": 40, "y": 0.913 }, { "x": 41, "y": 0.928 }, { "x": 42, "y": 0.941 }, { "x": 43, "y": 0.953 }, { "x": 44, "y": 0.965 }, { "x": 45, "y": 0.972 }, { "x": 46, "y": 0.977 }, { "x": 47, "y": 0.982 }, { "x": 48, "y": 0.987 }, { "x": 49, "y": 0.992 }, { "x": 50, "y": 1 }, { "x": 51, "y": 1 }, { "x": 52, "y": 1 }, { "x": 53, "y": 1 }, { "x": 54, "y": 1 }, { "x": 55, "y": 1 }, { "x": 56, "y": 1 }, { "x": 57, "y": 1 }, { "x": 58, "y": 1 }, { "x": 59, "y": 1 }, { "x": 60, "y": 1 }, { "x": 61, "y": 1 }, { "x": 62, "y": 1 }, { "x": 63, "y": 1 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 }, { "x": 86, "y": 1 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 }, { "x": 91, "y": 1 }, { "x": 92, "y": 1 }, { "x": 93, "y": 1 }, { "x": 94, "y": 1 }, { "x": 95, "y": 1 }, { "x": 96, "y": 1 }, { "x": 97, "y": 1 }, { "x": 98, "y": 1 }, { "x": 99, "y": 1 }, { "x": 100, "y": 1 } ] }, { "id": 162, "curve_id": "W4.33", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Steel, age 0, 13.7 m tall", "source_type": "Peer-reviewed", "source_abbrev": "Salman & Li (2016)", "source_detail": "Salman, A. M. and Li, Y.: Age-dependent fragility and life-cycle cost analysis of wood and steel power distribution poles subjected to hurricanes, Structure and Infrastructure Engineering, 12, 890–903, https://doi.org/10.1080/15732479.2015.1053949, 2016.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Flexural failure/pole breaking ", "source_data_type": "figure_given", "mu": 3.8113634628417774, "sigma": 0.2556851270965188, "method": "Curve fitting", "mu_sigma_quality": 0.99880212759320652, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.811, σ=0.256, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0.007 }, { "x": 18, "y": 0.011 }, { "x": 19, "y": 0.012 }, { "x": 20, "y": 0.013 }, { "x": 21, "y": 0.016 }, { "x": 22, "y": 0.02 }, { "x": 23, "y": 0.024 }, { "x": 24, "y": 0.028 }, { "x": 25, "y": 0.036 }, { "x": 26, "y": 0.044 }, { "x": 27, "y": 0.053 }, { "x": 28, "y": 0.062 }, { "x": 29, "y": 0.075 }, { "x": 30, "y": 0.088 }, { "x": 31, "y": 0.101 }, { "x": 32, "y": 0.12 }, { "x": 33, "y": 0.139 }, { "x": 34, "y": 0.158 }, { "x": 35, "y": 0.178 }, { "x": 36, "y": 0.197 }, { "x": 37, "y": 0.217 }, { "x": 38, "y": 0.244 }, { "x": 39, "y": 0.275 }, { "x": 40, "y": 0.307 }, { "x": 41, "y": 0.341 }, { "x": 42, "y": 0.374 }, { "x": 43, "y": 0.408 }, { "x": 44, "y": 0.441 }, { "x": 45, "y": 0.474 }, { "x": 46, "y": 0.506 }, { "x": 47, "y": 0.539 }, { "x": 48, "y": 0.571 }, { "x": 49, "y": 0.604 }, { "x": 50, "y": 0.637 }, { "x": 51, "y": 0.668 }, { "x": 52, "y": 0.699 }, { "x": 53, "y": 0.73 }, { "x": 54, "y": 0.756 }, { "x": 55, "y": 0.776 }, { "x": 56, "y": 0.797 }, { "x": 57, "y": 0.818 }, { "x": 58, "y": 0.839 }, { "x": 59, "y": 0.859 }, { "x": 60, "y": 0.88 }, { "x": 61, "y": 0.895 }, { "x": 62, "y": 0.909 }, { "x": 63, "y": 0.924 }, { "x": 64, "y": 0.932 }, { "x": 65, "y": 0.94 }, { "x": 66, "y": 0.948 }, { "x": 67, "y": 0.955 }, { "x": 68, "y": 0.962 }, { "x": 69, "y": 0.968 }, { "x": 70, "y": 0.975 }, { "x": 71, "y": 0.981 }, { "x": 72, "y": 0.984 }, { "x": 73, "y": 0.987 }, { "x": 74, "y": 0.99 }, { "x": 75, "y": 0.992 }, { "x": 76, "y": 0.993 }, { "x": 77, "y": 0.994 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 }, { "x": 86, "y": 1 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 }, { "x": 91, "y": 1 }, { "x": 92, "y": 1 }, { "x": 93, "y": 1 }, { "x": 94, "y": 1 }, { "x": 95, "y": 1 }, { "x": 96, "y": 1 }, { "x": 97, "y": 1 }, { "x": 98, "y": 1 }, { "x": 99, "y": 1 }, { "x": 100, "y": 1 } ] }, { "id": 163, "curve_id": "W4.34", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Steel, age 20, 13.7 m tall", "source_type": "Peer-reviewed", "source_abbrev": "Salman & Li (2016)", "source_detail": "Salman, A. M. and Li, Y.: Age-dependent fragility and life-cycle cost analysis of wood and steel power distribution poles subjected to hurricanes, Structure and Infrastructure Engineering, 12, 890–903, https://doi.org/10.1080/15732479.2015.1053949, 2016.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Flexural failure/pole breaking ", "source_data_type": "figure_given", "mu": 3.9803440246278252, "sigma": 0.20153716255112503, "method": "Curve fitting", "mu_sigma_quality": 0.99937826693123188, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.980, σ=0.202, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0.006 }, { "x": 27, "y": 0.012 }, { "x": 28, "y": 0.015 }, { "x": 29, "y": 0.018 }, { "x": 30, "y": 0.022 }, { "x": 31, "y": 0.025 }, { "x": 32, "y": 0.029 }, { "x": 33, "y": 0.032 }, { "x": 34, "y": 0.038 }, { "x": 35, "y": 0.046 }, { "x": 36, "y": 0.054 }, { "x": 37, "y": 0.062 }, { "x": 38, "y": 0.071 }, { "x": 39, "y": 0.083 }, { "x": 40, "y": 0.094 }, { "x": 41, "y": 0.105 }, { "x": 42, "y": 0.118 }, { "x": 43, "y": 0.146 }, { "x": 44, "y": 0.173 }, { "x": 45, "y": 0.2 }, { "x": 46, "y": 0.227 }, { "x": 47, "y": 0.255 }, { "x": 48, "y": 0.286 }, { "x": 49, "y": 0.322 }, { "x": 50, "y": 0.358 }, { "x": 51, "y": 0.394 }, { "x": 52, "y": 0.43 }, { "x": 53, "y": 0.467 }, { "x": 54, "y": 0.504 }, { "x": 55, "y": 0.542 }, { "x": 56, "y": 0.579 }, { "x": 57, "y": 0.616 }, { "x": 58, "y": 0.648 }, { "x": 59, "y": 0.678 }, { "x": 60, "y": 0.707 }, { "x": 61, "y": 0.737 }, { "x": 62, "y": 0.766 }, { "x": 63, "y": 0.791 }, { "x": 64, "y": 0.816 }, { "x": 65, "y": 0.84 }, { "x": 66, "y": 0.859 }, { "x": 67, "y": 0.878 }, { "x": 68, "y": 0.897 }, { "x": 69, "y": 0.908 }, { "x": 70, "y": 0.919 }, { "x": 71, "y": 0.929 }, { "x": 72, "y": 0.94 }, { "x": 73, "y": 0.95 }, { "x": 74, "y": 0.955 }, { "x": 75, "y": 0.961 }, { "x": 76, "y": 0.966 }, { "x": 77, "y": 0.971 }, { "x": 78, "y": 0.977 }, { "x": 79, "y": 0.981 }, { "x": 80, "y": 0.986 }, { "x": 81, "y": 0.991 }, { "x": 82, "y": 0.996 }, { "x": 83, "y": 0.996 }, { "x": 84, "y": 0.997 }, { "x": 85, "y": 0.998 }, { "x": 86, "y": 0.999 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 }, { "x": 91, "y": 1 }, { "x": 92, "y": 1 }, { "x": 93, "y": 1 }, { "x": 94, "y": 1 }, { "x": 95, "y": 1 }, { "x": 96, "y": 1 }, { "x": 97, "y": 1 }, { "x": 98, "y": 1 }, { "x": 99, "y": 1 }, { "x": 100, "y": 1 } ] }, { "id": 164, "curve_id": "W4.35", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Steel, age 40, 13.7 m tall", "source_type": "Peer-reviewed", "source_abbrev": "Salman & Li (2016)", "source_detail": "Salman, A. M. and Li, Y.: Age-dependent fragility and life-cycle cost analysis of wood and steel power distribution poles subjected to hurricanes, Structure and Infrastructure Engineering, 12, 890–903, https://doi.org/10.1080/15732479.2015.1053949, 2016.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Flexural failure/pole breaking ", "source_data_type": "figure_given", "mu": 3.7301369326685658, "sigma": 0.20793256965729834, "method": "Curve fitting", "mu_sigma_quality": 0.99903234242589167, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.730, σ=0.208, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0.016 }, { "x": 22, "y": 0.02 }, { "x": 23, "y": 0.023 }, { "x": 24, "y": 0.027 }, { "x": 25, "y": 0.03 }, { "x": 26, "y": 0.037 }, { "x": 27, "y": 0.046 }, { "x": 28, "y": 0.055 }, { "x": 29, "y": 0.067 }, { "x": 30, "y": 0.087 }, { "x": 31, "y": 0.108 }, { "x": 32, "y": 0.128 }, { "x": 33, "y": 0.152 }, { "x": 34, "y": 0.181 }, { "x": 35, "y": 0.21 }, { "x": 36, "y": 0.239 }, { "x": 37, "y": 0.274 }, { "x": 38, "y": 0.331 }, { "x": 39, "y": 0.367 }, { "x": 40, "y": 0.4 }, { "x": 41, "y": 0.433 }, { "x": 42, "y": 0.482 }, { "x": 43, "y": 0.557 }, { "x": 44, "y": 0.595 }, { "x": 45, "y": 0.633 }, { "x": 46, "y": 0.669 }, { "x": 47, "y": 0.705 }, { "x": 48, "y": 0.74 }, { "x": 49, "y": 0.774 }, { "x": 50, "y": 0.806 }, { "x": 51, "y": 0.837 }, { "x": 52, "y": 0.868 }, { "x": 53, "y": 0.895 }, { "x": 54, "y": 0.91 }, { "x": 55, "y": 0.925 }, { "x": 56, "y": 0.94 }, { "x": 57, "y": 0.953 }, { "x": 58, "y": 0.963 }, { "x": 59, "y": 0.973 }, { "x": 60, "y": 0.983 }, { "x": 61, "y": 1 }, { "x": 62, "y": 1 }, { "x": 63, "y": 1 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 }, { "x": 86, "y": 1 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 }, { "x": 91, "y": 1 }, { "x": 92, "y": 1 }, { "x": 93, "y": 1 }, { "x": 94, "y": 1 }, { "x": 95, "y": 1 }, { "x": 96, "y": 1 }, { "x": 97, "y": 1 }, { "x": 98, "y": 1 }, { "x": 99, "y": 1 }, { "x": 100, "y": 1 } ] }, { "id": 165, "curve_id": "W4.36", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Steel, age 60, 13.7 m tall", "source_type": "Peer-reviewed", "source_abbrev": "Salman & Li (2016)", "source_detail": "Salman, A. M. and Li, Y.: Age-dependent fragility and life-cycle cost analysis of wood and steel power distribution poles subjected to hurricanes, Structure and Infrastructure Engineering, 12, 890–903, https://doi.org/10.1080/15732479.2015.1053949, 2016.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Flexural failure/pole breaking ", "source_data_type": "figure_given", "mu": 3.999132910498334, "sigma": 0.13087616962231011, "method": "Curve fitting", "mu_sigma_quality": 0.99983437952084209, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.999, σ=0.131, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0.013 }, { "x": 40, "y": 0.021 }, { "x": 41, "y": 0.028 }, { "x": 42, "y": 0.035 }, { "x": 43, "y": 0.044 }, { "x": 44, "y": 0.06 }, { "x": 45, "y": 0.076 }, { "x": 46, "y": 0.091 }, { "x": 47, "y": 0.126 }, { "x": 48, "y": 0.165 }, { "x": 49, "y": 0.212 }, { "x": 50, "y": 0.263 }, { "x": 51, "y": 0.314 }, { "x": 52, "y": 0.364 }, { "x": 53, "y": 0.412 }, { "x": 54, "y": 0.461 }, { "x": 55, "y": 0.509 }, { "x": 56, "y": 0.565 }, { "x": 57, "y": 0.623 }, { "x": 58, "y": 0.675 }, { "x": 59, "y": 0.716 }, { "x": 60, "y": 0.758 }, { "x": 61, "y": 0.801 }, { "x": 62, "y": 0.844 }, { "x": 63, "y": 0.869 }, { "x": 64, "y": 0.893 }, { "x": 65, "y": 0.917 }, { "x": 66, "y": 0.939 }, { "x": 67, "y": 0.957 }, { "x": 68, "y": 0.965 }, { "x": 69, "y": 0.972 }, { "x": 70, "y": 0.98 }, { "x": 71, "y": 0.988 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 }, { "x": 86, "y": 1 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 }, { "x": 91, "y": 1 }, { "x": 92, "y": 1 }, { "x": 93, "y": 1 }, { "x": 94, "y": 1 }, { "x": 95, "y": 1 }, { "x": 96, "y": 1 }, { "x": 97, "y": 1 }, { "x": 98, "y": 1 }, { "x": 99, "y": 1 }, { "x": 100, "y": 1 } ] }, { "id": 166, "curve_id": "E1.1", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Small power plants", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": -0.314119760508583, "sigma": 1.4266740358011756, "method": "Curve fitting", "mu_sigma_quality": 0.93290477934916916, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.314, σ=1.427, R²=0.933; Mu/sigma can be used for reconstruction (quality: 0.933); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00187591449773 }, { "x": 0.1, "y": 0.01763526745033 }, { "x": 0.15, "y": 0.04823896139522 }, { "x": 0.2, "y": 0.08530656881313 }, { "x": 0.25, "y": 0.12550938355801 }, { "x": 0.3, "y": 0.16820687317674 }, { "x": 0.35, "y": 0.21292246601333 }, { "x": 0.4, "y": 0.25879959491792 }, { "x": 0.45, "y": 0.3047807146227 }, { "x": 0.5, "y": 0.34984601647339 }, { "x": 0.55, "y": 0.39315299806187 }, { "x": 0.6, "y": 0.43408458900585 }, { "x": 0.65, "y": 0.47224254108726 }, { "x": 0.7, "y": 0.5074153808713 }, { "x": 0.75, "y": 0.53953859861999 }, { "x": 0.8, "y": 0.56865618777943 }, { "x": 0.85, "y": 0.59488747682153 }, { "x": 0.9, "y": 0.61840038911129 }, { "x": 0.95, "y": 0.63939088876141 }, { "x": 1, "y": 0.65806778994535 }, { "x": 1.05, "y": 0.6746419438738 }, { "x": 1.1, "y": 0.68931885588286 }, { "x": 1.15, "y": 0.70229390767333 }, { "x": 1.2, "y": 0.71374950605751 }, { "x": 1.25, "y": 0.72385362041953 }, { "x": 1.3, "y": 0.73275929421575 }, { "x": 1.35, "y": 0.74060481772184 }, { "x": 1.4, "y": 0.74751433058717 }, { "x": 1.45, "y": 0.75359868609168 }, { "x": 1.5, "y": 0.7589564573504 }, { "x": 1.55, "y": 0.76367500202662 }, { "x": 1.6, "y": 0.76783152899902 }, { "x": 1.65, "y": 0.77149413005406 }, { "x": 1.7, "y": 0.7747227537976 }, { "x": 1.75, "y": 0.77757010897934 }, { "x": 1.8, "y": 0.78008249137055 }, { "x": 1.85, "y": 0.78230053304581 }, { "x": 1.9, "y": 0.78425987600801 }, { "x": 1.95, "y": 0.78599177402531 }, { "x": 2, "y": 0.78752362765815 }, { "x": 2.05, "y": 0.78887945799584 }, { "x": 2.1, "y": 0.79008032477793 }, { "x": 2.15, "y": 0.79114469447681 }, { "x": 2.2, "y": 0.79208876365928 }, { "x": 2.25, "y": 0.79292674259237 }, { "x": 2.3, "y": 0.79367110365799 }, { "x": 2.35, "y": 0.79433279872443 }, { "x": 2.4, "y": 0.79492144920927 }, { "x": 2.45, "y": 0.79544551217322 }, { "x": 2.5, "y": 0.79591242541329 }, { "x": 2.55, "y": 0.79632873418252 }, { "x": 2.6, "y": 0.79670020185287 }, { "x": 2.65, "y": 0.79703190655775 }, { "x": 2.7, "y": 0.7973283256003 }, { "x": 2.75, "y": 0.79759340919098 }, { "x": 2.8, "y": 0.79783064488086 }, { "x": 2.85, "y": 0.79804311388346 }, { "x": 2.9, "y": 0.79823354032542 }, { "x": 2.95, "y": 0.79840433433239 }, { "x": 3, "y": 0.79855762973976 }, { "x": 3.05, "y": 0.79869531711561 }, { "x": 3.1, "y": 0.79881907269424 }, { "x": 3.15, "y": 0.79893038374096 }, { "x": 3.2, "y": 0.79903057080149 }, { "x": 3.25, "y": 0.79912080723037 }, { "x": 3.3, "y": 0.79920213634189 }, { "x": 3.35, "y": 0.79927548648253 }, { "x": 3.4, "y": 0.79934168428538 }, { "x": 3.45, "y": 0.79940146633351 }, { "x": 3.5, "y": 0.79945548943008 }, { "x": 3.55, "y": 0.79950433964777 }, { "x": 3.6, "y": 0.79954854030784 }, { "x": 3.65, "y": 0.79958855902038 }, { "x": 3.7, "y": 0.79962481390033 }, { "x": 3.75, "y": 0.79965767905962 }, { "x": 3.8, "y": 0.79968748946287 }, { "x": 3.85, "y": 0.79971454522354 }, { "x": 3.9, "y": 0.79973911540748 }, { "x": 3.94999999999999, "y": 0.79976144140268 }, { "x": 3.99999999999999, "y": 0.79978173990675 } ] }, { "id": 167, "curve_id": "E1.2", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Small power plants", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": -0.560434554782321, "sigma": 1.6305558076745605, "method": "Curve fitting", "mu_sigma_quality": 0.897644626638706, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.560, σ=1.631, R²=0.898; Mu/sigma can be used for reconstruction (quality: 0.898); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0018393641836 }, { "x": 0.1, "y": 0.02599154237602 }, { "x": 0.15, "y": 0.07179764349585 }, { "x": 0.2, "y": 0.12481883277189 }, { "x": 0.25, "y": 0.18145973343511 }, { "x": 0.3, "y": 0.24069940306674 }, { "x": 0.35, "y": 0.30064133531532 }, { "x": 0.4, "y": 0.35902672668451 }, { "x": 0.45, "y": 0.4139966983666 }, { "x": 0.5, "y": 0.46436729226418 }, { "x": 0.55, "y": 0.50958337318313 }, { "x": 0.6, "y": 0.54955839274435 }, { "x": 0.65, "y": 0.58450890579124 }, { "x": 0.7, "y": 0.61482274017775 }, { "x": 0.75, "y": 0.64096647471372 }, { "x": 0.8, "y": 0.66342586859999 }, { "x": 0.85, "y": 0.68267042903935 }, { "x": 0.9, "y": 0.69913434524289 }, { "x": 0.95, "y": 0.71320791397372 }, { "x": 1, "y": 0.72523535322847 }, { "x": 1.05, "y": 0.73551627815038 }, { "x": 1.1, "y": 0.74430909620581 }, { "x": 1.15, "y": 0.75183524581255 }, { "x": 1.2, "y": 0.75828364030805 }, { "x": 1.25, "y": 0.76381495870161 }, { "x": 1.3, "y": 0.76856559878879 }, { "x": 1.35, "y": 0.77265121371119 }, { "x": 1.4, "y": 0.77616981472343 }, { "x": 1.45, "y": 0.77920445712511 }, { "x": 1.5, "y": 0.78182554361632 }, { "x": 1.55, "y": 0.78409278650448 }, { "x": 1.6, "y": 0.78605687149315 }, { "x": 1.65, "y": 0.78776086386741 }, { "x": 1.7, "y": 0.78924139437408 }, { "x": 1.75, "y": 0.7905296579402 }, { "x": 1.8, "y": 0.79165225413436 }, { "x": 1.85, "y": 0.79263189425298 }, { "x": 1.9, "y": 0.79348799625463 }, { "x": 1.95, "y": 0.79423718552562 }, { "x": 2, "y": 0.79489371664316 }, { "x": 2.05, "y": 0.79546982888391 }, { "x": 2.1, "y": 0.79597604616845 }, { "x": 2.15, "y": 0.79642143039283 }, { "x": 2.2, "y": 0.79681379563561 }, { "x": 2.25, "y": 0.79715988950191 }, { "x": 2.3, "y": 0.79746554683994 }, { "x": 2.35, "y": 0.79773582020854 }, { "x": 2.4, "y": 0.79797509075902 }, { "x": 2.45, "y": 0.79818716259877 }, { "x": 2.5, "y": 0.79837534320643 }, { "x": 2.55, "y": 0.79854251205426 }, { "x": 2.6, "y": 0.79869117924712 }, { "x": 2.65, "y": 0.79882353569909 }, { "x": 2.7, "y": 0.7989414961273 }, { "x": 2.75, "y": 0.79904673594102 }, { "x": 2.8, "y": 0.79914072293545 }, { "x": 2.85, "y": 0.79922474455795 }, { "x": 2.9, "y": 0.79929993139631 }, { "x": 2.95, "y": 0.79936727743873 }, { "x": 3, "y": 0.79942765757185 }, { "x": 3.05, "y": 0.79948184271249 }, { "x": 3.1, "y": 0.79953051290949 }, { "x": 3.15, "y": 0.79957426870209 }, { "x": 3.2, "y": 0.79961364097876 }, { "x": 3.25, "y": 0.79964909954489 }, { "x": 3.3, "y": 0.79968106057704 }, { "x": 3.35, "y": 0.79970989311625 }, { "x": 3.4, "y": 0.79973592473064 }, { "x": 3.45, "y": 0.79975944645925 }, { "x": 3.5, "y": 0.7997807171331 }, { "x": 3.55, "y": 0.79979996715611 }, { "x": 3.6, "y": 0.79981740181701 }, { "x": 3.65, "y": 0.79983320419339 }, { "x": 3.7, "y": 0.79984753770094 }, { "x": 3.75, "y": 0.7998605483334 }, { "x": 3.8, "y": 0.7998723666328 }, { "x": 3.85, "y": 0.79988310942425 }, { "x": 3.9, "y": 0.79989288134481 }, { "x": 3.94999999999999, "y": 0.79990177619227 }, { "x": 3.99999999999999, "y": 0.79990987811616 } ] }, { "id": 168, "curve_id": "E1.3", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Medium/large power plants", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": -0.163157041457347, "sigma": 1.3595535486111416, "method": "Curve fitting", "mu_sigma_quality": 0.95849232394812978, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.163, σ=1.360, R²=0.958; Mu/sigma can be used for reconstruction (quality: 0.958); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00175423133075 }, { "x": 0.1, "y": 0.0142217498797 }, { "x": 0.15, "y": 0.0382932018148 }, { "x": 0.2, "y": 0.06985460467818 }, { "x": 0.25, "y": 0.10580914961678 }, { "x": 0.3, "y": 0.1443585280966 }, { "x": 0.35, "y": 0.18430317214507 }, { "x": 0.4, "y": 0.22470958909832 }, { "x": 0.45, "y": 0.26481611942068 }, { "x": 0.5, "y": 0.30401296665268 }, { "x": 0.55, "y": 0.34183324024224 }, { "x": 0.6, "y": 0.37793982138554 }, { "x": 0.65, "y": 0.41210781996242 }, { "x": 0.7, "y": 0.44420529154337 }, { "x": 0.75, "y": 0.47417446308086 }, { "x": 0.8, "y": 0.50201477991456 }, { "x": 0.85, "y": 0.52776834362575 }, { "x": 0.9, "y": 0.55150784275168 }, { "x": 0.95, "y": 0.57332682244503 }, { "x": 1, "y": 0.59333202008749 }, { "x": 1.05, "y": 0.61163745565787 }, { "x": 1.1, "y": 0.62835997169995 }, { "x": 1.15, "y": 0.64361594562512 }, { "x": 1.2, "y": 0.65751893372987 }, { "x": 1.25, "y": 0.67017804442662 }, { "x": 1.3, "y": 0.68169687400377 }, { "x": 1.35, "y": 0.69217287003039 }, { "x": 1.4, "y": 0.70169701475513 }, { "x": 1.45, "y": 0.71035374360011 }, { "x": 1.5, "y": 0.71822103251247 }, { "x": 1.55, "y": 0.72537060302972 }, { "x": 1.6, "y": 0.73186820598306 }, { "x": 1.65, "y": 0.7377739543196 }, { "x": 1.7, "y": 0.74314268302782 }, { "x": 1.75, "y": 0.74802431999539 }, { "x": 1.8, "y": 0.75246425614592 }, { "x": 1.85, "y": 0.75650370666646 }, { "x": 1.9, "y": 0.76018005777176 }, { "x": 1.95, "y": 0.7635271954369 }, { "x": 2, "y": 0.76657581400885 }, { "x": 2.05, "y": 0.76935370369538 }, { "x": 2.1, "y": 0.77188601671697 }, { "x": 2.15, "y": 0.77419551246339 }, { "x": 2.2, "y": 0.77630278237951 }, { "x": 2.25, "y": 0.77822645555499 }, { "x": 2.3, "y": 0.77998338614549 }, { "x": 2.35, "y": 0.78158882383329 }, { "x": 2.4, "y": 0.78305656856353 }, { "x": 2.45, "y": 0.78439911078264 }, { "x": 2.5, "y": 0.78562775837061 }, { "x": 2.55, "y": 0.78675275140629 }, { "x": 2.6, "y": 0.78778336584166 }, { "x": 2.65, "y": 0.78872800709164 }, { "x": 2.7, "y": 0.78959429447439 }, { "x": 2.75, "y": 0.79038913736471 }, { "x": 2.8, "y": 0.79111880385308 }, { "x": 2.85, "y": 0.79178898263507 }, { "x": 2.9, "y": 0.79240483879199 }, { "x": 2.95, "y": 0.79297106406336 }, { "x": 3, "y": 0.79349192215623 }, { "x": 3.05, "y": 0.79397128958435 }, { "x": 3.1, "y": 0.79441269248313 }, { "x": 3.15, "y": 0.79481933980253 }, { "x": 3.2, "y": 0.79519415324078 }, { "x": 3.25, "y": 0.79553979424551 }, { "x": 3.3, "y": 0.7958586883764 }, { "x": 3.35, "y": 0.79615304729392 }, { "x": 3.4, "y": 0.79642488861192 }, { "x": 3.45, "y": 0.79667605382798 }, { "x": 3.5, "y": 0.79690822452344 }, { "x": 3.55, "y": 0.79712293700582 }, { "x": 3.6, "y": 0.79732159554865 }, { "x": 3.65, "y": 0.79750548436792 }, { "x": 3.7, "y": 0.79767577846025 }, { "x": 3.75, "y": 0.79783355341533 }, { "x": 3.8, "y": 0.79797979430334 }, { "x": 3.85, "y": 0.79811540372835 }, { "x": 3.9, "y": 0.79824120912919 }, { "x": 3.94999999999999, "y": 0.798357969401 }, { "x": 3.99999999999999, "y": 0.79846638090361 } ] }, { "id": 169, "curve_id": "E1.4", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Medium/large power plants", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": -0.295422666388725, "sigma": 1.4093356145391596, "method": "Curve fitting", "mu_sigma_quality": 0.93414065019684467, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.295, σ=1.409, R²=0.934; Mu/sigma can be used for reconstruction (quality: 0.934); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00173504034907 }, { "x": 0.1, "y": 0.01581108031485 }, { "x": 0.15, "y": 0.04395536692517 }, { "x": 0.2, "y": 0.0794690044883 }, { "x": 0.25, "y": 0.11880077992988 }, { "x": 0.3, "y": 0.1609380356472 }, { "x": 0.35, "y": 0.20523597670558 }, { "x": 0.4, "y": 0.25080017141494 }, { "x": 0.45, "y": 0.29657873777462 }, { "x": 0.5, "y": 0.34156007133395 }, { "x": 0.55, "y": 0.38490050038428 }, { "x": 0.6, "y": 0.42597250705284 }, { "x": 0.65, "y": 0.46436155494295 }, { "x": 0.7, "y": 0.49983746539391 }, { "x": 0.75, "y": 0.53231707957764 }, { "x": 0.8, "y": 0.56182729137447 }, { "x": 0.85, "y": 0.58847262248132 }, { "x": 0.9, "y": 0.61240872463901 }, { "x": 0.95, "y": 0.63382176528169 }, { "x": 1, "y": 0.65291301321775 }, { "x": 1.05, "y": 0.66988772898426 }, { "x": 1.1, "y": 0.68494746750177 }, { "x": 1.15, "y": 0.69828499941536 }, { "x": 1.2, "y": 0.71008118846681 }, { "x": 1.25, "y": 0.72050329360688 }, { "x": 1.3, "y": 0.72970428209517 }, { "x": 1.35, "y": 0.7378228386465 }, { "x": 1.4, "y": 0.7449838355394 }, { "x": 1.45, "y": 0.75129909138802 }, { "x": 1.5, "y": 0.75686829462828 }, { "x": 1.55, "y": 0.76178000437742 }, { "x": 1.6, "y": 0.7661126686408 }, { "x": 1.65, "y": 0.76993561994044 }, { "x": 1.7, "y": 0.77331002302744 }, { "x": 1.75, "y": 0.77628975976911 }, { "x": 1.8, "y": 0.77892224362776 }, { "x": 1.85, "y": 0.78124916118453 }, { "x": 1.9, "y": 0.78330714152711 }, { "x": 1.95, "y": 0.78512835647783 }, { "x": 2, "y": 0.78674105593748 }, { "x": 2.05, "y": 0.7881700433146 }, { "x": 2.1, "y": 0.78943709628949 }, { "x": 2.15, "y": 0.79056133816235 }, { "x": 2.2, "y": 0.79155956485539 }, { "x": 2.25, "y": 0.79244653234789 }, { "x": 2.3, "y": 0.79323520897207 }, { "x": 2.35, "y": 0.79393699661822 }, { "x": 2.4, "y": 0.79456192451432 }, { "x": 2.45, "y": 0.7951188188722 }, { "x": 2.5, "y": 0.79561545133892 }, { "x": 2.55, "y": 0.79605866886346 }, { "x": 2.6, "y": 0.79645450728762 }, { "x": 2.65, "y": 0.79680829069747 }, { "x": 2.7, "y": 0.7971247183255 }, { "x": 2.75, "y": 0.79740794057529 }, { "x": 2.8, "y": 0.79766162554506 }, { "x": 2.85, "y": 0.79788901725451 }, { "x": 2.9, "y": 0.79809298662767 }, { "x": 2.95, "y": 0.79827607615049 }, { "x": 3, "y": 0.79844053900535 }, { "x": 3.05, "y": 0.7985883733819 }, { "x": 3.1, "y": 0.79872135257406 }, { "x": 3.15, "y": 0.79884105139502 }, { "x": 3.2, "y": 0.79894886937348 }, { "x": 3.25, "y": 0.79904605113544 }, { "x": 3.3, "y": 0.79913370432355 }, { "x": 3.35, "y": 0.79921281536129 }, { "x": 3.4, "y": 0.79928426332985 }, { "x": 3.45, "y": 0.79934883219141 }, { "x": 3.5, "y": 0.79940722156281 }, { "x": 3.55, "y": 0.7994600562178 }, { "x": 3.6, "y": 0.79950789447329 }, { "x": 3.65, "y": 0.79955123559568 }, { "x": 3.7, "y": 0.79959052634606 }, { "x": 3.75, "y": 0.79962616676827 }, { "x": 3.8, "y": 0.79965851531087 }, { "x": 3.85, "y": 0.79968789336267 }, { "x": 3.9, "y": 0.7997145892716 }, { "x": 3.94999999999999, "y": 0.79973886190822 }, { "x": 3.99999999999999, "y": 0.79976094382763 } ] }, { "id": 170, "curve_id": "E12.1", "sector": "Telecommunications", "ci_type": "Others", "ci_desc": "Central offices and broadcasting stations", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.0943406807020107, "sigma": 1.319824731824643, "method": "Curve fitting", "mu_sigma_quality": 0.98415900351796526, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.094, σ=1.320, R²=0.984; Mu/sigma can be used for reconstruction (quality: 0.984); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00086097257893 }, { "x": 0.1, "y": 0.00712453872731 }, { "x": 0.15, "y": 0.02285664750096 }, { "x": 0.2, "y": 0.04734613483205 }, { "x": 0.25, "y": 0.07757266872889 }, { "x": 0.3, "y": 0.110798593371 }, { "x": 0.35, "y": 0.14513626176742 }, { "x": 0.4, "y": 0.17940998600724 }, { "x": 0.45, "y": 0.21292412040462 }, { "x": 0.5, "y": 0.24528382515351 }, { "x": 0.55, "y": 0.27627788731152 }, { "x": 0.6, "y": 0.30580638247723 }, { "x": 0.65, "y": 0.3338368373461 }, { "x": 0.7, "y": 0.36037769726523 }, { "x": 0.75, "y": 0.3854621483925 }, { "x": 0.8, "y": 0.40913813469417 }, { "x": 0.85, "y": 0.43146210920979 }, { "x": 0.9, "y": 0.45249506390489 }, { "x": 0.95, "y": 0.4722999712853 }, { "x": 1, "y": 0.49094011619555 }, { "x": 1.05, "y": 0.50847799981255 }, { "x": 1.1, "y": 0.52497461896246 }, { "x": 1.15, "y": 0.54048899673179 }, { "x": 1.2, "y": 0.55507788470795 }, { "x": 1.25, "y": 0.56879558459142 }, { "x": 1.3, "y": 0.58169385412509 }, { "x": 1.35, "y": 0.59382187328 }, { "x": 1.4, "y": 0.60522625380243 }, { "x": 1.45, "y": 0.6159510800004 }, { "x": 1.5, "y": 0.62603797190146 }, { "x": 1.55, "y": 0.6355261641849 }, { "x": 1.6, "y": 0.64445259591573 }, { "x": 1.65, "y": 0.65285200729526 }, { "x": 1.7, "y": 0.66075704052983 }, { "x": 1.75, "y": 0.66819834259323 }, { "x": 1.8, "y": 0.67520466817862 }, { "x": 1.85, "y": 0.6818029815418 }, { "x": 1.9, "y": 0.68801855625762 }, { "x": 1.95, "y": 0.69387507216499 }, { "x": 2, "y": 0.69939470897729 }, { "x": 2.05, "y": 0.70459823619571 }, { "x": 2.1, "y": 0.70950509909012 }, { "x": 2.15, "y": 0.7141335006134 }, { "x": 2.2, "y": 0.71850047919442 }, { "x": 2.25, "y": 0.72262198241713 }, { "x": 2.3, "y": 0.72651293664085 }, { "x": 2.35, "y": 0.73018731265369 }, { "x": 2.4, "y": 0.73365818747766 }, { "x": 2.45, "y": 0.73693780246409 }, { "x": 2.5, "y": 0.74003761783086 }, { "x": 2.55, "y": 0.7429683638021 }, { "x": 2.6, "y": 0.74574008851527 }, { "x": 2.65, "y": 0.74836220286246 }, { "x": 2.7, "y": 0.75084352243177 }, { "x": 2.75, "y": 0.75319230671225 }, { "x": 2.8, "y": 0.75541629572146 }, { "x": 2.85, "y": 0.75752274421025 }, { "x": 2.9, "y": 0.7595184535929 }, { "x": 2.95, "y": 0.76140980174494 }, { "x": 3, "y": 0.76320277080422 }, { "x": 3.05, "y": 0.76490297310386 }, { "x": 3.1, "y": 0.76651567535915 }, { "x": 3.15, "y": 0.7680458212236 }, { "x": 3.2, "y": 0.76949805232256 }, { "x": 3.25, "y": 0.77087672786678 }, { "x": 3.3, "y": 0.77218594294144 }, { "x": 3.35, "y": 0.77342954556089 }, { "x": 3.4, "y": 0.77461115257295 }, { "x": 3.45, "y": 0.77573416449164 }, { "x": 3.5, "y": 0.77680177933183 }, { "x": 3.55, "y": 0.77781700551445 }, { "x": 3.6, "y": 0.77878267390623 }, { "x": 3.65, "y": 0.77970144905381 }, { "x": 3.7, "y": 0.78057583966765 }, { "x": 3.75, "y": 0.78140820840757 }, { "x": 3.8, "y": 0.78220078101832 }, { "x": 3.85, "y": 0.78295565485968 }, { "x": 3.9, "y": 0.78367480687313 }, { "x": 3.94999999999999, "y": 0.78436010102383 }, { "x": 3.99999999999999, "y": 0.78501329525385 } ] }, { "id": 171, "curve_id": "E12.2", "sector": "Telecommunications", "ci_type": "Others", "ci_desc": "Central offices and broadcasting stations", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": -0.122137014976093, "sigma": 1.4306631137155894, "method": "Curve fitting", "mu_sigma_quality": 0.97330729290982354, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.122, σ=1.431, R²=0.973; Mu/sigma can be used for reconstruction (quality: 0.973); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00052327330334 }, { "x": 0.1, "y": 0.0088506501144 }, { "x": 0.15, "y": 0.03423149653151 }, { "x": 0.2, "y": 0.07385021252406 }, { "x": 0.25, "y": 0.11960032649442 }, { "x": 0.3, "y": 0.16577450115504 }, { "x": 0.35, "y": 0.2097480078027 }, { "x": 0.4, "y": 0.25070017195347 }, { "x": 0.45, "y": 0.28860102410014 }, { "x": 0.5, "y": 0.32368736272002 }, { "x": 0.55, "y": 0.3562420591987 }, { "x": 0.6, "y": 0.38651865728804 }, { "x": 0.65, "y": 0.41472578592597 }, { "x": 0.7, "y": 0.44103227745028 }, { "x": 0.75, "y": 0.46557706116431 }, { "x": 0.8, "y": 0.4884782128614 }, { "x": 0.85, "y": 0.509839728549 }, { "x": 0.9, "y": 0.52975610016119 }, { "x": 0.95, "y": 0.54831519125188 }, { "x": 1, "y": 0.56559992951248 }, { "x": 1.05, "y": 0.58168923141583 }, { "x": 1.1, "y": 0.59665845802437 }, { "x": 1.15, "y": 0.61057960372397 }, { "x": 1.2, "y": 0.62352134748894 }, { "x": 1.25, "y": 0.63554904612742 }, { "x": 1.3, "y": 0.64672471557103 }, { "x": 1.35, "y": 0.65710702481655 }, { "x": 1.4, "y": 0.66675131380777 }, { "x": 1.45, "y": 0.67570963860932 }, { "x": 1.5, "y": 0.68403084276253 }, { "x": 1.55, "y": 0.69176065143495 }, { "x": 1.6, "y": 0.69894178403176 }, { "x": 1.65, "y": 0.70561408077511 }, { "x": 1.7, "y": 0.71181463902737 }, { "x": 1.75, "y": 0.71757795561649 }, { "x": 1.8, "y": 0.72293607198567 }, { "x": 1.85, "y": 0.72791871955672 }, { "x": 1.9, "y": 0.73255346322621 }, { "x": 1.95, "y": 0.73686584138549 }, { "x": 2, "y": 0.74087950126196 }, { "x": 2.05, "y": 0.74461632872093 }, { "x": 2.1, "y": 0.74809657194937 }, { "x": 2.15, "y": 0.75133895867046 }, { "x": 2.2, "y": 0.75436080671944 }, { "x": 2.25, "y": 0.75717812795312 }, { "x": 2.3, "y": 0.75980572557364 }, { "x": 2.35, "y": 0.76225728502877 }, { "x": 2.4, "y": 0.76454545870987 }, { "x": 2.45, "y": 0.76668194470977 }, { "x": 2.5, "y": 0.76867755992982 }, { "x": 2.55, "y": 0.77054230784087 }, { "x": 2.6, "y": 0.77228544120994 }, { "x": 2.65, "y": 0.77391552010451 }, { "x": 2.7, "y": 0.77544046548152 }, { "x": 2.75, "y": 0.77686760865991 }, { "x": 2.8, "y": 0.77820373696397 }, { "x": 2.85, "y": 0.77945513581248 }, { "x": 2.9, "y": 0.78062762751395 }, { "x": 2.95, "y": 0.78172660701419 }, { "x": 3, "y": 0.78275707482714 }, { "x": 3.05, "y": 0.78372366736554 }, { "x": 3.1, "y": 0.78463068487313 }, { "x": 3.15, "y": 0.78548211714648 }, { "x": 3.2, "y": 0.78628166722067 }, { "x": 3.25, "y": 0.78703277318069 }, { "x": 3.3, "y": 0.78773862824797 }, { "x": 3.35, "y": 0.78840219928026 }, { "x": 3.4, "y": 0.78902624381229 }, { "x": 3.45, "y": 0.78961332575475 }, { "x": 3.5, "y": 0.79016582985973 }, { "x": 3.55, "y": 0.79068597505225 }, { "x": 3.6, "y": 0.79117582671938 }, { "x": 3.65, "y": 0.79163730804117 }, { "x": 3.7, "y": 0.79207221044072 }, { "x": 3.75, "y": 0.79248220322431 }, { "x": 3.8, "y": 0.79286884247705 }, { "x": 3.85, "y": 0.79323357927359 }, { "x": 3.9, "y": 0.79357776725919 }, { "x": 3.94999999999999, "y": 0.79390266965131 }, { "x": 3.99999999999999, "y": 0.79420946570825 } ] }, { "id": 172, "curve_id": "E13.1", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground concrete tank, anchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.43060223758078775, "sigma": 1.1445280817510735, "method": "Curve fitting", "mu_sigma_quality": 0.99186861744847343, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.431, σ=1.145, R²=0.992; Mu/sigma can be used for reconstruction (quality: 0.992); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 7.489929847E-05 }, { "x": 0.1, "y": 0.00180917609725 }, { "x": 0.15, "y": 0.00745504394841 }, { "x": 0.2, "y": 0.01718753364616 }, { "x": 0.25, "y": 0.03038304191067 }, { "x": 0.3, "y": 0.04642536611113 }, { "x": 0.35, "y": 0.06479392406833 }, { "x": 0.4, "y": 0.08502339812284 }, { "x": 0.45, "y": 0.10668146977412 }, { "x": 0.5, "y": 0.12936791785969 }, { "x": 0.55, "y": 0.15272111189534 }, { "x": 0.6, "y": 0.17642380759932 }, { "x": 0.65, "y": 0.20020564130947 }, { "x": 0.7, "y": 0.2238423724323 }, { "x": 0.75, "y": 0.24715279408728 }, { "x": 0.8, "y": 0.26999430031588 }, { "x": 0.85, "y": 0.29225789199071 }, { "x": 0.9, "y": 0.31386315416403 }, { "x": 0.95, "y": 0.33475352736985 }, { "x": 1, "y": 0.3548920422087 }, { "x": 1.05, "y": 0.37425758448073 }, { "x": 1.1, "y": 0.39284169502811 }, { "x": 1.15, "y": 0.41064587258618 }, { "x": 1.2, "y": 0.42767933003047 }, { "x": 1.25, "y": 0.44395714773086 }, { "x": 1.3, "y": 0.45949876769628 }, { "x": 1.35, "y": 0.47432677581043 }, { "x": 1.4, "y": 0.48846592482371 }, { "x": 1.45, "y": 0.50194235672912 }, { "x": 1.5, "y": 0.51478298904805 }, { "x": 1.55, "y": 0.52701503503055 }, { "x": 1.6, "y": 0.53866563267305 }, { "x": 1.65, "y": 0.54976156172348 }, { "x": 1.7, "y": 0.56032903149555 }, { "x": 1.75, "y": 0.57039352539839 }, { "x": 1.8, "y": 0.57997969066716 }, { "x": 1.85, "y": 0.58911126392245 }, { "x": 1.9, "y": 0.59781102495391 }, { "x": 1.95, "y": 0.60610077257664 }, { "x": 2, "y": 0.61400131759813 }, { "x": 2.05, "y": 0.62153248890474 }, { "x": 2.1, "y": 0.62871314946727 }, { "x": 2.15, "y": 0.63556121970783 }, { "x": 2.2, "y": 0.64209370619107 }, { "x": 2.25, "y": 0.64832673402492 }, { "x": 2.3, "y": 0.65427558169679 }, { "x": 2.35, "y": 0.65995471734643 }, { "x": 2.4, "y": 0.66537783569788 }, { "x": 2.45, "y": 0.6705578950514 }, { "x": 2.5, "y": 0.67550715387858 }, { "x": 2.55, "y": 0.68023720667845 }, { "x": 2.6, "y": 0.68475901884309 }, { "x": 2.65, "y": 0.68908296035375 }, { "x": 2.7, "y": 0.69321883818569 }, { "x": 2.75, "y": 0.69717592734482 }, { "x": 2.8, "y": 0.70096300049458 }, { "x": 2.85, "y": 0.70458835615851 }, { "x": 2.9, "y": 0.70805984550516 }, { "x": 2.95, "y": 0.71138489773747 }, { "x": 3, "y": 0.7145705441208 }, { "x": 3.05, "y": 0.71762344069208 }, { "x": 3.1, "y": 0.72054988969867 }, { "x": 3.15, "y": 0.72335585981918 }, { "x": 3.2, "y": 0.72604700522117 }, { "x": 3.25, "y": 0.72862868351136 }, { "x": 3.3, "y": 0.73110597263442 }, { "x": 3.35, "y": 0.73348368677563 }, { "x": 3.4, "y": 0.73576639132147 }, { "x": 3.45, "y": 0.737958416931 }, { "x": 3.5, "y": 0.74006387276859 }, { "x": 3.55, "y": 0.74208665894695 }, { "x": 3.6, "y": 0.74403047822691 }, { "x": 3.65, "y": 0.74589884701841 }, { "x": 3.7, "y": 0.74769510572491 }, { "x": 3.75, "y": 0.74942242847101 }, { "x": 3.8, "y": 0.7510838322511 }, { "x": 3.85, "y": 0.75268218553459 }, { "x": 3.9, "y": 0.75422021636135 }, { "x": 3.94999999999999, "y": 0.7557005199587 }, { "x": 3.99999999999999, "y": 0.75712556590988 } ] }, { "id": 173, "curve_id": "E13.2", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground concrete tank, unanchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.060529547840900075, "sigma": 1.1967131578661498, "method": "Curve fitting", "mu_sigma_quality": 0.9698331077298471, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.061, σ=1.197, R²=0.970; Mu/sigma can be used for reconstruction (quality: 0.970); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00032955753364 }, { "x": 0.1, "y": 0.00453038724126 }, { "x": 0.15, "y": 0.01458586424385 }, { "x": 0.2, "y": 0.02998267539873 }, { "x": 0.25, "y": 0.05033455148119 }, { "x": 0.3, "y": 0.07526138105186 }, { "x": 0.35, "y": 0.10412618022951 }, { "x": 0.4, "y": 0.13606313331006 }, { "x": 0.45, "y": 0.17011516782205 }, { "x": 0.5, "y": 0.20535873970198 }, { "x": 0.55, "y": 0.24098098998999 }, { "x": 0.6, "y": 0.27631345943674 }, { "x": 0.65, "y": 0.31083647197265 }, { "x": 0.7, "y": 0.34416710196166 }, { "x": 0.75, "y": 0.37603977306472 }, { "x": 0.8, "y": 0.40628498685664 }, { "x": 0.85, "y": 0.43480914272073 }, { "x": 0.9, "y": 0.46157680652586 }, { "x": 0.95, "y": 0.48659585618095 }, { "x": 1, "y": 0.50990543914241 }, { "x": 1.05, "y": 0.53156644658246 }, { "x": 1.1, "y": 0.55165412720636 }, { "x": 1.15, "y": 0.57025246045373 }, { "x": 1.2, "y": 0.58744994288742 }, { "x": 1.25, "y": 0.60333648994782 }, { "x": 1.3, "y": 0.61800120577909 }, { "x": 1.35, "y": 0.63153082064152 }, { "x": 1.4, "y": 0.6440086361287 }, { "x": 1.45, "y": 0.65551385247394 }, { "x": 1.5, "y": 0.66612118003246 }, { "x": 1.55, "y": 0.67590065932173 }, { "x": 1.6, "y": 0.6849176316567 }, { "x": 1.65, "y": 0.69323281626292 }, { "x": 1.7, "y": 0.70090246052846 }, { "x": 1.75, "y": 0.70797853839433 }, { "x": 1.8, "y": 0.71450897830011 }, { "x": 1.85, "y": 0.72053790701622 }, { "x": 1.9, "y": 0.72610589944104 }, { "x": 1.95, "y": 0.73125022728326 }, { "x": 2, "y": 0.73600510169517 }, { "x": 2.05, "y": 0.74040190653155 }, { "x": 2.1, "y": 0.74446942010751 }, { "x": 2.15, "y": 0.74823402421366 }, { "x": 2.2, "y": 0.75171989979306 }, { "x": 2.25, "y": 0.75494920914962 }, { "x": 2.3, "y": 0.75794226488576 }, { "x": 2.35, "y": 0.76071768599255 }, { "x": 2.4, "y": 0.7632925416642 }, { "x": 2.45, "y": 0.76568248350022 }, { "x": 2.5, "y": 0.76790186680822 }, { "x": 2.55, "y": 0.7699638617398 }, { "x": 2.6, "y": 0.77188055498937 }, { "x": 2.65, "y": 0.77366304276858 }, { "x": 2.7, "y": 0.77532151574099 }, { "x": 2.75, "y": 0.77686533656787 }, { "x": 2.8, "y": 0.77830311067744 }, { "x": 2.85, "y": 0.77964275083056 }, { "x": 2.9, "y": 0.7808915360151 }, { "x": 2.95, "y": 0.78205616516185 }, { "x": 3, "y": 0.78314280613618 }, { "x": 3.05, "y": 0.784157140423 }, { "x": 3.1, "y": 0.78510440388811 }, { "x": 3.15, "y": 0.785989423966 }, { "x": 3.2, "y": 0.78681665359449 }, { "x": 3.25, "y": 0.78759020218806 }, { "x": 3.3, "y": 0.78831386391602 }, { "x": 3.35, "y": 0.78899114352776 }, { "x": 3.4, "y": 0.7896252799457 }, { "x": 3.45, "y": 0.7902192678261 }, { "x": 3.5, "y": 0.79077587727023 }, { "x": 3.55, "y": 0.79129767185125 }, { "x": 3.6, "y": 0.79178702510736 }, { "x": 3.65, "y": 0.79224613563767 }, { "x": 3.7, "y": 0.79267704092509 }, { "x": 3.75, "y": 0.79308162999878 }, { "x": 3.8, "y": 0.79346165503868 }, { "x": 3.85, "y": 0.79381874201508 }, { "x": 3.9, "y": 0.79415440044779 }, { "x": 3.94999999999999, "y": 0.79447003236169 }, { "x": 3.99999999999999, "y": 0.79476694050858 } ] }, { "id": 174, "curve_id": "E13.3", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground steel tank, anchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.522360017234596, "sigma": 0.98690544980157557, "method": "Curve fitting", "mu_sigma_quality": 0.99314113484840716, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.522, σ=0.987, R²=0.993; Mu/sigma can be used for reconstruction (quality: 0.993); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.497690644E-05 }, { "x": 0.1, "y": 0.00043174522634 }, { "x": 0.15, "y": 0.0021114430113 }, { "x": 0.2, "y": 0.0057794129026 }, { "x": 0.25, "y": 0.01189277063902 }, { "x": 0.3, "y": 0.02062282373586 }, { "x": 0.35, "y": 0.03190738902759 }, { "x": 0.4, "y": 0.04553344599223 }, { "x": 0.45, "y": 0.06120904774955 }, { "x": 0.5, "y": 0.07861291927358 }, { "x": 0.55, "y": 0.09742462955096 }, { "x": 0.6, "y": 0.11734131193475 }, { "x": 0.65, "y": 0.13808597728094 }, { "x": 0.7, "y": 0.15941085652099 }, { "x": 0.75, "y": 0.18109791072046 }, { "x": 0.8, "y": 0.20295778252586 }, { "x": 0.85, "y": 0.22482793332888 }, { "x": 0.9, "y": 0.24657039813421 }, { "x": 0.95, "y": 0.26806940859459 }, { "x": 1, "y": 0.28922902914121 }, { "x": 1.05, "y": 0.30997088909889 }, { "x": 1.1, "y": 0.33023205654767 }, { "x": 1.15, "y": 0.34996307700895 }, { "x": 1.2, "y": 0.36912618591771 }, { "x": 1.25, "y": 0.38769369496031 }, { "x": 1.3, "y": 0.40564654678399 }, { "x": 1.35, "y": 0.42297302916879 }, { "x": 1.4, "y": 0.43966763778329 }, { "x": 1.45, "y": 0.45573007566146 }, { "x": 1.5, "y": 0.4711643772283 }, { "x": 1.55, "y": 0.48597814485207 }, { "x": 1.6, "y": 0.50018188635572 }, { "x": 1.65, "y": 0.51378844256976 }, { "x": 1.7, "y": 0.52681249477214 }, { "x": 1.75, "y": 0.53927014267966 }, { "x": 1.8, "y": 0.55117854448938 }, { "x": 1.85, "y": 0.56255561128757 }, { "x": 1.9, "y": 0.57341974892989 }, { "x": 1.95, "y": 0.58378964123629 }, { "x": 2, "y": 0.59368406903109 }, { "x": 2.05, "y": 0.60312176018959 }, { "x": 2.1, "y": 0.61212126642628 }, { "x": 2.15, "y": 0.62070086307792 }, { "x": 2.2, "y": 0.62887846859981 }, { "x": 2.25, "y": 0.6366715809086 }, { "x": 2.3, "y": 0.6440972280739 }, { "x": 2.35, "y": 0.65117193118735 }, { "x": 2.4, "y": 0.65791167752607 }, { "x": 2.45, "y": 0.66433190238036 }, { "x": 2.5, "y": 0.67044747813824 }, { "x": 2.55, "y": 0.67627270941343 }, { "x": 2.6, "y": 0.68182133317358 }, { "x": 2.65, "y": 0.68710652297344 }, { "x": 2.7, "y": 0.69214089652638 }, { "x": 2.75, "y": 0.69693652595968 }, { "x": 2.8, "y": 0.70150495019593 }, { "x": 2.85, "y": 0.7058571889869 }, { "x": 2.9, "y": 0.71000375819875 }, { "x": 2.95, "y": 0.7139546860102 }, { "x": 3, "y": 0.71771952973933 }, { "x": 3.05, "y": 0.72130739306106 }, { "x": 3.1, "y": 0.72472694341726 }, { "x": 3.15, "y": 0.72798642945595 }, { "x": 3.2, "y": 0.73109369836498 }, { "x": 3.25, "y": 0.73405621299099 }, { "x": 3.3, "y": 0.73688106865559 }, { "x": 3.35, "y": 0.73957500959897 }, { "x": 3.4, "y": 0.74214444499655 }, { "x": 3.45, "y": 0.74459546450731 }, { "x": 3.5, "y": 0.74693385332342 }, { "x": 3.55, "y": 0.74916510670013 }, { "x": 3.6, "y": 0.7512944439524 }, { "x": 3.65, "y": 0.75332682191142 }, { "x": 3.7, "y": 0.7552669478394 }, { "x": 3.75, "y": 0.7571192918051 }, { "x": 3.8, "y": 0.75888809852674 }, { "x": 3.85, "y": 0.76057739869113 }, { "x": 3.9, "y": 0.76219101976055 }, { "x": 3.94999999999999, "y": 0.76373259628054 }, { "x": 3.99999999999999, "y": 0.76520557970316 } ] }, { "id": 175, "curve_id": "E13.4", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground steel tank, unanchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.0106773130894884, "sigma": 1.3370320617521922, "method": "Curve fitting", "mu_sigma_quality": 0.97720480061956772, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.011, σ=1.337, R²=0.977; Mu/sigma can be used for reconstruction (quality: 0.977); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00131357573221 }, { "x": 0.1, "y": 0.01103544542751 }, { "x": 0.15, "y": 0.03025911830568 }, { "x": 0.2, "y": 0.05653145325583 }, { "x": 0.25, "y": 0.08749986472636 }, { "x": 0.3, "y": 0.12131972345776 }, { "x": 0.35, "y": 0.15659874457962 }, { "x": 0.4, "y": 0.19230576773317 }, { "x": 0.45, "y": 0.22769233665301 }, { "x": 0.5, "y": 0.26222902620928 }, { "x": 0.55, "y": 0.29555427403648 }, { "x": 0.6, "y": 0.32743366193284 }, { "x": 0.65, "y": 0.35772788203596 }, { "x": 0.7, "y": 0.38636781802301 }, { "x": 0.75, "y": 0.41333535783726 }, { "x": 0.8, "y": 0.43864875320617003 }, { "x": 0.85, "y": 0.46235154085252 }, { "x": 0.9, "y": 0.48450422591468 }, { "x": 0.95, "y": 0.50517809064965 }, { "x": 1, "y": 0.52445062793983 }, { "x": 1.05, "y": 0.54240221030743 }, { "x": 1.1, "y": 0.55911369387619 }, { "x": 1.15, "y": 0.57466472651503 }, { "x": 1.2, "y": 0.58913258373289 }, { "x": 1.25, "y": 0.60259139788631 }, { "x": 1.3, "y": 0.61511167854825 }, { "x": 1.35, "y": 0.62676004662067 }, { "x": 1.4, "y": 0.63759912367153 }, { "x": 1.45, "y": 0.64768753238922 }, { "x": 1.5, "y": 0.65707997502115 }, { "x": 1.55, "y": 0.66582736500964 }, { "x": 1.6, "y": 0.67397699337743 }, { "x": 1.65, "y": 0.68157271622472 }, { "x": 1.7, "y": 0.68865515334197 }, { "x": 1.75, "y": 0.69526189069659 }, { "x": 1.8, "y": 0.70142768162808 }, { "x": 1.85, "y": 0.70718464314693 }, { "x": 1.9, "y": 0.71256244490101 }, { "x": 1.95, "y": 0.71758848924277 }, { "x": 2, "y": 0.72228808147336 }, { "x": 2.05, "y": 0.72668458981038 }, { "x": 2.1, "y": 0.73079959496626 }, { "x": 2.15, "y": 0.73465302946609 }, { "x": 2.2, "y": 0.73826330700102 }, { "x": 2.25, "y": 0.74164744222582 }, { "x": 2.3, "y": 0.74482116147967 }, { "x": 2.35, "y": 0.74779900494939 }, { "x": 2.4, "y": 0.75059442081233 }, { "x": 2.45, "y": 0.7532198518975 }, { "x": 2.5, "y": 0.75568681539412 }, { "x": 2.55, "y": 0.75800597611909 }, { "x": 2.6, "y": 0.7601872138321 }, { "x": 2.65, "y": 0.76223968506126 }, { "x": 2.7, "y": 0.76417187987452 }, { "x": 2.75, "y": 0.76599167400369 }, { "x": 2.8, "y": 0.76770637669993 }, { "x": 2.85, "y": 0.7693227746718 }, { "x": 2.9, "y": 0.77084717243064 }, { "x": 2.95, "y": 0.77228542934274 }, { "x": 3, "y": 0.77364299366389 }, { "x": 3.05, "y": 0.77492493380965 }, { "x": 3.1, "y": 0.77613596709368 }, { "x": 3.15, "y": 0.77728048614728 }, { "x": 3.2, "y": 0.77836258321522 }, { "x": 3.25, "y": 0.7793860725064 }, { "x": 3.3, "y": 0.78035451076289 }, { "x": 3.35, "y": 0.78127121619648 }, { "x": 3.4, "y": 0.78213928592949 }, { "x": 3.45, "y": 0.78296161206451 }, { "x": 3.5, "y": 0.78374089649724 }, { "x": 3.55, "y": 0.78447966457647 }, { "x": 3.6, "y": 0.78518027770654 }, { "x": 3.65, "y": 0.78584494497938 }, { "x": 3.7, "y": 0.78647573391543 }, { "x": 3.75, "y": 0.78707458038645 }, { "x": 3.8, "y": 0.78764329778651 }, { "x": 3.85, "y": 0.78818358551203 }, { "x": 3.9, "y": 0.78869703680653 }, { "x": 3.94999999999999, "y": 0.789185146021 }, { "x": 3.99999999999999, "y": 0.78964931533636 } ] }, { "id": 176, "curve_id": "E13.5", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Above-ground steel tank", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.42764522056137333, "sigma": 1.0333415191908952, "method": "Curve fitting", "mu_sigma_quality": 0.9912174001872649, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.428, σ=1.033, R²=0.991; Mu/sigma can be used for reconstruction (quality: 0.991); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 5.219346124E-05 }, { "x": 0.1, "y": 0.00125152308112 }, { "x": 0.15, "y": 0.00434287925746 }, { "x": 0.2, "y": 0.00944919535046 }, { "x": 0.25, "y": 0.01741813286401 }, { "x": 0.3, "y": 0.02884574999847 }, { "x": 0.35, "y": 0.04368671086197 }, { "x": 0.4, "y": 0.06146074978236 }, { "x": 0.45, "y": 0.08152906596164 }, { "x": 0.5, "y": 0.1032672062582 }, { "x": 0.55, "y": 0.12613915230239 }, { "x": 0.6, "y": 0.14971341612811 }, { "x": 0.65, "y": 0.17365320564671 }, { "x": 0.7, "y": 0.19769865069352 }, { "x": 0.75, "y": 0.22164928240654 }, { "x": 0.8, "y": 0.24534962844883 }, { "x": 0.85, "y": 0.26867832967361 }, { "x": 0.9, "y": 0.29154025724235 }, { "x": 0.95, "y": 0.31386089522196 }, { "x": 1, "y": 0.33558232311589 }, { "x": 1.05, "y": 0.35666028392612 }, { "x": 1.1, "y": 0.37706197269154 }, { "x": 1.15, "y": 0.39676430050411 }, { "x": 1.2, "y": 0.41575247620199 }, { "x": 1.25, "y": 0.43401880733296 }, { "x": 1.3, "y": 0.45156166053418 }, { "x": 1.35, "y": 0.46838454547809 }, { "x": 1.4, "y": 0.48449530088132 }, { "x": 1.45, "y": 0.49990536927437 }, { "x": 1.5, "y": 0.51462915167373 }, { "x": 1.55, "y": 0.528683435545 }, { "x": 1.6, "y": 0.54208689047858 }, { "x": 1.65, "y": 0.5548596264147 }, { "x": 1.7, "y": 0.56702280939805 }, { "x": 1.75, "y": 0.57859832990407 }, { "x": 1.8, "y": 0.5896085188527 }, { "x": 1.85, "y": 0.60007590655123 }, { "x": 1.9, "y": 0.61002301999403 }, { "x": 1.95, "y": 0.61947221418693 }, { "x": 2, "y": 0.62844553344522 }, { "x": 2.05, "y": 0.63696459892192 }, { "x": 2.1, "y": 0.64505051894376 }, { "x": 2.15, "y": 0.65272381905468 }, { "x": 2.2, "y": 0.66000438898214 }, { "x": 2.25, "y": 0.66691144404335 }, { "x": 2.3, "y": 0.67346349879224 }, { "x": 2.35, "y": 0.67967835097113 }, { "x": 2.4, "y": 0.68557307407197 }, { "x": 2.45, "y": 0.69116401703096 }, { "x": 2.5, "y": 0.69646680977668 }, { "x": 2.55, "y": 0.7014963735279 }, { "x": 2.6, "y": 0.70626693489291 }, { "x": 2.65, "y": 0.71079204295994 }, { "x": 2.7, "y": 0.71508458868906 }, { "x": 2.75, "y": 0.71915682602178 }, { "x": 2.8, "y": 0.72302039421619 }, { "x": 2.85, "y": 0.72668634099599 }, { "x": 2.9, "y": 0.73016514616997 }, { "x": 2.95, "y": 0.73346674543867 }, { "x": 3, "y": 0.73660055415551 }, { "x": 3.05, "y": 0.73957549085358 }, { "x": 3.1, "y": 0.74240000038644 }, { "x": 3.15, "y": 0.74508207656293 }, { "x": 3.2, "y": 0.74762928418293 }, { "x": 3.25, "y": 0.75004878040332 }, { "x": 3.3, "y": 0.75234733538272 }, { "x": 3.35, "y": 0.75453135216906 }, { "x": 3.4, "y": 0.75660688580773 }, { "x": 3.45, "y": 0.75857966165832 }, { "x": 3.5, "y": 0.76045509291752 }, { "x": 3.55, "y": 0.76223829735251 }, { "x": 3.6, "y": 0.76393411325542 }, { "x": 3.65, "y": 0.7655471146338 }, { "x": 3.7, "y": 0.76708162565581 }, { "x": 3.75, "y": 0.76854173437169 }, { "x": 3.8, "y": 0.76993130573492 }, { "x": 3.85, "y": 0.77125399394823 }, { "x": 3.9, "y": 0.77251325416037 }, { "x": 3.94999999999999, "y": 0.77371235354013 }, { "x": 3.99999999999999, "y": 0.77485438175456 } ] }, { "id": 177, "curve_id": "E13.6", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground wood tank", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": -0.00899631021151374, "sigma": 1.3117417947016559, "method": "Curve fitting", "mu_sigma_quality": 0.97043350264793371, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.009, σ=1.312, R²=0.970; Mu/sigma can be used for reconstruction (quality: 0.970); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00040018508803 }, { "x": 0.1, "y": 0.00497511799655 }, { "x": 0.15, "y": 0.01771335170395 }, { "x": 0.2, "y": 0.03972174696703 }, { "x": 0.25, "y": 0.06948524235449 }, { "x": 0.3, "y": 0.10454560709612 }, { "x": 0.35, "y": 0.14259385107176 }, { "x": 0.4, "y": 0.18182738160477 }, { "x": 0.45, "y": 0.22096235278046 }, { "x": 0.5, "y": 0.25913797552142 }, { "x": 0.55, "y": 0.29580839686263 }, { "x": 0.6, "y": 0.33065180295398 }, { "x": 0.65, "y": 0.36350152801282 }, { "x": 0.7, "y": 0.3942962073007 }, { "x": 0.75, "y": 0.42304452313598 }, { "x": 0.8, "y": 0.44980057037533 }, { "x": 0.85, "y": 0.47464676816375 }, { "x": 0.9, "y": 0.49768207697185 }, { "x": 0.95, "y": 0.51901392967049 }, { "x": 1, "y": 0.53875275967547 }, { "x": 1.05, "y": 0.55700834508287 }, { "x": 1.1, "y": 0.57388742246436 }, { "x": 1.15, "y": 0.58949218733062 }, { "x": 1.2, "y": 0.60391941196136 }, { "x": 1.25, "y": 0.61725999066675 }, { "x": 1.3, "y": 0.62959877818394 }, { "x": 1.35, "y": 0.64101462610326 }, { "x": 1.4, "y": 0.65158054995331 }, { "x": 1.45, "y": 0.66136397928815 }, { "x": 1.5, "y": 0.67042705718403 }, { "x": 1.55, "y": 0.67882696561698 }, { "x": 1.6, "y": 0.68661626040746 }, { "x": 1.65, "y": 0.69384320459472 }, { "x": 1.7, "y": 0.70055209281546 }, { "x": 1.75, "y": 0.70678356191662 }, { "x": 1.8, "y": 0.71257488492376 }, { "x": 1.85, "y": 0.71796024682432 }, { "x": 1.9, "y": 0.72297100156118 }, { "x": 1.95, "y": 0.72763591027747 }, { "x": 2, "y": 0.73198136128746 }, { "x": 2.05, "y": 0.73603157253075 }, { "x": 2.1, "y": 0.73980877743945 }, { "x": 2.15, "y": 0.74333339524276 }, { "x": 2.2, "y": 0.74662418677311 }, { "x": 2.25, "y": 0.74969839683931 }, { "x": 2.3, "y": 0.75257188420776 }, { "x": 2.35, "y": 0.75525924019126 }, { "x": 2.4, "y": 0.75777389679256 }, { "x": 2.45, "y": 0.76012822529204 }, { "x": 2.5, "y": 0.76233362610803 }, { "x": 2.55, "y": 0.76440061069707 }, { "x": 2.6, "y": 0.76633887620174 }, { "x": 2.65, "y": 0.76815737349615 }, { "x": 2.7, "y": 0.76986436922411 }, { "x": 2.75, "y": 0.77146750237423 }, { "x": 2.8, "y": 0.77297383588795 }, { "x": 2.85, "y": 0.77438990375222 }, { "x": 2.9, "y": 0.7757217539878 }, { "x": 2.95, "y": 0.77697498790665 }, { "x": 3, "y": 0.77815479597731 }, { "x": 3.05, "y": 0.77926599060612 }, { "x": 3.1, "y": 0.7803130361134 }, { "x": 3.15, "y": 0.78130007615784 }, { "x": 3.2, "y": 0.78223095883858 }, { "x": 3.25, "y": 0.78310925968338 }, { "x": 3.3, "y": 0.78393830271155 }, { "x": 3.35, "y": 0.78472117974295 }, { "x": 3.4, "y": 0.78546076810841 }, { "x": 3.45, "y": 0.78615974690237 }, { "x": 3.5, "y": 0.78682061190587 }, { "x": 3.55, "y": 0.78744568929571 }, { "x": 3.6, "y": 0.78803714824545 }, { "x": 3.65, "y": 0.78859701251383 }, { "x": 3.7, "y": 0.78912717110778 }, { "x": 3.75, "y": 0.78962938809906 }, { "x": 3.8, "y": 0.79010531166648 }, { "x": 3.85, "y": 0.7905564824293 }, { "x": 3.9, "y": 0.79098434113127 }, { "x": 3.94999999999999, "y": 0.79139023572963 }, { "x": 3.99999999999999, "y": 0.79177542793867 } ] }, { "id": 178, "curve_id": "E14.2", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Small water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": -0.212281771595336, "sigma": 1.4030553832444952, "method": "Curve fitting", "mu_sigma_quality": 0.952487583980871, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.212, σ=1.403, R²=0.952; Mu/sigma can be used for reconstruction (quality: 0.952); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.091267827E-05 }, { "x": 0.1, "y": 0.00287613106494 }, { "x": 0.15, "y": 0.01957449442015 }, { "x": 0.2, "y": 0.05541186381232 }, { "x": 0.25, "y": 0.10340331800043 }, { "x": 0.3, "y": 0.15479720028228 }, { "x": 0.35, "y": 0.2047665195267 }, { "x": 0.4, "y": 0.25171701409161 }, { "x": 0.45, "y": 0.29549227041662 }, { "x": 0.5, "y": 0.33632227262459 }, { "x": 0.55, "y": 0.37443552125239 }, { "x": 0.6, "y": 0.40998211142736 }, { "x": 0.65, "y": 0.44305563439921 }, { "x": 0.7, "y": 0.47372810217103 }, { "x": 0.75, "y": 0.5020737453677 }, { "x": 0.8, "y": 0.52818004576225 }, { "x": 0.85, "y": 0.5521500680962 }, { "x": 0.9, "y": 0.57410016816274 }, { "x": 0.95, "y": 0.5941558600746 }, { "x": 1, "y": 0.61244742395536 }, { "x": 1.05, "y": 0.62910601647753 }, { "x": 1.1, "y": 0.64426056493134 }, { "x": 1.15, "y": 0.65803547245724 }, { "x": 1.2, "y": 0.67054904614374 }, { "x": 1.25, "y": 0.68191251912458 }, { "x": 1.3, "y": 0.69222953519713 }, { "x": 1.35, "y": 0.70159597872017 }, { "x": 1.4, "y": 0.71010005245595 }, { "x": 1.45, "y": 0.71782252611149 }, { "x": 1.5, "y": 0.72483709622262 }, { "x": 1.55, "y": 0.73121081293682 }, { "x": 1.6, "y": 0.73700454118747 }, { "x": 1.65, "y": 0.7422734330457 }, { "x": 1.7, "y": 0.74706739512263 }, { "x": 1.75, "y": 0.75143154020808 }, { "x": 1.8, "y": 0.75540661625571 }, { "x": 1.85, "y": 0.75902940867752 }, { "x": 1.9, "y": 0.76233311395291 }, { "x": 1.95, "y": 0.76534768398933 }, { "x": 2, "y": 0.76810014165169 }, { "x": 2.05, "y": 0.77061486852462 }, { "x": 2.1, "y": 0.77291386637705 }, { "x": 2.15, "y": 0.77501699402957 }, { "x": 2.2, "y": 0.77694218143328 }, { "x": 2.25, "y": 0.77870562279127 }, { "x": 2.3, "y": 0.7803219505184 }, { "x": 2.35, "y": 0.78180439176173 }, { "x": 2.4, "y": 0.7831649091074 }, { "x": 2.45, "y": 0.78441432699032 }, { "x": 2.5, "y": 0.78556244520796 }, { "x": 2.55, "y": 0.78661814082403 }, { "x": 2.6, "y": 0.78758945963524 }, { "x": 2.65, "y": 0.78848369826656 }, { "x": 2.7, "y": 0.78930747785943 }, { "x": 2.75, "y": 0.79006681022302 }, { "x": 2.8, "y": 0.79076715723207 }, { "x": 2.85, "y": 0.79141348417522 }, { "x": 2.9, "y": 0.7920103076856 }, { "x": 2.95, "y": 0.79256173881971 }, { "x": 3, "y": 0.79307152179151 }, { "x": 3.05, "y": 0.79354306881528 }, { "x": 3.1, "y": 0.79397949146283 }, { "x": 3.15, "y": 0.79438362889756 }, { "x": 3.2, "y": 0.79475807330958 }, { "x": 3.25, "y": 0.7951051928414 }, { "x": 3.3, "y": 0.79542715226287 }, { "x": 3.35, "y": 0.79572593162696 }, { "x": 3.4, "y": 0.79600334311271 }, { "x": 3.45, "y": 0.79626104624051 }, { "x": 3.5, "y": 0.79650056162474 }, { "x": 3.55, "y": 0.79672328341172 }, { "x": 3.6, "y": 0.7969304905351 }, { "x": 3.65, "y": 0.79712335690733 }, { "x": 3.7, "y": 0.79730296065296 }, { "x": 3.75, "y": 0.79747029247901 }, { "x": 3.8, "y": 0.79762626326728 }, { "x": 3.85, "y": 0.79777171096529 }, { "x": 3.9, "y": 0.79790740684397 }, { "x": 3.94999999999999, "y": 0.79803406118389 }, { "x": 3.99999999999999, "y": 0.79815232844505 } ] }, { "id": 179, "curve_id": "E14.3", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Medium water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.18525718596771731, "sigma": 1.0712996880964962, "method": "Curve fitting", "mu_sigma_quality": 0.97365242651056161, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.185, σ=1.071, R²=0.974; Mu/sigma can be used for reconstruction (quality: 0.974); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.345036E-08 }, { "x": 0.1, "y": 1.683289971E-05 }, { "x": 0.15, "y": 0.00044942646475 }, { "x": 0.2, "y": 0.00304623193597 }, { "x": 0.25, "y": 0.01056342533065 }, { "x": 0.3, "y": 0.02499412768552 }, { "x": 0.35, "y": 0.04659718241467 }, { "x": 0.4, "y": 0.07421916719863 }, { "x": 0.45, "y": 0.10608658370571 }, { "x": 0.5, "y": 0.14043639330027 }, { "x": 0.55, "y": 0.17582938734238 }, { "x": 0.6, "y": 0.21122556710177 }, { "x": 0.65, "y": 0.24593801806309 }, { "x": 0.7, "y": 0.27954720153334 }, { "x": 0.75, "y": 0.31181756235572 }, { "x": 0.8, "y": 0.34263182376747 }, { "x": 0.85, "y": 0.37194485145105 }, { "x": 0.9, "y": 0.39975369486573 }, { "x": 0.95, "y": 0.42607928537936 }, { "x": 1, "y": 0.45095582922182 }, { "x": 1.05, "y": 0.47442494764782 }, { "x": 1.1, "y": 0.49653257173471 }, { "x": 1.15, "y": 0.51732733594889 }, { "x": 1.2, "y": 0.53685972612795 }, { "x": 1.25, "y": 0.55518156819742 }, { "x": 1.3, "y": 0.57234564554581 }, { "x": 1.35, "y": 0.58840534903994 }, { "x": 1.4, "y": 0.60341432611926 }, { "x": 1.45, "y": 0.61742612593539 }, { "x": 1.5, "y": 0.63049385001622 }, { "x": 1.55, "y": 0.64266982096053 }, { "x": 1.6, "y": 0.65400528020912 }, { "x": 1.65, "y": 0.66455012277634 }, { "x": 1.7, "y": 0.67435267340855 }, { "x": 1.75, "y": 0.68345950563506 }, { "x": 1.8, "y": 0.69191530283546 }, { "x": 1.85, "y": 0.69976275878728 }, { "x": 1.9, "y": 0.7070425140991 }, { "x": 1.95, "y": 0.71379312436078 }, { "x": 2, "y": 0.72005105563487 }, { "x": 2.05, "y": 0.72585070296753 }, { "x": 2.1, "y": 0.73122442782444 }, { "x": 2.15, "y": 0.73620261069208 }, { "x": 2.2, "y": 0.74081371547492 }, { "x": 2.25, "y": 0.7450843627297 }, { "x": 2.3, "y": 0.7490394091842 }, { "x": 2.35, "y": 0.75270203137279 }, { "x": 2.4, "y": 0.75609381157677 }, { "x": 2.45, "y": 0.75923482457716 }, { "x": 2.5, "y": 0.76214372401127 }, { "x": 2.55, "y": 0.76483782737123 }, { "x": 2.6, "y": 0.7673331988954 }, { "x": 2.65, "y": 0.7696447297844 }, { "x": 2.7, "y": 0.77178621532558 }, { "x": 2.75, "y": 0.77377042863669 }, { "x": 2.8, "y": 0.77560919084327 }, { "x": 2.85, "y": 0.77731343758978 }, { "x": 2.9, "y": 0.77889328185239 }, { "x": 2.95, "y": 0.78035807307555 }, { "x": 3, "y": 0.78171645269676 }, { "x": 3.05, "y": 0.78297640615622 }, { "x": 3.1, "y": 0.78414531151165 }, { "x": 3.15, "y": 0.78522998479616 }, { "x": 3.2, "y": 0.78623672226818 }, { "x": 3.25, "y": 0.78717133970973 }, { "x": 3.3, "y": 0.78803920893248 }, { "x": 3.35, "y": 0.78884529165183 }, { "x": 3.4, "y": 0.78959417088735 }, { "x": 3.45, "y": 0.79029008004462 }, { "x": 3.5, "y": 0.79093692982867 }, { "x": 3.55, "y": 0.79153833313382 }, { "x": 3.6, "y": 0.79209762804814 }, { "x": 3.65, "y": 0.79261789910435 }, { "x": 3.7, "y": 0.79310199690175 }, { "x": 3.75, "y": 0.79355255621706 }, { "x": 3.8, "y": 0.79397201271487 }, { "x": 3.85, "y": 0.79436261836144 }, { "x": 3.9, "y": 0.79472645563931 }, { "x": 3.94999999999999, "y": 0.79506545065313 }, { "x": 3.99999999999999, "y": 0.79538138521148 } ] }, { "id": 180, "curve_id": "E14.4", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Medium water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.15375997332347774, "sigma": 1.132806916723621, "method": "Curve fitting", "mu_sigma_quality": 0.98067210737749833, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.154, σ=1.133, R²=0.981; Mu/sigma can be used for reconstruction (quality: 0.981); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.73175471E-06 }, { "x": 0.1, "y": 0.00054421414193 }, { "x": 0.15, "y": 0.00491535146294 }, { "x": 0.2, "y": 0.01739274584675 }, { "x": 0.25, "y": 0.03885104030669 }, { "x": 0.3, "y": 0.06654383882133 }, { "x": 0.35, "y": 0.09702167881396 }, { "x": 0.4, "y": 0.12797363734362 }, { "x": 0.45, "y": 0.15837829994276 }, { "x": 0.5, "y": 0.18800780501546 }, { "x": 0.55, "y": 0.21695888349176 }, { "x": 0.6, "y": 0.24538174948895 }, { "x": 0.65, "y": 0.27336934789172 }, { "x": 0.7, "y": 0.300935471056 }, { "x": 0.75, "y": 0.32803015772005 }, { "x": 0.8, "y": 0.35456464390803 }, { "x": 0.85, "y": 0.38043392335778 }, { "x": 0.9, "y": 0.40553326408538 }, { "x": 0.95, "y": 0.42976866872734 }, { "x": 1, "y": 0.45306251271559 }, { "x": 1.05, "y": 0.47535577432536 }, { "x": 1.1, "y": 0.4966080579008 }, { "x": 1.15, "y": 0.51679630896793 }, { "x": 1.2, "y": 0.53591284465604 }, { "x": 1.25, "y": 0.55396310801705 }, { "x": 1.3, "y": 0.57096339996357 }, { "x": 1.35, "y": 0.58693873639205 }, { "x": 1.4, "y": 0.60192090801372 }, { "x": 1.45, "y": 0.61594677577492 }, { "x": 1.5, "y": 0.62905680737113 }, { "x": 1.55, "y": 0.64129384441533 }, { "x": 1.6, "y": 0.65270208128031 }, { "x": 1.65, "y": 0.66332623277338 }, { "x": 1.7, "y": 0.67321086681618 }, { "x": 1.75, "y": 0.68239987900882 }, { "x": 1.8, "y": 0.69093608759779 }, { "x": 1.85, "y": 0.69886092945677 }, { "x": 1.9, "y": 0.70621423993122 }, { "x": 1.95, "y": 0.71303410161169 }, { "x": 2, "y": 0.71935674918645 }, { "x": 2.05, "y": 0.72521651942765 }, { "x": 2.1, "y": 0.73064583706716 }, { "x": 2.15, "y": 0.73567522881459 }, { "x": 2.2, "y": 0.74033335907107 }, { "x": 2.25, "y": 0.74464708201114 }, { "x": 2.3, "y": 0.74864150566122 }, { "x": 2.35, "y": 0.75234006441273 }, { "x": 2.4, "y": 0.75576459709109 }, { "x": 2.45, "y": 0.75893542827369 }, { "x": 2.5, "y": 0.7618714510271 }, { "x": 2.55, "y": 0.76459020962932 }, { "x": 2.6, "y": 0.76710798116946 }, { "x": 2.65, "y": 0.76943985518527 }, { "x": 2.7, "y": 0.77159981071777 }, { "x": 2.75, "y": 0.77360079033974 }, { "x": 2.8, "y": 0.77545477085812 }, { "x": 2.85, "y": 0.77717283050481 }, { "x": 2.9, "y": 0.77876521252096 }, { "x": 2.95, "y": 0.78024138511137 }, { "x": 3, "y": 0.78161009780031 }, { "x": 3.05, "y": 0.78287943426246 }, { "x": 3.1, "y": 0.78405686173332 }, { "x": 3.15, "y": 0.78514927712658 }, { "x": 3.2, "y": 0.786163050001 }, { "x": 3.25, "y": 0.78710406252952 }, { "x": 3.3, "y": 0.78797774662883 }, { "x": 3.35, "y": 0.78878911840958 }, { "x": 3.4, "y": 0.78954281010694 }, { "x": 3.45, "y": 0.79024309964827 }, { "x": 3.5, "y": 0.79089393801057 }, { "x": 3.55, "y": 0.79149897451492 }, { "x": 3.6, "y": 0.79206158019913 }, { "x": 3.65, "y": 0.79258486940274 }, { "x": 3.7, "y": 0.79307171969209 }, { "x": 3.75, "y": 0.7935247902455 }, { "x": 3.8, "y": 0.79394653881203 }, { "x": 3.85, "y": 0.79433923734968 }, { "x": 3.9, "y": 0.79470498644278 }, { "x": 3.94999999999999, "y": 0.79504572859082 }, { "x": 3.99999999999999, "y": 0.79536326045556 } ] }, { "id": 181, "curve_id": "E14.5", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Large water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.35280377212629216, "sigma": 0.96536859103164663, "method": "Curve fitting", "mu_sigma_quality": 0.98475751832445713, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.353, σ=0.965, R²=0.985; Mu/sigma can be used for reconstruction (quality: 0.985); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.6092E-10 }, { "x": 0.1, "y": 2.02909715E-06 }, { "x": 0.15, "y": 9.799647899E-05 }, { "x": 0.2, "y": 0.00092441743265 }, { "x": 0.25, "y": 0.00397190568028 }, { "x": 0.3, "y": 0.01093924296704 }, { "x": 0.35, "y": 0.02285263627427 }, { "x": 0.4, "y": 0.03976626429102 }, { "x": 0.45, "y": 0.06099227007361 }, { "x": 0.5, "y": 0.0854925822948 }, { "x": 0.55, "y": 0.11219494412507 }, { "x": 0.6, "y": 0.14016998724462 }, { "x": 0.65, "y": 0.16869470958917 }, { "x": 0.7, "y": 0.19724825582895 }, { "x": 0.75, "y": 0.22547736431086 }, { "x": 0.8, "y": 0.25315440774732 }, { "x": 0.85, "y": 0.28013935477823 }, { "x": 0.9, "y": 0.30634975467519 }, { "x": 0.95, "y": 0.33173907770335 }, { "x": 1, "y": 0.35628214106944 }, { "x": 1.05, "y": 0.37996591749499 }, { "x": 1.1, "y": 0.4027841331816 }, { "x": 1.15, "y": 0.424734368317 }, { "x": 1.2, "y": 0.4458167069263 }, { "x": 1.25, "y": 0.46603327326052 }, { "x": 1.3, "y": 0.48538821863346 }, { "x": 1.35, "y": 0.50388788789616 }, { "x": 1.4, "y": 0.52154100912989 }, { "x": 1.45, "y": 0.53835882573123 }, { "x": 1.5, "y": 0.55435513765183 }, { "x": 1.55, "y": 0.56954624677584 }, { "x": 1.6, "y": 0.58395081674202 }, { "x": 1.65, "y": 0.59758966458836 }, { "x": 1.7, "y": 0.61048550362936 }, { "x": 1.75, "y": 0.62266265612769 }, { "x": 1.8, "y": 0.63414675199638 }, { "x": 1.85, "y": 0.64496442684263 }, { "x": 1.9, "y": 0.65514302966637 }, { "x": 1.95, "y": 0.6647103477447 }, { "x": 2, "y": 0.67369435381101 }, { "x": 2.05, "y": 0.68212297862316 }, { "x": 2.1, "y": 0.69002391040342 }, { "x": 2.15, "y": 0.69742442139135 }, { "x": 2.2, "y": 0.7043512208291 }, { "x": 2.25, "y": 0.71083033304791 }, { "x": 2.3, "y": 0.71688699889184 }, { "x": 2.35, "y": 0.72254559845654 }, { "x": 2.4, "y": 0.72782959299664 }, { "x": 2.45, "y": 0.73276148383077 }, { "x": 2.5, "y": 0.73736278612276 }, { "x": 2.55, "y": 0.7416540155166 }, { "x": 2.6, "y": 0.7456546857359 }, { "x": 2.65, "y": 0.74938331541083 }, { "x": 2.7, "y": 0.7528574425573 }, { "x": 2.75, "y": 0.756093645297 }, { "x": 2.8, "y": 0.75910756756691 }, { "x": 2.85, "y": 0.76191394871966 }, { "x": 2.9, "y": 0.76452665605959 }, { "x": 2.95, "y": 0.76695871949101 }, { "x": 3, "y": 0.76922236757567 }, { "x": 3.05, "y": 0.7713290644047 }, { "x": 3.1, "y": 0.77328954678719 }, { "x": 3.15, "y": 0.77511386134272 }, { "x": 3.2, "y": 0.77681140116091 }, { "x": 3.25, "y": 0.77839094175601 }, { "x": 3.3, "y": 0.77986067610181 }, { "x": 3.35, "y": 0.78122824858033 }, { "x": 3.4, "y": 0.78250078771997 }, { "x": 3.45, "y": 0.78368493763383 }, { "x": 3.5, "y": 0.78478688809843 }, { "x": 3.55, "y": 0.78581240323834 }, { "x": 3.6, "y": 0.78676684880238 }, { "x": 3.65, "y": 0.7876552180339 }, { "x": 3.7, "y": 0.78848215615141 }, { "x": 3.75, "y": 0.7892519834665 }, { "x": 3.8, "y": 0.78996871717452 }, { "x": 3.85, "y": 0.79063609186014 }, { "x": 3.9, "y": 0.79125757876438 }, { "x": 3.94999999999999, "y": 0.79183640386351 }, { "x": 3.99999999999999, "y": 0.79237556481216 } ] }, { "id": 182, "curve_id": "E14.6", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Large water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.31243555052116628, "sigma": 1.0473512151408946, "method": "Curve fitting", "mu_sigma_quality": 0.99067439042222827, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.312, σ=1.047, R²=0.991; Mu/sigma can be used for reconstruction (quality: 0.991); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.1413219E-06 }, { "x": 0.1, "y": 0.00036530095476 }, { "x": 0.15, "y": 0.00409417701645 }, { "x": 0.2, "y": 0.01552119193518 }, { "x": 0.25, "y": 0.03497790633938 }, { "x": 0.3, "y": 0.05910110070345 }, { "x": 0.35, "y": 0.08431983856955 }, { "x": 0.4, "y": 0.10863165222678 }, { "x": 0.45, "y": 0.13150801735399 }, { "x": 0.5, "y": 0.15321711706704 }, { "x": 0.55, "y": 0.1742693020681 }, { "x": 0.6, "y": 0.19512432628993 }, { "x": 0.65, "y": 0.21608970344923 }, { "x": 0.7, "y": 0.23731788557338 }, { "x": 0.75, "y": 0.25884063448932 }, { "x": 0.8, "y": 0.28060931677084 }, { "x": 0.85, "y": 0.30252878448786 }, { "x": 0.9, "y": 0.3244819565527 }, { "x": 0.95, "y": 0.34634605693481 }, { "x": 1, "y": 0.36800254161693 }, { "x": 1.05, "y": 0.38934267424205 }, { "x": 1.1, "y": 0.41027028108234 }, { "x": 1.15, "y": 0.4307027624111 }, { "x": 1.2, "y": 0.45057107114379 }, { "x": 1.25, "y": 0.46981910756435 }, { "x": 1.3, "y": 0.48840280440151 }, { "x": 1.35, "y": 0.50628906581457 }, { "x": 1.4, "y": 0.523454656134 }, { "x": 1.45, "y": 0.53988509389394 }, { "x": 1.5, "y": 0.55557358313447 }, { "x": 1.55, "y": 0.57052000027958 }, { "x": 1.6, "y": 0.58472994689313 }, { "x": 1.65, "y": 0.59821387378857 }, { "x": 1.7, "y": 0.61098627890256 }, { "x": 1.75, "y": 0.62306497926489 }, { "x": 1.8, "y": 0.63447045589885 }, { "x": 1.85, "y": 0.6452252693623 }, { "x": 1.9, "y": 0.65535354278709 }, { "x": 1.95, "y": 0.66488050863962 }, { "x": 2, "y": 0.67383211497891 }, { "x": 2.05, "y": 0.68223468670435 }, { "x": 2.1, "y": 0.69011463714453 }, { "x": 2.15, "y": 0.69749822531788 }, { "x": 2.2, "y": 0.7044113542746 }, { "x": 2.25, "y": 0.71087940608731 }, { "x": 2.3, "y": 0.71692710927454 }, { "x": 2.35, "y": 0.72257843470075 }, { "x": 2.4, "y": 0.72785651628276 }, { "x": 2.45, "y": 0.73278359313339 }, { "x": 2.5, "y": 0.73738097007808 }, { "x": 2.55, "y": 0.74166899378178 }, { "x": 2.6, "y": 0.74566704201423 }, { "x": 2.65, "y": 0.74939352385898 }, { "x": 2.7, "y": 0.75286588893097 }, { "x": 2.75, "y": 0.75610064390764 }, { "x": 2.8, "y": 0.75911337489918 }, { "x": 2.85, "y": 0.76191877438324 }, { "x": 2.9, "y": 0.76453067161005 }, { "x": 2.95, "y": 0.76696206554488 }, { "x": 3, "y": 0.76922515955797 }, { "x": 3.05, "y": 0.77133139719872 }, { "x": 3.1, "y": 0.77329149850151 }, { "x": 3.15, "y": 0.7751154963677 }, { "x": 3.2, "y": 0.77681277265215 }, { "x": 3.25, "y": 0.77839209365519 }, { "x": 3.3, "y": 0.77986164478335 }, { "x": 3.35, "y": 0.7812290641952 }, { "x": 3.4, "y": 0.78250147529377 }, { "x": 3.45, "y": 0.78368551796537 }, { "x": 3.5, "y": 0.7847873784961 }, { "x": 3.55, "y": 0.78581281812436 }, { "x": 3.6, "y": 0.78676720020927 }, { "x": 3.65, "y": 0.78765551601303 }, { "x": 3.7, "y": 0.78848240910952 }, { "x": 3.75, "y": 0.78925219844339 }, { "x": 3.8, "y": 0.78996890007242 }, { "x": 3.85, "y": 0.79063624763337 }, { "x": 3.9, "y": 0.79125771157649 }, { "x": 3.94999999999999, "y": 0.79183651721753 }, { "x": 3.99999999999999, "y": 0.79237566165875 } ] }, { "id": 183, "curve_id": "E15.1", "sector": "Water", "ci_type": "Water well", "ci_desc": "Wells", "ci_detail": "Anchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.269728895353289, "sigma": 1.3642657686558597, "method": "Curve fitting", "mu_sigma_quality": 0.98906640045243188, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.270, σ=1.364, R²=0.989; Mu/sigma can be used for reconstruction (quality: 0.989); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00089142578304 }, { "x": 0.1, "y": 0.00679814043021 }, { "x": 0.15, "y": 0.02023760127902 }, { "x": 0.2, "y": 0.04055405338552 }, { "x": 0.25, "y": 0.06573671023923 }, { "x": 0.3, "y": 0.09386076088434 }, { "x": 0.35, "y": 0.12345611408503 }, { "x": 0.4, "y": 0.15348833187961 }, { "x": 0.45, "y": 0.18325914576417 }, { "x": 0.5, "y": 0.21231252312447 }, { "x": 0.55, "y": 0.24036245898932 }, { "x": 0.6, "y": 0.26724083323441 }, { "x": 0.65, "y": 0.29286054970584 }, { "x": 0.7, "y": 0.31718965443861 }, { "x": 0.75, "y": 0.34023319570569 }, { "x": 0.8, "y": 0.36202051959683 }, { "x": 0.85, "y": 0.38259638546223 }, { "x": 0.9, "y": 0.40201477257809 }, { "x": 0.95, "y": 0.42033458765895 }, { "x": 1, "y": 0.4376167173958 }, { "x": 1.05, "y": 0.45392203341388 }, { "x": 1.1, "y": 0.4693100712213 }, { "x": 1.15, "y": 0.48383818503992 }, { "x": 1.2, "y": 0.49756103721034 }, { "x": 1.25, "y": 0.51053032121804 }, { "x": 1.3, "y": 0.52279464617505 }, { "x": 1.35, "y": 0.53439953119508 }, { "x": 1.4, "y": 0.54538747288629 }, { "x": 1.45, "y": 0.55579805981812 }, { "x": 1.5, "y": 0.5656681154737 }, { "x": 1.55, "y": 0.57503185671378 }, { "x": 1.6, "y": 0.58392105874889 }, { "x": 1.65, "y": 0.5923652204719 }, { "x": 1.7, "y": 0.60039172605112 }, { "x": 1.75, "y": 0.60802600014731 }, { "x": 1.8, "y": 0.61529165515671 }, { "x": 1.85, "y": 0.62221062961374 }, { "x": 1.9, "y": 0.62880331739588 }, { "x": 1.95, "y": 0.63508868772145 }, { "x": 2, "y": 0.64108439616303 }, { "x": 2.05, "y": 0.64680688704844 }, { "x": 2.1, "y": 0.6522714877114 }, { "x": 2.15, "y": 0.65749249510193 }, { "x": 2.2, "y": 0.66248325528597 }, { "x": 2.25, "y": 0.66725623636293 }, { "x": 2.3, "y": 0.67182309531577 }, { "x": 2.35, "y": 0.67619473928602 }, { "x": 2.4, "y": 0.68038138173824 }, { "x": 2.45, "y": 0.68439259394857 }, { "x": 2.5, "y": 0.68823735222046 }, { "x": 2.55, "y": 0.6919240811998 }, { "x": 2.6, "y": 0.69546069363148 }, { "x": 2.65, "y": 0.69885462687039 }, { "x": 2.7, "y": 0.70211287643312 }, { "x": 2.75, "y": 0.70524202685106 }, { "x": 2.8, "y": 0.70824828006226 }, { "x": 2.85, "y": 0.711137481558 }, { "x": 2.9, "y": 0.7139151444801 }, { "x": 2.95, "y": 0.71658647184706 }, { "x": 3, "y": 0.71915637707074 }, { "x": 3.05, "y": 0.72162950291036 }, { "x": 3.1, "y": 0.72401023899687 }, { "x": 3.15, "y": 0.72630273804892 }, { "x": 3.2, "y": 0.72851093089004 }, { "x": 3.25, "y": 0.73063854036697 }, { "x": 3.3, "y": 0.73268909425986 }, { "x": 3.35, "y": 0.73466593726681 }, { "x": 3.4, "y": 0.73657224213783 }, { "x": 3.45, "y": 0.73841102002667 }, { "x": 3.5, "y": 0.74018513012274 }, { "x": 3.55, "y": 0.74189728861988 }, { "x": 3.6, "y": 0.743550077074 }, { "x": 3.65, "y": 0.74514595019667 }, { "x": 3.7, "y": 0.74668724312808 }, { "x": 3.75, "y": 0.74817617822888 }, { "x": 3.8, "y": 0.74961487142703 }, { "x": 3.85, "y": 0.75100533815298 }, { "x": 3.9, "y": 0.75234949889334 }, { "x": 3.94999999999999, "y": 0.75364918439114 }, { "x": 3.99999999999999, "y": 0.75490614051819 } ] }, { "id": 184, "curve_id": "E17.1", "sector": "Water", "ci_type": "Others", "ci_desc": "Small pumping plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.24464707507863367, "sigma": 1.3939704123789309, "method": "Curve fitting", "mu_sigma_quality": 0.988187336355734, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.245, σ=1.394, R²=0.988; Mu/sigma can be used for reconstruction (quality: 0.988); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00076320290276 }, { "x": 0.1, "y": 0.00682954572383 }, { "x": 0.15, "y": 0.02109173312826 }, { "x": 0.2, "y": 0.04283967756317 }, { "x": 0.25, "y": 0.0698438078119 }, { "x": 0.3, "y": 0.09991544865984 }, { "x": 0.35, "y": 0.13137047879252 }, { "x": 0.4, "y": 0.16303798545077 }, { "x": 0.45, "y": 0.1941519404893 }, { "x": 0.5, "y": 0.22423784031629 }, { "x": 0.55, "y": 0.25302209636869 }, { "x": 0.6, "y": 0.28036593699019 }, { "x": 0.65, "y": 0.30621910004661 }, { "x": 0.7, "y": 0.3305880590314 }, { "x": 0.75, "y": 0.35351449630331 }, { "x": 0.8, "y": 0.37506086160238 }, { "x": 0.85, "y": 0.39530078050745 }, { "x": 0.9, "y": 0.41431276359627 }, { "x": 0.95, "y": 0.43217615272076 }, { "x": 1, "y": 0.4489685774394 }, { "x": 1.05, "y": 0.46476442571533 }, { "x": 1.1, "y": 0.47963399094206 }, { "x": 1.15, "y": 0.4936430652071 }, { "x": 1.2, "y": 0.50685282235931 }, { "x": 1.25, "y": 0.51931988479475 }, { "x": 1.3, "y": 0.53109650232312 }, { "x": 1.35, "y": 0.54223079505918 }, { "x": 1.4, "y": 0.55276702842527 }, { "x": 1.45, "y": 0.56274589938806 }, { "x": 1.5, "y": 0.57220482058057 }, { "x": 1.55, "y": 0.581178194074 }, { "x": 1.6, "y": 0.58969767001343 }, { "x": 1.65, "y": 0.59779238763652 }, { "x": 1.7, "y": 0.60548919771142 }, { "x": 1.75, "y": 0.61281286640708 }, { "x": 1.8, "y": 0.61978626121743 }, { "x": 1.85, "y": 0.62643051991886 }, { "x": 1.9, "y": 0.63276520373052 }, { "x": 1.95, "y": 0.63880843592559 }, { "x": 2, "y": 0.64457702714878 }, { "x": 2.05, "y": 0.6500865886565 }, { "x": 2.1, "y": 0.65535163463144 }, { "x": 2.15, "y": 0.66038567464287 }, { "x": 2.2, "y": 0.6652012972387 }, { "x": 2.25, "y": 0.66981024556752 }, { "x": 2.3, "y": 0.67422348584499 }, { "x": 2.35, "y": 0.67845126939822 }, { "x": 2.4, "y": 0.68250318894768 }, { "x": 2.45, "y": 0.68638822971718 }, { "x": 2.5, "y": 0.69011481590055 }, { "x": 2.55, "y": 0.69369085295684 }, { "x": 2.6, "y": 0.69712376615537 }, { "x": 2.65, "y": 0.70042053574667 }, { "x": 2.7, "y": 0.70358772909435 }, { "x": 2.75, "y": 0.70663153006734 }, { "x": 2.8, "y": 0.70955776595946 }, { "x": 2.85, "y": 0.71237193217474 }, { "x": 2.9, "y": 0.71507921489172 }, { "x": 2.95, "y": 0.71768451189714 }, { "x": 3, "y": 0.72019245175987 }, { "x": 3.05, "y": 0.72260741149767 }, { "x": 3.1, "y": 0.72493353287395 }, { "x": 3.15, "y": 0.72717473744774 }, { "x": 3.2, "y": 0.72933474048723 }, { "x": 3.25, "y": 0.73141706384665 }, { "x": 3.3, "y": 0.73342504789608 }, { "x": 3.35, "y": 0.73536186258505 }, { "x": 3.4, "y": 0.73723051771299 }, { "x": 3.45, "y": 0.73903387247264 }, { "x": 3.5, "y": 0.74077464432612 }, { "x": 3.55, "y": 0.74245541726782 }, { "x": 3.6, "y": 0.74407864952342 }, { "x": 3.65, "y": 0.74564668072949 }, { "x": 3.7, "y": 0.74716173863452 }, { "x": 3.75, "y": 0.74862594535815 }, { "x": 3.8, "y": 0.75004132324252 }, { "x": 3.85, "y": 0.75140980032638 }, { "x": 3.9, "y": 0.75273321547012 }, { "x": 3.94999999999999, "y": 0.75401332315757 }, { "x": 3.99999999999999, "y": 0.75525179799784 } ] }, { "id": 185, "curve_id": "E17.2", "sector": "Water", "ci_type": "Others", "ci_desc": "Small pumping plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.21530037535152352, "sigma": 1.4521778511550159, "method": "Curve fitting", "mu_sigma_quality": 0.99032799225896218, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.215, σ=1.452, R²=0.990; Mu/sigma can be used for reconstruction (quality: 0.990); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0006094834322 }, { "x": 0.1, "y": 0.00667662037314 }, { "x": 0.15, "y": 0.02440710110821 }, { "x": 0.2, "y": 0.05334102300509 }, { "x": 0.25, "y": 0.08800466375491 }, { "x": 0.3, "y": 0.12385435773055 }, { "x": 0.35, "y": 0.15854958461255 }, { "x": 0.4, "y": 0.19123081606257 }, { "x": 0.45, "y": 0.2217519519302 }, { "x": 0.5, "y": 0.25023737519308 }, { "x": 0.55, "y": 0.27687994079624 }, { "x": 0.6, "y": 0.30186490506315 }, { "x": 0.65, "y": 0.3253492033431 }, { "x": 0.7, "y": 0.34746145208268 }, { "x": 0.75, "y": 0.36830781064758 }, { "x": 0.8, "y": 0.38797813582128 }, { "x": 0.85, "y": 0.40655079816437 }, { "x": 0.9, "y": 0.42409601099571 }, { "x": 0.95, "y": 0.44067797306327 }, { "x": 1, "y": 0.45635618498762 }, { "x": 1.05, "y": 0.4711862352139 }, { "x": 1.1, "y": 0.48522026614656 }, { "x": 1.15, "y": 0.49850725887166 }, { "x": 1.2, "y": 0.51109322213299 }, { "x": 1.25, "y": 0.52302133573832 }, { "x": 1.3, "y": 0.5343320759699 }, { "x": 1.35, "y": 0.54506333682822 }, { "x": 1.4, "y": 0.55525055296655 }, { "x": 1.45, "y": 0.56492682581637 }, { "x": 1.5, "y": 0.57412305222708 }, { "x": 1.55, "y": 0.5828680540305 }, { "x": 1.6, "y": 0.59118870672292 }, { "x": 1.65, "y": 0.59911006559259 }, { "x": 1.7, "y": 0.60665548791017 }, { "x": 1.75, "y": 0.6138467501325 }, { "x": 1.8, "y": 0.62070415938892 }, { "x": 1.85, "y": 0.62724665879822 }, { "x": 1.9, "y": 0.6334919263934 }, { "x": 1.95, "y": 0.63945646761206 }, { "x": 2, "y": 0.64515570144644 }, { "x": 2.05, "y": 0.65060404044597 }, { "x": 2.1, "y": 0.65581496483351 }, { "x": 2.15, "y": 0.66080109104013 }, { "x": 2.2, "y": 0.66557423498851 }, { "x": 2.25, "y": 0.67014547046556 }, { "x": 2.3, "y": 0.67452518292556 }, { "x": 2.35, "y": 0.67872311905782 }, { "x": 2.4, "y": 0.68274843244053 }, { "x": 2.45, "y": 0.68660972558714 }, { "x": 2.5, "y": 0.6903150886736 }, { "x": 2.55, "y": 0.69387213521651 }, { "x": 2.6, "y": 0.69728803495305 }, { "x": 2.65, "y": 0.70056954415504 }, { "x": 2.7, "y": 0.70372303359129 }, { "x": 2.75, "y": 0.70675451433518 }, { "x": 2.8, "y": 0.70966966159809 }, { "x": 2.85, "y": 0.7124738367541 }, { "x": 2.9, "y": 0.71517210770718 }, { "x": 2.95, "y": 0.71776926773892 }, { "x": 3, "y": 0.720269852963 }, { "x": 3.05, "y": 0.72267815850128 }, { "x": 3.1, "y": 0.72499825348642 }, { "x": 3.15, "y": 0.72723399498675 }, { "x": 3.2, "y": 0.72938904094048 }, { "x": 3.25, "y": 0.73146686217888 }, { "x": 3.3, "y": 0.733470753611 }, { "x": 3.35, "y": 0.73540384463611 }, { "x": 3.4, "y": 0.73726910884442 }, { "x": 3.45, "y": 0.73906937306128 }, { "x": 3.5, "y": 0.7408073257853 }, { "x": 3.55, "y": 0.74248552506675 }, { "x": 3.6, "y": 0.7441064058683 }, { "x": 3.65, "y": 0.74567228694701 }, { "x": 3.7, "y": 0.74718537729286 }, { "x": 3.75, "y": 0.74864778215651 }, { "x": 3.8, "y": 0.75006150869614 }, { "x": 3.85, "y": 0.75142847127064 }, { "x": 3.9, "y": 0.75275049640459 }, { "x": 3.94999999999999, "y": 0.75402932744807 }, { "x": 3.99999999999999, "y": 0.75526662895271 } ] }, { "id": 186, "curve_id": "E17.3", "sector": "Water", "ci_type": "Others", "ci_desc": "Medium/large pumping plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.28952908987198278, "sigma": 1.3427240357875252, "method": "Curve fitting", "mu_sigma_quality": 0.98984278413044313, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.290, σ=1.343, R²=0.990; Mu/sigma can be used for reconstruction (quality: 0.990); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00088957617738 }, { "x": 0.1, "y": 0.00671044647136 }, { "x": 0.15, "y": 0.01974264927308 }, { "x": 0.2, "y": 0.03921920615105 }, { "x": 0.25, "y": 0.06321841689582 }, { "x": 0.3, "y": 0.08998472001006 }, { "x": 0.35, "y": 0.11820684252744 }, { "x": 0.4, "y": 0.14696505093918 }, { "x": 0.45, "y": 0.17562951051817 }, { "x": 0.5, "y": 0.2037757668326 }, { "x": 0.55, "y": 0.23112384557236 }, { "x": 0.6, "y": 0.25749572352938 }, { "x": 0.65, "y": 0.2827855754103 }, { "x": 0.7, "y": 0.30693872829279 }, { "x": 0.75, "y": 0.32993660362441 }, { "x": 0.8, "y": 0.35178584668043 }, { "x": 0.85, "y": 0.37251043437135 }, { "x": 0.9, "y": 0.39214593104571 }, { "x": 0.95, "y": 0.41073530954078 }, { "x": 1, "y": 0.42832592099002 }, { "x": 1.05, "y": 0.44496731149642 }, { "x": 1.1, "y": 0.46070966456827 }, { "x": 1.15, "y": 0.47560270618518 }, { "x": 1.2, "y": 0.48969495152358 }, { "x": 1.25, "y": 0.5030332033373 }, { "x": 1.3, "y": 0.51566223489609 }, { "x": 1.35, "y": 0.52762460741724 }, { "x": 1.4, "y": 0.53896058463621 }, { "x": 1.45, "y": 0.54970811667207 }, { "x": 1.5, "y": 0.55990287247162 }, { "x": 1.55, "y": 0.56957830546433 }, { "x": 1.6, "y": 0.57876574107495 }, { "x": 1.65, "y": 0.58749447775503 }, { "x": 1.7, "y": 0.59579189545548 }, { "x": 1.75, "y": 0.60368356715693 }, { "x": 1.8, "y": 0.61119337034176 }, { "x": 1.85, "y": 0.61834359623696 }, { "x": 1.9, "y": 0.62515505535914 }, { "x": 1.95, "y": 0.63164717841245 }, { "x": 2, "y": 0.63783811197107 }, { "x": 2.05, "y": 0.6437448086555 }, { "x": 2.1, "y": 0.64938311171141 }, { "x": 2.15, "y": 0.65476783404029 }, { "x": 2.2, "y": 0.65991283182906 }, { "x": 2.25, "y": 0.66483107299008 }, { "x": 2.3, "y": 0.66953470066426 }, { "x": 2.35, "y": 0.67403509206306 }, { "x": 2.4, "y": 0.67834291293584 }, { "x": 2.45, "y": 0.68246816795031 }, { "x": 2.5, "y": 0.68642024726894 }, { "x": 2.55, "y": 0.69020796959493 }, { "x": 2.6, "y": 0.69383962194888 }, { "x": 2.65, "y": 0.69732299642383 }, { "x": 2.7, "y": 0.70066542415098 }, { "x": 2.75, "y": 0.70387380669375 }, { "x": 2.8, "y": 0.7069546450724 }, { "x": 2.85, "y": 0.70991406660688 }, { "x": 2.9, "y": 0.71275784975167 }, { "x": 2.95, "y": 0.71549144708249 }, { "x": 3, "y": 0.71812000658274 }, { "x": 3.05, "y": 0.7206483913651 }, { "x": 3.1, "y": 0.72308119795324 }, { "x": 3.15, "y": 0.72542277323797 }, { "x": 3.2, "y": 0.72767723021298 }, { "x": 3.25, "y": 0.72984846258644 }, { "x": 3.3, "y": 0.73194015835691 }, { "x": 3.35, "y": 0.7339558124345 }, { "x": 3.4, "y": 0.73589873838151 }, { "x": 3.45, "y": 0.73777207934063 }, { "x": 3.5, "y": 0.73957881821329 }, { "x": 3.55, "y": 0.74132178714508 }, { "x": 3.6, "y": 0.74300367637119 }, { "x": 3.65, "y": 0.74462704246969 }, { "x": 3.7, "y": 0.74619431606718 }, { "x": 3.75, "y": 0.74770780903739 }, { "x": 3.8, "y": 0.74916972122998 }, { "x": 3.85, "y": 0.75058214676408 }, { "x": 3.9, "y": 0.75194707991798 }, { "x": 3.94999999999999, "y": 0.7532664206442 }, { "x": 3.99999999999999, "y": 0.75454197973653 } ] }, { "id": 187, "curve_id": "E17.4", "sector": "Water", "ci_type": "Others", "ci_desc": "Medium/large pumping plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.26213075198462421, "sigma": 1.3994193373613018, "method": "Curve fitting", "mu_sigma_quality": 0.99215004872519619, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.262, σ=1.399, R²=0.992; Mu/sigma can be used for reconstruction (quality: 0.992); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00060372172119 }, { "x": 0.1, "y": 0.00642582412617 }, { "x": 0.15, "y": 0.02305801725303 }, { "x": 0.2, "y": 0.04982155831885 }, { "x": 0.25, "y": 0.0815305989558 }, { "x": 0.3, "y": 0.11409019304497 }, { "x": 0.35, "y": 0.14554831911379 }, { "x": 0.4, "y": 0.17530683992771 }, { "x": 0.45, "y": 0.2033616569447 }, { "x": 0.5, "y": 0.22989024640558 }, { "x": 0.55, "y": 0.25508053871175 }, { "x": 0.6, "y": 0.27907913804754 }, { "x": 0.65, "y": 0.30198756711085 }, { "x": 0.7, "y": 0.3238732261722 }, { "x": 0.75, "y": 0.34478184711704 }, { "x": 0.8, "y": 0.36474728365556 }, { "x": 0.85, "y": 0.38379805953675 }, { "x": 0.9, "y": 0.40196125920252 }, { "x": 0.95, "y": 0.41926455099569 }, { "x": 1, "y": 0.43573701799094 }, { "x": 1.05, "y": 0.45140928865053 }, { "x": 1.1, "y": 0.46631329613598 }, { "x": 1.15, "y": 0.48048187232901 }, { "x": 1.2, "y": 0.49394829803362 }, { "x": 1.25, "y": 0.50674587577108 }, { "x": 1.3, "y": 0.51890755733605 }, { "x": 1.35, "y": 0.53046563793674 }, { "x": 1.4, "y": 0.54145151731511 }, { "x": 1.45, "y": 0.55189552234903 }, { "x": 1.5, "y": 0.56182678305999 }, { "x": 1.55, "y": 0.57127315327307 }, { "x": 1.6, "y": 0.58026116752733 }, { "x": 1.65, "y": 0.58881602668221 }, { "x": 1.7, "y": 0.5969616057034 }, { "x": 1.75, "y": 0.60472047816492 }, { "x": 1.8, "y": 0.61211395298524 }, { "x": 1.85, "y": 0.61916211978348 }, { "x": 1.9, "y": 0.62588389998571 }, { "x": 1.95, "y": 0.63229710143346 }, { "x": 2, "y": 0.63841847475917 }, { "x": 2.05, "y": 0.64426377020873 }, { "x": 2.1, "y": 0.6498477939253 }, { "x": 2.15, "y": 0.65518446297374 }, { "x": 2.2, "y": 0.66028685859408 }, { "x": 2.25, "y": 0.6651672773355 }, { "x": 2.3, "y": 0.66983727984874 }, { "x": 2.35, "y": 0.67430773721132 }, { "x": 2.4, "y": 0.67858887473318 }, { "x": 2.45, "y": 0.68269031324493 }, { "x": 2.5, "y": 0.68662110791078 }, { "x": 2.55, "y": 0.69038978463692 }, { "x": 2.6, "y": 0.69400437416565 }, { "x": 2.65, "y": 0.69747244395875 }, { "x": 2.7, "y": 0.70080112798101 }, { "x": 2.75, "y": 0.70399715449874 }, { "x": 2.8, "y": 0.70706687200901 }, { "x": 2.85, "y": 0.710016273414 }, { "x": 2.9, "y": 0.71285101855174 }, { "x": 2.95, "y": 0.71557645519108 }, { "x": 3, "y": 0.71819763859354 }, { "x": 3.05, "y": 0.72071934973986 }, { "x": 3.1, "y": 0.72314611231376 }, { "x": 3.15, "y": 0.7254822085297 }, { "x": 3.2, "y": 0.7277316938864 }, { "x": 3.25, "y": 0.72989841092228 }, { "x": 3.3, "y": 0.73198600204413 }, { "x": 3.35, "y": 0.7339979214952 }, { "x": 3.4, "y": 0.73593744652441 }, { "x": 3.45, "y": 0.73780768781398 }, { "x": 3.5, "y": 0.73961159921851 }, { "x": 3.55, "y": 0.74135198686484 }, { "x": 3.6, "y": 0.74303151765819 }, { "x": 3.65, "y": 0.74465272723698 }, { "x": 3.7, "y": 0.7462180274153 }, { "x": 3.75, "y": 0.74772971314927 }, { "x": 3.8, "y": 0.7491899690608 }, { "x": 3.85, "y": 0.75060087554969 }, { "x": 3.9, "y": 0.75196441452279 }, { "x": 3.94999999999999, "y": 0.75328247476671 }, { "x": 3.99999999999999, "y": 0.75455685698867 } ] }, { "id": 188, "curve_id": "E18.1", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Small wastewater treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": -0.244729411059223, "sigma": 1.3624655298714583, "method": "Curve fitting", "mu_sigma_quality": 0.93051817766857781, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.245, σ=1.362, R²=0.931; Mu/sigma can be used for reconstruction (quality: 0.931); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.61354682E-06 }, { "x": 0.1, "y": 0.0005526137374 }, { "x": 0.15, "y": 0.0067848816178 }, { "x": 0.2, "y": 0.02729812269814 }, { "x": 0.25, "y": 0.06473345679083 }, { "x": 0.3, "y": 0.11477284050196 }, { "x": 0.35, "y": 0.17104308297456 }, { "x": 0.4, "y": 0.22840855326729 }, { "x": 0.45, "y": 0.28370955208206 }, { "x": 0.5, "y": 0.33535327537228 }, { "x": 0.55, "y": 0.38272307920686 }, { "x": 0.6, "y": 0.4257328347532 }, { "x": 0.65, "y": 0.46455577835962 }, { "x": 0.7, "y": 0.49947718770976 }, { "x": 0.75, "y": 0.53081997831103 }, { "x": 0.8, "y": 0.55890920130448 }, { "x": 0.85, "y": 0.58405605079046 }, { "x": 0.9, "y": 0.60655125540654 }, { "x": 0.95, "y": 0.62666285961991 }, { "x": 1, "y": 0.64463602696081 }, { "x": 1.05, "y": 0.66069377166104 }, { "x": 1.1, "y": 0.67503811823252 }, { "x": 1.15, "y": 0.68785145569006 }, { "x": 1.2, "y": 0.69929797098041 }, { "x": 1.25, "y": 0.70952509834676 }, { "x": 1.3, "y": 0.71866494571536 }, { "x": 1.35, "y": 0.72683567211376 }, { "x": 1.4, "y": 0.73414279832039 }, { "x": 1.45, "y": 0.74068043896655 }, { "x": 1.5, "y": 0.74653244907138 }, { "x": 1.55, "y": 0.75177348179706 }, { "x": 1.6, "y": 0.75646995719177 }, { "x": 1.65, "y": 0.76068094393474 }, { "x": 1.7, "y": 0.76445895770939 }, { "x": 1.75, "y": 0.76785068091016 }, { "x": 1.8, "y": 0.77089760904061 }, { "x": 1.85, "y": 0.77363662948011 }, { "x": 1.9, "y": 0.776100538367 }, { "x": 1.95, "y": 0.77831850123806 }, { "x": 2, "y": 0.78031646283277 }, { "x": 2.05, "y": 0.78211751116045 }, { "x": 2.1, "y": 0.78374220057244 }, { "x": 2.15, "y": 0.78520883820382 }, { "x": 2.2, "y": 0.78653373776854 }, { "x": 2.25, "y": 0.78773144431959 }, { "x": 2.3, "y": 0.78881493323042 }, { "x": 2.35, "y": 0.78979578632016 }, { "x": 2.4, "y": 0.79068434773636 }, { "x": 2.45, "y": 0.79148986192528 }, { "x": 2.5, "y": 0.79222059576203 }, { "x": 2.55, "y": 0.79288394667986 }, { "x": 2.6, "y": 0.79348653842829 }, { "x": 2.65, "y": 0.79403430590218 }, { "x": 2.7, "y": 0.79453257031671 }, { "x": 2.75, "y": 0.79498610585409 }, { "x": 2.8, "y": 0.79539919877602 }, { "x": 2.85, "y": 0.79577569987862 }, { "x": 2.9, "y": 0.79611907106348 }, { "x": 2.95, "y": 0.79643242670655 }, { "x": 3, "y": 0.79671857042643 }, { "x": 3.05, "y": 0.79698002778235 }, { "x": 3.1, "y": 0.79721907536925 }, { "x": 3.15, "y": 0.79743776672263 }, { "x": 3.2, "y": 0.79763795539687 }, { "x": 3.25, "y": 0.79782131553817 }, { "x": 3.3, "y": 0.79798936023546 }, { "x": 3.35, "y": 0.79814345789965 }, { "x": 3.4, "y": 0.79828484689227 }, { "x": 3.45, "y": 0.79841464859893 }, { "x": 3.5, "y": 0.79853387912039 }, { "x": 3.55, "y": 0.79864345973408 }, { "x": 3.6, "y": 0.79874422626143 }, { "x": 3.65, "y": 0.79883693746071 }, { "x": 3.7, "y": 0.79892228255171 }, { "x": 3.75, "y": 0.79900088796614 }, { "x": 3.8, "y": 0.79907332340754 }, { "x": 3.85, "y": 0.79914010729449 }, { "x": 3.9, "y": 0.79920171165315 }, { "x": 3.94999999999999, "y": 0.79925856651754 }, { "x": 3.99999999999999, "y": 0.79931106388948 } ] }, { "id": 189, "curve_id": "E18.2", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Small wastewater treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": -0.281081279924193, "sigma": 1.4165076750909842, "method": "Curve fitting", "mu_sigma_quality": 0.93730763274811779, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.281, σ=1.417, R²=0.937; Mu/sigma can be used for reconstruction (quality: 0.937); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.168059776E-05 }, { "x": 0.1, "y": 0.0026277231148 }, { "x": 0.15, "y": 0.01916364039063 }, { "x": 0.2, "y": 0.05528512424432 }, { "x": 0.25, "y": 0.10410022255232 }, { "x": 0.3, "y": 0.15729105679059 }, { "x": 0.35, "y": 0.21024245758823 }, { "x": 0.4, "y": 0.26112194678117 }, { "x": 0.45, "y": 0.30929766406401 }, { "x": 0.5, "y": 0.35452552035504 }, { "x": 0.55, "y": 0.39667993297143 }, { "x": 0.6, "y": 0.43569889212385 }, { "x": 0.65, "y": 0.47158227244797 }, { "x": 0.7, "y": 0.50439132256292 }, { "x": 0.75, "y": 0.53424048670606 }, { "x": 0.8, "y": 0.56128448542615 }, { "x": 0.85, "y": 0.58570454682312 }, { "x": 0.9, "y": 0.60769616820105 }, { "x": 0.95, "y": 0.62745936144717 }, { "x": 1, "y": 0.64519147061995 }, { "x": 1.05, "y": 0.66108224380072 }, { "x": 1.1, "y": 0.67531071006501 }, { "x": 1.15, "y": 0.68804341923997 }, { "x": 1.2, "y": 0.69943366537307 }, { "x": 1.25, "y": 0.70962139230378 }, { "x": 1.3, "y": 0.71873355230212 }, { "x": 1.35, "y": 0.72688474950954 }, { "x": 1.4, "y": 0.73417804779977 }, { "x": 1.45, "y": 0.74070585900315 }, { "x": 1.5, "y": 0.74655085429445 }, { "x": 1.55, "y": 0.75178686101728 }, { "x": 1.6, "y": 0.7564797211121 }, { "x": 1.65, "y": 0.76068809707776 }, { "x": 1.7, "y": 0.76446421814735 }, { "x": 1.75, "y": 0.76785456393763 }, { "x": 1.8, "y": 0.77090048585991 }, { "x": 1.85, "y": 0.77363876851286 }, { "x": 1.9, "y": 0.77610213444352 }, { "x": 1.95, "y": 0.77831969629858 }, { "x": 2, "y": 0.78031736066357 }, { "x": 2.05, "y": 0.78211818792284 }, { "x": 2.1, "y": 0.78374271235331 }, { "x": 2.15, "y": 0.7852092264502 }, { "x": 2.2, "y": 0.78653403321329 }, { "x": 2.25, "y": 0.78773166982716 }, { "x": 2.3, "y": 0.7888151058671 }, { "x": 2.35, "y": 0.78979591886533 }, { "x": 2.4, "y": 0.79068444978941 }, { "x": 2.45, "y": 0.79148994071916 }, { "x": 2.5, "y": 0.79222065676305 }, { "x": 2.55, "y": 0.79288399403143 }, { "x": 2.6, "y": 0.79348657528015 }, { "x": 2.65, "y": 0.79403433465551 }, { "x": 2.7, "y": 0.79453259280709 }, { "x": 2.75, "y": 0.79498612348858 }, { "x": 2.8, "y": 0.79539921263603 }, { "x": 2.85, "y": 0.79577571079751 }, { "x": 2.9, "y": 0.79611907968503 }, { "x": 2.95, "y": 0.79643243352937 }, { "x": 3, "y": 0.79671857583766 }, { "x": 3.05, "y": 0.79698003208326 }, { "x": 3.1, "y": 0.79721907879486 }, { "x": 3.15, "y": 0.79743776945672 }, { "x": 3.2, "y": 0.79763795758346 }, { "x": 3.25, "y": 0.79782131729036 }, { "x": 3.3, "y": 0.79798936164229 }, { "x": 3.35, "y": 0.79814345903134 }, { "x": 3.4, "y": 0.79828484780434 }, { "x": 3.45, "y": 0.79841464933535 }, { "x": 3.5, "y": 0.79853387971606 }, { "x": 3.55, "y": 0.79864346021676 }, { "x": 3.6, "y": 0.79874422665322 }, { "x": 3.65, "y": 0.79883693777928 }, { "x": 3.7, "y": 0.79892228281117 }, { "x": 3.75, "y": 0.79900088817781 }, { "x": 3.8, "y": 0.7990733235805 }, { "x": 3.85, "y": 0.79914010743604 }, { "x": 3.9, "y": 0.79920171176918 }, { "x": 3.94999999999999, "y": 0.79925856661279 }, { "x": 3.99999999999999, "y": 0.7993110639678 } ] }, { "id": 190, "curve_id": "E18.3", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Medium waste water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.14186412763244519, "sigma": 1.1239987885027038, "method": "Curve fitting", "mu_sigma_quality": 0.96909055559593316, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.142, σ=1.124, R²=0.969; Mu/sigma can be used for reconstruction (quality: 0.969); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.445532E-08 }, { "x": 0.1, "y": 2.207637145E-05 }, { "x": 0.15, "y": 0.0005627246411 }, { "x": 0.2, "y": 0.00367121833211 }, { "x": 0.25, "y": 0.0124336365984 }, { "x": 0.3, "y": 0.02898303348492 }, { "x": 0.35, "y": 0.05349782053712 }, { "x": 0.4, "y": 0.08460991349925 }, { "x": 0.45, "y": 0.12028303769124 }, { "x": 0.5, "y": 0.15849454611213 }, { "x": 0.55, "y": 0.19757530651991 }, { "x": 0.6, "y": 0.23629911079185 }, { "x": 0.65, "y": 0.27384319741941 }, { "x": 0.7, "y": 0.30970328655821 }, { "x": 0.75, "y": 0.34360609627033 }, { "x": 0.8, "y": 0.37543623378729 }, { "x": 0.85, "y": 0.40518104157831 }, { "x": 0.9, "y": 0.43289146384181 }, { "x": 0.95, "y": 0.45865541934371 }, { "x": 1, "y": 0.48258026327355 }, { "x": 1.05, "y": 0.50478156923375 }, { "x": 1.1, "y": 0.52537617533801 }, { "x": 1.15, "y": 0.54447804216066 }, { "x": 1.2, "y": 0.56219592876317 }, { "x": 1.25, "y": 0.57863222145042 }, { "x": 1.3, "y": 0.59388247707102 }, { "x": 1.35, "y": 0.60803539627315 }, { "x": 1.4, "y": 0.62117304436528 }, { "x": 1.45, "y": 0.63337120468171 }, { "x": 1.5, "y": 0.64469979314802 }, { "x": 1.55, "y": 0.65522329098638 }, { "x": 1.6, "y": 0.66500117052213 }, { "x": 1.65, "y": 0.67408830039996 }, { "x": 1.7, "y": 0.68253532353948 }, { "x": 1.75, "y": 0.69038900539844 }, { "x": 1.8, "y": 0.69769255257933 }, { "x": 1.85, "y": 0.7044859031677 }, { "x": 1.9, "y": 0.71080599085624 }, { "x": 1.95, "y": 0.7166869851594 }, { "x": 2, "y": 0.72216051003439 }, { "x": 2.05, "y": 0.7272558431053 }, { "x": 2.1, "y": 0.73200009750374 }, { "x": 2.15, "y": 0.73641838813461 }, { "x": 2.2, "y": 0.74053398396976 }, { "x": 2.25, "y": 0.74436844778066 }, { "x": 2.3, "y": 0.74794176454701 }, { "x": 2.35, "y": 0.75127245962548 }, { "x": 2.4, "y": 0.75437770762971 }, { "x": 2.45, "y": 0.75727343285845 }, { "x": 2.5, "y": 0.75997440201106 }, { "x": 2.55, "y": 0.76249430984627 }, { "x": 2.6, "y": 0.76484585836911 }, { "x": 2.65, "y": 0.76704083007027 }, { "x": 2.7, "y": 0.76909015568988 }, { "x": 2.75, "y": 0.77100397693305 }, { "x": 2.8, "y": 0.77279170452529 }, { "x": 2.85, "y": 0.77446207196211 }, { "x": 2.9, "y": 0.77602318527677 }, { "x": 2.95, "y": 0.77748256912409 }, { "x": 3, "y": 0.77884720945391 }, { "x": 3.05, "y": 0.78012359302698 }, { "x": 3.1, "y": 0.78131774400633 }, { "x": 3.15, "y": 0.78243525784 }, { "x": 3.2, "y": 0.78348133263472 }, { "x": 3.25, "y": 0.78446079820546 }, { "x": 3.3, "y": 0.78537814297239 }, { "x": 3.35, "y": 0.7862375388642 }, { "x": 3.4, "y": 0.78704286437498 }, { "x": 3.45, "y": 0.78779772591156 }, { "x": 3.5, "y": 0.78850547755799 }, { "x": 3.55, "y": 0.78916923937461 }, { "x": 3.6, "y": 0.78979191434072 }, { "x": 3.65, "y": 0.79037620404197 }, { "x": 3.7, "y": 0.79092462319582 }, { "x": 3.75, "y": 0.79143951310208 }, { "x": 3.8, "y": 0.79192305409863 }, { "x": 3.85, "y": 0.7923772770969 }, { "x": 3.9, "y": 0.79280407426589 }, { "x": 3.94999999999999, "y": 0.7932052089285 }, { "x": 3.99999999999999, "y": 0.79358232472928 } ] }, { "id": 191, "curve_id": "E18.4", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Medium waste water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.10243227973329556, "sigma": 1.1932907606346639, "method": "Curve fitting", "mu_sigma_quality": 0.97682067614209067, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.102, σ=1.193, R²=0.977; Mu/sigma can be used for reconstruction (quality: 0.977); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.81261907E-06 }, { "x": 0.1, "y": 0.00061714854659 }, { "x": 0.15, "y": 0.005873033666 }, { "x": 0.2, "y": 0.02060435802138 }, { "x": 0.25, "y": 0.04477012463829 }, { "x": 0.3, "y": 0.07478846792374 }, { "x": 0.35, "y": 0.10727315407109 }, { "x": 0.4, "y": 0.14037395442462 }, { "x": 0.45, "y": 0.17339404187694 }, { "x": 0.5, "y": 0.20613625005519 }, { "x": 0.55, "y": 0.2385077996356 }, { "x": 0.6, "y": 0.2703773432351 }, { "x": 0.65, "y": 0.30156352442823 }, { "x": 0.7, "y": 0.33186654205547 }, { "x": 0.75, "y": 0.36110079234463 }, { "x": 0.8, "y": 0.38911547916439 }, { "x": 0.85, "y": 0.41580291723244 }, { "x": 0.9, "y": 0.44109821230166 }, { "x": 0.95, "y": 0.46497416491634 }, { "x": 1, "y": 0.48743423249144 }, { "x": 1.05, "y": 0.50850529062501 }, { "x": 1.1, "y": 0.52823110032799 }, { "x": 1.15, "y": 0.54666684746829 }, { "x": 1.2, "y": 0.56387481082325 }, { "x": 1.25, "y": 0.57992105976014 }, { "x": 1.3, "y": 0.59487302057735 }, { "x": 1.35, "y": 0.60879773988658 }, { "x": 1.4, "y": 0.62176068781123 }, { "x": 1.45, "y": 0.63382496800094 }, { "x": 1.5, "y": 0.64505082739037 }, { "x": 1.55, "y": 0.65549538238382 }, { "x": 1.6, "y": 0.66521249823045 }, { "x": 1.65, "y": 0.67425277452386 }, { "x": 1.7, "y": 0.6826636023518 }, { "x": 1.75, "y": 0.69048926819663 }, { "x": 1.8, "y": 0.69777108683617 }, { "x": 1.85, "y": 0.70454755075513 }, { "x": 1.9, "y": 0.71085448740305 }, { "x": 1.95, "y": 0.71672521838715 }, { "x": 2, "y": 0.72219071665091 }, { "x": 2.05, "y": 0.72727975907585 }, { "x": 2.1, "y": 0.73201907291436 }, { "x": 2.15, "y": 0.73643347513453 }, { "x": 2.2, "y": 0.74054600421939 }, { "x": 2.25, "y": 0.74437804427464 }, { "x": 2.3, "y": 0.7479494415063 }, { "x": 2.35, "y": 0.75127861326398 }, { "x": 2.4, "y": 0.75438264992898 }, { "x": 2.45, "y": 0.75727740997555 }, { "x": 2.5, "y": 0.75997760855931 }, { "x": 2.55, "y": 0.76249689999626 }, { "x": 2.6, "y": 0.76484795449519 }, { "x": 2.65, "y": 0.76704252949859 }, { "x": 2.7, "y": 0.76909153597532 }, { "x": 2.75, "y": 0.77100509999385 }, { "x": 2.8, "y": 0.77279261988913 }, { "x": 2.85, "y": 0.77446281931936 }, { "x": 2.9, "y": 0.77602379649294 }, { "x": 2.95, "y": 0.77748306982882 }, { "x": 3, "y": 0.77884762029814 }, { "x": 3.05, "y": 0.7801239306794 }, { "x": 3.1, "y": 0.78131802194465 }, { "x": 3.15, "y": 0.78243548698048 }, { "x": 3.2, "y": 0.78348152183382 }, { "x": 3.25, "y": 0.78446095466048 }, { "x": 3.3, "y": 0.78537827254185 }, { "x": 3.35, "y": 0.78623764632452 }, { "x": 3.4, "y": 0.78704295362654 }, { "x": 3.45, "y": 0.78779780014437 }, { "x": 3.5, "y": 0.78850553938504 }, { "x": 3.55, "y": 0.78916929093952 }, { "x": 3.6, "y": 0.78979195740466 }, { "x": 3.65, "y": 0.79037624005402 }, { "x": 3.7, "y": 0.79092465335001 }, { "x": 3.75, "y": 0.79143953838366 }, { "x": 3.8, "y": 0.79192307532174 }, { "x": 3.85, "y": 0.79237729493522 }, { "x": 3.9, "y": 0.7928040892776 }, { "x": 3.94999999999999, "y": 0.79320522157675 }, { "x": 3.99999999999999, "y": 0.79358233539883 } ] }, { "id": 192, "curve_id": "E18.5", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Large wastewater treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.30735825778745424, "sigma": 0.94582624311064156, "method": "Curve fitting", "mu_sigma_quality": 0.9800011018742868, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.307, σ=0.946, R²=0.980; Mu/sigma can be used for reconstruction (quality: 0.980); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.1122E-09 }, { "x": 0.1, "y": 3.8156668E-06 }, { "x": 0.15, "y": 0.00014241348142 }, { "x": 0.2, "y": 0.00116100251314 }, { "x": 0.25, "y": 0.00457190433899 }, { "x": 0.3, "y": 0.01193480009954 }, { "x": 0.35, "y": 0.02412441463324 }, { "x": 0.4, "y": 0.04115996567016 }, { "x": 0.45, "y": 0.06243399753756 }, { "x": 0.5, "y": 0.08703456322736 }, { "x": 0.55, "y": 0.11399827915142 }, { "x": 0.6, "y": 0.14245887861655 }, { "x": 0.65, "y": 0.17171078065145 }, { "x": 0.7, "y": 0.20121843178637 }, { "x": 0.75, "y": 0.23059707831621 }, { "x": 0.8, "y": 0.25958228469914 }, { "x": 0.85, "y": 0.28799837413054 }, { "x": 0.9, "y": 0.31573091760026 }, { "x": 0.95, "y": 0.34270519595351 }, { "x": 1, "y": 0.36887072596115 }, { "x": 1.05, "y": 0.39419103106138 }, { "x": 1.1, "y": 0.41863750328706 }, { "x": 1.15, "y": 0.44218619680209 }, { "x": 1.2, "y": 0.46481654965872 }, { "x": 1.25, "y": 0.48651124577867 }, { "x": 1.3, "y": 0.50725664522672 }, { "x": 1.35, "y": 0.52704339869016 }, { "x": 1.4, "y": 0.54586701113044 }, { "x": 1.45, "y": 0.56372822962165 }, { "x": 1.5, "y": 0.58063320631682 }, { "x": 1.55, "y": 0.5965934360505 }, { "x": 1.6, "y": 0.61162549612364 }, { "x": 1.65, "y": 0.62575062933932 }, { "x": 1.7, "y": 0.63899421523268 }, { "x": 1.75, "y": 0.65138517236776 }, { "x": 1.8, "y": 0.66295532923103 }, { "x": 1.85, "y": 0.67373879446338 }, { "x": 1.9, "y": 0.68377135012386 }, { "x": 1.95, "y": 0.69308988507483 }, { "x": 2, "y": 0.70173187979427 }, { "x": 2.05, "y": 0.70973494910953 }, { "x": 2.1, "y": 0.71713644551802 }, { "x": 2.15, "y": 0.72397312284433 }, { "x": 2.2, "y": 0.73028085786729 }, { "x": 2.25, "y": 0.73609442610567 }, { "x": 2.3, "y": 0.7414473270502 }, { "x": 2.35, "y": 0.74637165365378 }, { "x": 2.4, "y": 0.75089800073839 }, { "x": 2.45, "y": 0.75505540705787 }, { "x": 2.5, "y": 0.75887132600025 }, { "x": 2.55, "y": 0.76237162026346 }, { "x": 2.6, "y": 0.7655805762512 }, { "x": 2.65, "y": 0.76852093437709 }, { "x": 2.7, "y": 0.77121393191178 }, { "x": 2.75, "y": 0.77367935544134 }, { "x": 2.8, "y": 0.77593560041551 }, { "x": 2.85, "y": 0.77799973564326 }, { "x": 2.9, "y": 0.77988757093751 }, { "x": 2.95, "y": 0.78161372641878 }, { "x": 3, "y": 0.78319170226 }, { "x": 3.05, "y": 0.7846339478919 }, { "x": 3.1, "y": 0.78595192989449 }, { "x": 3.15, "y": 0.78715619797524 }, { "x": 3.2, "y": 0.78825644858404 }, { "x": 3.25, "y": 0.78926158583988 }, { "x": 3.3, "y": 0.79017977954805 }, { "x": 3.35, "y": 0.79101852017249 }, { "x": 3.4, "y": 0.7917846706969 }, { "x": 3.45, "y": 0.79248451536465 }, { "x": 3.5, "y": 0.7931238053311 }, { "x": 3.55, "y": 0.79370780129651 }, { "x": 3.6, "y": 0.79424131321347 }, { "x": 3.65, "y": 0.79472873718193 }, { "x": 3.7, "y": 0.7951740896583 }, { "x": 3.75, "y": 0.79558103911341 }, { "x": 3.8, "y": 0.7959529352797 }, { "x": 3.85, "y": 0.79629283612909 }, { "x": 3.9, "y": 0.79660353272331 }, { "x": 3.94999999999999, "y": 0.79688757207534 }, { "x": 3.99999999999999, "y": 0.7971472781575 } ] }, { "id": 193, "curve_id": "E18.6", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Large wastewater treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.26974461597175536, "sigma": 1.0182802329920455, "method": "Curve fitting", "mu_sigma_quality": 0.9857379285561787, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.270, σ=1.018, R²=0.986; Mu/sigma can be used for reconstruction (quality: 0.986); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.1412948E-06 }, { "x": 0.1, "y": 0.00036512255183 }, { "x": 0.15, "y": 0.00408449937803 }, { "x": 0.2, "y": 0.01542621124385 }, { "x": 0.25, "y": 0.03457819196666 }, { "x": 0.3, "y": 0.05807444530596 }, { "x": 0.35, "y": 0.08240380427809 }, { "x": 0.4, "y": 0.10577195823256 }, { "x": 0.45, "y": 0.12790101287653 }, { "x": 0.5, "y": 0.14925428439359 }, { "x": 0.55, "y": 0.17043878984369 }, { "x": 0.6, "y": 0.19191848071632 }, { "x": 0.65, "y": 0.21394262166121 }, { "x": 0.7, "y": 0.23657590964058 }, { "x": 0.75, "y": 0.2597578444678 }, { "x": 0.8, "y": 0.28335747910275 }, { "x": 0.85, "y": 0.30721297584763 }, { "x": 0.9, "y": 0.33115620406067 }, { "x": 0.95, "y": 0.35502619240477 }, { "x": 1, "y": 0.37867547591651 }, { "x": 1.05, "y": 0.40197244051456 }, { "x": 1.1, "y": 0.42480168042768 }, { "x": 1.15, "y": 0.44706351696164 }, { "x": 1.2, "y": 0.46867324744235 }, { "x": 1.25, "y": 0.48956035373484 }, { "x": 1.3, "y": 0.50966772682027 }, { "x": 1.35, "y": 0.52895089252937 }, { "x": 1.4, "y": 0.54737720674939 }, { "x": 1.45, "y": 0.56492499635241 }, { "x": 1.5, "y": 0.5815826376869 }, { "x": 1.55, "y": 0.59734757921373 }, { "x": 1.6, "y": 0.61222532536676 }, { "x": 1.65, "y": 0.62622840436766 }, { "x": 1.7, "y": 0.63937534422049 }, { "x": 1.75, "y": 0.65168967959296 }, { "x": 1.8, "y": 0.6631990089056 }, { "x": 1.85, "y": 0.67393411664848 }, { "x": 1.9, "y": 0.68392817143342 }, { "x": 1.95, "y": 0.69321600603391 }, { "x": 2, "y": 0.70183348193858 }, { "x": 2.05, "y": 0.70981693787369 }, { "x": 2.1, "y": 0.7172027193616 }, { "x": 2.15, "y": 0.72402678463776 }, { "x": 2.2, "y": 0.73032438107397 }, { "x": 2.25, "y": 0.73612978556145 }, { "x": 2.3, "y": 0.74147610199975 }, { "x": 2.35, "y": 0.74639510902936 }, { "x": 2.4, "y": 0.75091715135937 }, { "x": 2.45, "y": 0.75507106840957 }, { "x": 2.5, "y": 0.75888415445461 }, { "x": 2.55, "y": 0.76238214498355 }, { "x": 2.6, "y": 0.76558922453679 }, { "x": 2.65, "y": 0.76852805183022 }, { "x": 2.7, "y": 0.77121979850567 }, { "x": 2.75, "y": 0.77368419834476 }, { "x": 2.8, "y": 0.7759396042436 }, { "x": 2.85, "y": 0.77800305066413 }, { "x": 2.9, "y": 0.77989031965247 }, { "x": 2.95, "y": 0.78161600884687 }, { "x": 3, "y": 0.78319360018844 }, { "x": 3.05, "y": 0.78463552830024 }, { "x": 3.1, "y": 0.78595324771725 }, { "x": 3.15, "y": 0.78715729833433 }, { "x": 3.2, "y": 0.78825736859546 }, { "x": 3.25, "y": 0.78926235607806 }, { "x": 3.3, "y": 0.79018042523453 }, { "x": 3.35, "y": 0.79101906214226 }, { "x": 3.4, "y": 0.79178512618512 }, { "x": 3.45, "y": 0.7924848986481 }, { "x": 3.5, "y": 0.79312412825191 }, { "x": 3.55, "y": 0.79370807369041 }, { "x": 3.6, "y": 0.79424154326046 }, { "x": 3.65, "y": 0.79472893169383 }, { "x": 3.7, "y": 0.79517425431482 }, { "x": 3.75, "y": 0.79558117865628 }, { "x": 3.8, "y": 0.79595305367249 }, { "x": 3.85, "y": 0.796292936689 }, { "x": 3.9, "y": 0.79660361822991 }, { "x": 3.94999999999999, "y": 0.79688764486051 }, { "x": 3.99999999999999, "y": 0.79714734017983 } ] }, { "id": 194, "curve_id": "E2.1", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Small substation, low voltage: 34.5-150 kV", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": -0.219022901686034, "sigma": 1.3363706483261431, "method": "Curve fitting", "mu_sigma_quality": 0.94040498498378311, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.219, σ=1.336, R²=0.940; Mu/sigma can be used for reconstruction (quality: 0.940); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00068035831635 }, { "x": 0.1, "y": 0.00661831388639 }, { "x": 0.15, "y": 0.02298976230189 }, { "x": 0.2, "y": 0.0506544706857 }, { "x": 0.25, "y": 0.08760122227257 }, { "x": 0.3, "y": 0.13070284675043 }, { "x": 0.35, "y": 0.17683200809579 }, { "x": 0.4, "y": 0.22357882430948 }, { "x": 0.45, "y": 0.26940693008453 }, { "x": 0.5, "y": 0.31347208560343 }, { "x": 0.55, "y": 0.35536581134349 }, { "x": 0.6, "y": 0.39491286639421 }, { "x": 0.65, "y": 0.43204809945103 }, { "x": 0.7, "y": 0.46675521975918 }, { "x": 0.75, "y": 0.49904262609393 }, { "x": 0.8, "y": 0.52893714540299 }, { "x": 0.85, "y": 0.55648419399273 }, { "x": 0.9, "y": 0.58174871258906 }, { "x": 0.95, "y": 0.60481476611031 }, { "x": 1, "y": 0.62578350130296 }, { "x": 1.05, "y": 0.6447698916783 }, { "x": 1.1, "y": 0.66189887311946 }, { "x": 1.15, "y": 0.67730139763509 }, { "x": 1.2, "y": 0.69111077694557 }, { "x": 1.25, "y": 0.70345953251178 }, { "x": 1.3, "y": 0.71447684510447 }, { "x": 1.35, "y": 0.72428661111187 }, { "x": 1.4, "y": 0.73300605991968 }, { "x": 1.45, "y": 0.74074485900703 }, { "x": 1.5, "y": 0.74760462312022 }, { "x": 1.55, "y": 0.75367874462659 }, { "x": 1.6, "y": 0.75905246917731 }, { "x": 1.65, "y": 0.76380315085198 }, { "x": 1.7, "y": 0.7680006319156 }, { "x": 1.75, "y": 0.77170770293177 }, { "x": 1.8, "y": 0.77498060857014 }, { "x": 1.85, "y": 0.77786957272533 }, { "x": 1.9, "y": 0.78041932346866 }, { "x": 1.95, "y": 0.78266960395457 }, { "x": 2, "y": 0.78465565984018 }, { "x": 2.05, "y": 0.78640869721566 }, { "x": 2.1, "y": 0.78795630765177 }, { "x": 2.15, "y": 0.78932285890451 }, { "x": 2.2, "y": 0.79052985121327 }, { "x": 2.25, "y": 0.79159624010378 }, { "x": 2.3, "y": 0.7925387272589 }, { "x": 2.35, "y": 0.79337202142652 }, { "x": 2.4, "y": 0.79410907155809 }, { "x": 2.45, "y": 0.79476127446317 }, { "x": 2.5, "y": 0.79533865926291 }, { "x": 2.55, "y": 0.79585005085856 }, { "x": 2.6, "y": 0.79630321452153 }, { "x": 2.65, "y": 0.79670498357665 }, { "x": 2.7, "y": 0.79706137200104 }, { "x": 2.75, "y": 0.79737767360763 }, { "x": 2.8, "y": 0.79765854932905 }, { "x": 2.85, "y": 0.79790810397066 }, { "x": 2.9, "y": 0.79812995366138 }, { "x": 2.95, "y": 0.79832728510092 }, { "x": 3, "y": 0.79850290758205 }, { "x": 3.05, "y": 0.79865929865671 }, { "x": 3.1, "y": 0.79879864421565 }, { "x": 3.15, "y": 0.79892287366171 }, { "x": 3.2, "y": 0.7990336907767 }, { "x": 3.25, "y": 0.79913260081026 }, { "x": 3.3, "y": 0.7992209342555 }, { "x": 3.35, "y": 0.79929986771982 }, { "x": 3.4, "y": 0.79937044224936 }, { "x": 3.45, "y": 0.79943357942149 }, { "x": 3.5, "y": 0.79949009548124 }, { "x": 3.55, "y": 0.79954071376291 }, { "x": 3.6, "y": 0.79958607560884 }, { "x": 3.65, "y": 0.79962674997027 }, { "x": 3.7, "y": 0.79966324185287 }, { "x": 3.75, "y": 0.79969599974875 }, { "x": 3.8, "y": 0.79972542217943 }, { "x": 3.85, "y": 0.79975186345856 }, { "x": 3.9, "y": 0.79977563876982 }, { "x": 3.94999999999999, "y": 0.79979702864326 }, { "x": 3.99999999999999, "y": 0.79981628290344 } ] }, { "id": 195, "curve_id": "E2.2", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Small substation, low voltage: 34.5-150 kV", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": -0.44235120434662, "sigma": 1.4924114458336866, "method": "Curve fitting", "mu_sigma_quality": 0.90357646912083467, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.442, σ=1.492, R²=0.904; Mu/sigma can be used for reconstruction (quality: 0.904); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00077632024507 }, { "x": 0.1, "y": 0.00762981470587 }, { "x": 0.15, "y": 0.0299721872736 }, { "x": 0.2, "y": 0.07274236637295 }, { "x": 0.25, "y": 0.13064311074647 }, { "x": 0.3, "y": 0.19387139639864 }, { "x": 0.35, "y": 0.25517823118936 }, { "x": 0.4, "y": 0.31160217091724 }, { "x": 0.45, "y": 0.36294293477346 }, { "x": 0.5, "y": 0.40998012954752 }, { "x": 0.55, "y": 0.45347541594675 }, { "x": 0.6, "y": 0.49385838982526 }, { "x": 0.65, "y": 0.53125894948676 }, { "x": 0.7, "y": 0.5656432345075 }, { "x": 0.75, "y": 0.59693768174207 }, { "x": 0.8, "y": 0.6251067039725 }, { "x": 0.85, "y": 0.65018649665116 }, { "x": 0.9, "y": 0.67228881922325 }, { "x": 0.95, "y": 0.69158848098711 }, { "x": 1, "y": 0.70830450663152 }, { "x": 1.05, "y": 0.72268100955014 }, { "x": 1.1, "y": 0.73497079729427 }, { "x": 1.15, "y": 0.74542279714939 }, { "x": 1.2, "y": 0.75427329966163 }, { "x": 1.25, "y": 0.76174049852133 }, { "x": 1.3, "y": 0.76802162923292 }, { "x": 1.35, "y": 0.77329201761353 }, { "x": 1.4, "y": 0.7777054424183 }, { "x": 1.45, "y": 0.78139533678616 }, { "x": 1.5, "y": 0.78447647084245 }, { "x": 1.55, "y": 0.78704685939867 }, { "x": 1.6, "y": 0.78918972022538 }, { "x": 1.65, "y": 0.79097537050244 }, { "x": 1.7, "y": 0.79246299445822 }, { "x": 1.75, "y": 0.79370224716515 }, { "x": 1.8, "y": 0.79473468108986 }, { "x": 1.85, "y": 0.79559499598894 }, { "x": 1.9, "y": 0.79631212125821 }, { "x": 1.95, "y": 0.79691014455243 }, { "x": 2, "y": 0.79740910263456 }, { "x": 2.05, "y": 0.79782565089257 }, { "x": 2.1, "y": 0.79817362741282 }, { "x": 2.15, "y": 0.79846452636366 }, { "x": 2.2, "y": 0.79870789401518 }, { "x": 2.25, "y": 0.79891165919428 }, { "x": 2.3, "y": 0.7990824084667 }, { "x": 2.35, "y": 0.79922561492052 }, { "x": 2.4, "y": 0.79934582813469 }, { "x": 2.45, "y": 0.7994468317672 }, { "x": 2.5, "y": 0.79953177419077 }, { "x": 2.55, "y": 0.7996032767346 }, { "x": 2.6, "y": 0.79966352334515 }, { "x": 2.65, "y": 0.799714334847 }, { "x": 2.7, "y": 0.79975723044992 }, { "x": 2.75, "y": 0.79979347870017 }, { "x": 2.8, "y": 0.79982413969811 }, { "x": 2.85, "y": 0.79985010009136 }, { "x": 2.9, "y": 0.79987210209211 }, { "x": 2.95, "y": 0.79989076755111 }, { "x": 3, "y": 0.79990661794162 }, { "x": 3.05, "y": 0.79992009095831 }, { "x": 3.1, "y": 0.79993155431367 }, { "x": 3.15, "y": 0.79994131721297 }, { "x": 3.2, "y": 0.79994963990557 }, { "x": 3.25, "y": 0.79995674164099 }, { "x": 3.3, "y": 0.79996280730151 }, { "x": 3.35, "y": 0.79996799293585 }, { "x": 3.4, "y": 0.79997243037999 }, { "x": 3.45, "y": 0.79997623111882 }, { "x": 3.5, "y": 0.79997948951628 }, { "x": 3.55, "y": 0.79998228551952 }, { "x": 3.6, "y": 0.79998468692477 }, { "x": 3.65, "y": 0.79998675127766 }, { "x": 3.7, "y": 0.79998852746831 }, { "x": 3.75, "y": 0.79999005707154 }, { "x": 3.8, "y": 0.79999137547383 }, { "x": 3.85, "y": 0.79999251282191 }, { "x": 3.9, "y": 0.79999349482187 }, { "x": 3.94999999999999, "y": 0.79999434341296 }, { "x": 3.99999999999999, "y": 0.79999507733631 } ] }, { "id": 196, "curve_id": "E2.3", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Medium substation, medium voltage: 150-350 kV", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": -0.474183720449782, "sigma": 1.5083506191981384, "method": "Curve fitting", "mu_sigma_quality": 0.8922282556073704, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.474, σ=1.508, R²=0.892; Mu/sigma can be used for reconstruction (quality: 0.892); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00042571661447 }, { "x": 0.1, "y": 0.00739377801508 }, { "x": 0.15, "y": 0.03077903018619 }, { "x": 0.2, "y": 0.0732917625879 }, { "x": 0.25, "y": 0.13006836736754 }, { "x": 0.3, "y": 0.19300926570451 }, { "x": 0.35, "y": 0.25576553542953 }, { "x": 0.4, "y": 0.31523109352157 }, { "x": 0.45, "y": 0.37052202510789 }, { "x": 0.5, "y": 0.4216593453839 }, { "x": 0.55, "y": 0.46881405368098 }, { "x": 0.6, "y": 0.51206263728187 }, { "x": 0.65, "y": 0.55139581283066 }, { "x": 0.7, "y": 0.58679588082693 }, { "x": 0.75, "y": 0.61829962705231 }, { "x": 0.8, "y": 0.64602632625608 }, { "x": 0.85, "y": 0.67017688778666 }, { "x": 0.9, "y": 0.69101652156661 }, { "x": 0.95, "y": 0.70885143807338 }, { "x": 1, "y": 0.72400624183902 }, { "x": 1.05, "y": 0.73680530873565 }, { "x": 1.1, "y": 0.74755917325445 }, { "x": 1.15, "y": 0.75655568430574 }, { "x": 1.2, "y": 0.76405511757988 }, { "x": 1.25, "y": 0.77028828022632 }, { "x": 1.3, "y": 0.77545670808039 }, { "x": 1.35, "y": 0.77973421053702 }, { "x": 1.4, "y": 0.78326919277382 }, { "x": 1.45, "y": 0.78618734478255 }, { "x": 1.5, "y": 0.78859441816678 }, { "x": 1.55, "y": 0.79057891275977 }, { "x": 1.6, "y": 0.79221456891446 }, { "x": 1.65, "y": 0.79356261280906 }, { "x": 1.7, "y": 0.79467373644483 }, { "x": 1.75, "y": 0.79558981573165 }, { "x": 1.8, "y": 0.79634538284467 }, { "x": 1.85, "y": 0.79696887572048 }, { "x": 1.9, "y": 0.79748369023217 }, { "x": 1.95, "y": 0.79790906072927 }, { "x": 2, "y": 0.79826079328576 }, { "x": 2.05, "y": 0.79855187386232 }, { "x": 2.1, "y": 0.79879297111195 }, { "x": 2.15, "y": 0.79899285102464 }, { "x": 2.2, "y": 0.79915871818435 }, { "x": 2.25, "y": 0.79929649619102 }, { "x": 2.3, "y": 0.79941105782164 }, { "x": 2.35, "y": 0.79950641377711 }, { "x": 2.4, "y": 0.7995858673762 }, { "x": 2.45, "y": 0.79965214129543 }, { "x": 2.5, "y": 0.79970748139023 }, { "x": 2.55, "y": 0.79975374174295 }, { "x": 2.6, "y": 0.79979245434354 }, { "x": 2.65, "y": 0.79982488619603 }, { "x": 2.7, "y": 0.79985208613828 }, { "x": 2.75, "y": 0.79987492324691 }, { "x": 2.8, "y": 0.79989411835765 }, { "x": 2.85, "y": 0.79991026995193 }, { "x": 2.9, "y": 0.79992387543157 }, { "x": 2.95, "y": 0.79993534861637 }, { "x": 3, "y": 0.79994503414674 }, { "x": 3.05, "y": 0.79995321934872 }, { "x": 3.1, "y": 0.79996014401702 }, { "x": 3.15, "y": 0.79996600848868 }, { "x": 3.2, "y": 0.79997098031214 }, { "x": 3.25, "y": 0.79997519976139 }, { "x": 3.3, "y": 0.79997878439944 }, { "x": 3.35, "y": 0.79998183285878 }, { "x": 3.4, "y": 0.79998442797631 }, { "x": 3.45, "y": 0.79998663939546 }, { "x": 3.5, "y": 0.79998852572826 }, { "x": 3.55, "y": 0.7999901363536 }, { "x": 3.6, "y": 0.79999151291442 }, { "x": 3.65, "y": 0.79999269056543 }, { "x": 3.7, "y": 0.79999369901407 }, { "x": 3.75, "y": 0.79999456338979 }, { "x": 3.8, "y": 0.79999530497073 }, { "x": 3.85, "y": 0.79999594179177 }, { "x": 3.9, "y": 0.79999648915385 }, { "x": 3.94999999999999, "y": 0.79999696005109 }, { "x": 3.99999999999999, "y": 0.79999736552915 } ] }, { "id": 197, "curve_id": "E2.4", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Medium substation, medium voltage: 150-350 kV", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": -0.771807514080133, "sigma": 1.7605632207176769, "method": "Curve fitting", "mu_sigma_quality": 0.8244982272508401, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.772, σ=1.761, R²=0.824; Mu/sigma can be used for reconstruction (quality: 0.824); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00163017383131 }, { "x": 0.1, "y": 0.01736032152134 }, { "x": 0.15, "y": 0.05796974145021 }, { "x": 0.2, "y": 0.12199885545813 }, { "x": 0.25, "y": 0.20117929592881 }, { "x": 0.3, "y": 0.28576203674386 }, { "x": 0.35, "y": 0.36842040115305 }, { "x": 0.4, "y": 0.44468603957042 }, { "x": 0.45, "y": 0.5122060555615 }, { "x": 0.5, "y": 0.5700854590115 }, { "x": 0.55, "y": 0.61841956890191 }, { "x": 0.6, "y": 0.65792947711639 }, { "x": 0.65, "y": 0.68967116056892 }, { "x": 0.7, "y": 0.7148195553592 }, { "x": 0.75, "y": 0.73452557930851 }, { "x": 0.8, "y": 0.74983440501728 }, { "x": 0.85, "y": 0.76164863366444 }, { "x": 0.9, "y": 0.77072064436566 }, { "x": 0.95, "y": 0.77766165815193 }, { "x": 1, "y": 0.78295883188342 }, { "x": 1.05, "y": 0.78699492564577 }, { "x": 1.1, "y": 0.79006745713574 }, { "x": 1.15, "y": 0.79240582752584 }, { "x": 1.2, "y": 0.79418585997439 }, { "x": 1.25, "y": 0.79554172534924 }, { "x": 1.3, "y": 0.79657549368089 }, { "x": 1.35, "y": 0.79736465381845 }, { "x": 1.4, "y": 0.79796795964521 }, { "x": 1.45, "y": 0.7984299334053 }, { "x": 1.5, "y": 0.79878431104175 }, { "x": 1.55, "y": 0.79905666502464 }, { "x": 1.6, "y": 0.79926639394138 }, { "x": 1.65, "y": 0.79942822804657 }, { "x": 1.7, "y": 0.79955336674645 }, { "x": 1.75, "y": 0.79965033725489 }, { "x": 1.8, "y": 0.79972564257281 }, { "x": 1.85, "y": 0.7997842505569 }, { "x": 1.9, "y": 0.79982996324251 }, { "x": 1.95, "y": 0.79986569597057 }, { "x": 2, "y": 0.79989368857267 }, { "x": 2.05, "y": 0.79991566535593 }, { "x": 2.1, "y": 0.79993295647532 }, { "x": 2.15, "y": 0.79994659015752 }, { "x": 2.2, "y": 0.79995736289462 }, { "x": 2.25, "y": 0.79996589296462 }, { "x": 2.3, "y": 0.79997266131423 }, { "x": 2.35, "y": 0.7999780428473 }, { "x": 2.4, "y": 0.79998233041681 }, { "x": 2.45, "y": 0.79998575325811 }, { "x": 2.5, "y": 0.79998849117959 }, { "x": 2.55, "y": 0.79999068550913 }, { "x": 2.6, "y": 0.79999244755492 }, { "x": 2.65, "y": 0.79999386515842 }, { "x": 2.7, "y": 0.79999500777978 }, { "x": 2.75, "y": 0.79999593045235 }, { "x": 2.8, "y": 0.79999667686392 }, { "x": 2.85, "y": 0.79999728176233 }, { "x": 2.9, "y": 0.79999777283728 }, { "x": 2.95, "y": 0.79999817219532 }, { "x": 3, "y": 0.7999984975182 }, { "x": 3.05, "y": 0.79999876297424 }, { "x": 3.1, "y": 0.79999897993687 }, { "x": 3.15, "y": 0.79999915755213 }, { "x": 3.2, "y": 0.79999930318769 }, { "x": 3.25, "y": 0.79999942278887 }, { "x": 3.3, "y": 0.79999952116132 }, { "x": 3.35, "y": 0.79999960219602 }, { "x": 3.4, "y": 0.79999966904851 }, { "x": 3.45, "y": 0.79999972428206 }, { "x": 3.5, "y": 0.79999976998215 }, { "x": 3.55, "y": 0.7999998078482 }, { "x": 3.6, "y": 0.79999983926721 }, { "x": 3.65, "y": 0.79999986537286 }, { "x": 3.7, "y": 0.79999988709324 }, { "x": 3.75, "y": 0.79999990518919 }, { "x": 3.8, "y": 0.79999992028541 }, { "x": 3.85, "y": 0.79999993289551 }, { "x": 3.9, "y": 0.79999994344241 }, { "x": 3.94999999999999, "y": 0.79999995227478 }, { "x": 3.99999999999999, "y": 0.79999995968052 } ] }, { "id": 198, "curve_id": "E2.5", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Large substation, high voltage: >350 kV", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": -0.99192458053206, "sigma": 2.0107573505254037, "method": "Curve fitting", "mu_sigma_quality": 0.81568319941122058, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.992, σ=2.011, R²=0.816; Mu/sigma can be used for reconstruction (quality: 0.816); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00160765817946 }, { "x": 0.1, "y": 0.035952950031 }, { "x": 0.15, "y": 0.12957306404528 }, { "x": 0.2, "y": 0.243791897702 }, { "x": 0.25, "y": 0.33898995709659 }, { "x": 0.3, "y": 0.41263900724232 }, { "x": 0.35, "y": 0.47421110367801 }, { "x": 0.4, "y": 0.5293084309294 }, { "x": 0.45, "y": 0.57907427025464 }, { "x": 0.5, "y": 0.6229463200786 }, { "x": 0.55, "y": 0.66037123589648 }, { "x": 0.6, "y": 0.69133283980616 }, { "x": 0.65, "y": 0.71630573546103 }, { "x": 0.7, "y": 0.73604979613617 }, { "x": 0.75, "y": 0.7514221046442 }, { "x": 0.8, "y": 0.76325276739753 }, { "x": 0.85, "y": 0.77227970997372 }, { "x": 0.9, "y": 0.77912437922013 }, { "x": 0.95, "y": 0.78429146089859 }, { "x": 1, "y": 0.78818057113448 }, { "x": 1.05, "y": 0.79110247480981 }, { "x": 1.1, "y": 0.7932957218535 }, { "x": 1.15, "y": 0.79494172043832 }, { "x": 1.2, "y": 0.79617750251994 }, { "x": 1.25, "y": 0.79710609341084 }, { "x": 1.3, "y": 0.79780470554223 }, { "x": 1.35, "y": 0.79833109070389 }, { "x": 1.4, "y": 0.79872839882181 }, { "x": 1.45, "y": 0.79902885892838 }, { "x": 1.5, "y": 0.79925654887112 }, { "x": 1.55, "y": 0.79942946940202 }, { "x": 1.6, "y": 0.79956109231218 }, { "x": 1.65, "y": 0.79966151358901 }, { "x": 1.7, "y": 0.79973831136896 }, { "x": 1.75, "y": 0.79979718397262 }, { "x": 1.8, "y": 0.79984242445096 }, { "x": 1.85, "y": 0.79987727373703 }, { "x": 1.9, "y": 0.79990418370313 }, { "x": 1.95, "y": 0.79992501334785 }, { "x": 2, "y": 0.79994117532502 }, { "x": 2.05, "y": 0.79995374556373 }, { "x": 2.1, "y": 0.79996354542339 }, { "x": 2.15, "y": 0.79997120338293 }, { "x": 2.2, "y": 0.79997720145524 }, { "x": 2.25, "y": 0.79998191018157 }, { "x": 2.3, "y": 0.79998561507212 }, { "x": 2.35, "y": 0.79998853662702 }, { "x": 2.4, "y": 0.79999084552976 }, { "x": 2.45, "y": 0.79999267420282 }, { "x": 2.5, "y": 0.79999412561604 }, { "x": 2.55, "y": 0.79999528001604 }, { "x": 2.6, "y": 0.79999620007868 }, { "x": 2.65, "y": 0.7999969348631 }, { "x": 2.7, "y": 0.79999752285271 }, { "x": 2.75, "y": 0.79999799429908 }, { "x": 2.8, "y": 0.79999837303266 }, { "x": 2.85, "y": 0.79999867786446 }, { "x": 2.9, "y": 0.79999892367353 }, { "x": 2.95, "y": 0.79999912225246 }, { "x": 3, "y": 0.79999928296607 }, { "x": 3.05, "y": 0.79999941326575 }, { "x": 3.1, "y": 0.79999951909169 }, { "x": 3.15, "y": 0.7999996051884 }, { "x": 3.2, "y": 0.79999967535234 }, { "x": 3.25, "y": 0.79999973262696 }, { "x": 3.3, "y": 0.79999977945644 }, { "x": 3.35, "y": 0.79999981780717 }, { "x": 3.4, "y": 0.79999984926389 }, { "x": 3.45, "y": 0.79999987510598 }, { "x": 3.5, "y": 0.79999989636803 }, { "x": 3.55, "y": 0.79999991388806 }, { "x": 3.6, "y": 0.79999992834602 }, { "x": 3.65, "y": 0.79999994029444 }, { "x": 3.7, "y": 0.79999995018304 }, { "x": 3.75, "y": 0.79999995837847 }, { "x": 3.8, "y": 0.79999996518005 }, { "x": 3.85, "y": 0.79999997083255 }, { "x": 3.9, "y": 0.7999999755364 }, { "x": 3.94999999999999, "y": 0.799999979456 }, { "x": 3.99999999999999, "y": 0.79999998272635 } ] }, { "id": 199, "curve_id": "E2.6", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Large substation, high voltage: >350 kV", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": -1.24477701404008, "sigma": 2.2553124586467992, "method": "Curve fitting", "mu_sigma_quality": 0.75043468109198852, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.245, σ=2.255, R²=0.750; Mu/sigma can be used for reconstruction (quality: 0.750); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00244106773 }, { "x": 0.1, "y": 0.05788087083553 }, { "x": 0.15, "y": 0.18969007696104 }, { "x": 0.2, "y": 0.31277790588667 }, { "x": 0.25, "y": 0.40514993395711 }, { "x": 0.3, "y": 0.4841665018615 }, { "x": 0.35, "y": 0.55699775388354 }, { "x": 0.4, "y": 0.62112982223128 }, { "x": 0.45, "y": 0.67337477641401 }, { "x": 0.5, "y": 0.71309149950839 }, { "x": 0.55, "y": 0.74172215057267 }, { "x": 0.6, "y": 0.76157382890136 }, { "x": 0.65, "y": 0.77495987564977 }, { "x": 0.7, "y": 0.78381026478096 }, { "x": 0.75, "y": 0.78958282126717 }, { "x": 0.8, "y": 0.79331387557452 }, { "x": 0.85, "y": 0.79571170799178 }, { "x": 0.9, "y": 0.79724785666316 }, { "x": 0.95, "y": 0.79823075781343 }, { "x": 1, "y": 0.79885980528917 }, { "x": 1.05, "y": 0.79926292865271 }, { "x": 1.1, "y": 0.79952183503589 }, { "x": 1.15, "y": 0.79968859013312 }, { "x": 1.2, "y": 0.79979635083855 }, { "x": 1.25, "y": 0.79986624601572 }, { "x": 1.3, "y": 0.79991176144711 }, { "x": 1.35, "y": 0.79994152477499 }, { "x": 1.4, "y": 0.79996107162375 }, { "x": 1.45, "y": 0.79997396555153 }, { "x": 1.5, "y": 0.79998250896874 }, { "x": 1.55, "y": 0.79998819524308 }, { "x": 1.6, "y": 0.79999199692326 }, { "x": 1.65, "y": 0.7999945500281 }, { "x": 1.7, "y": 0.7999962722709 }, { "x": 1.75, "y": 0.7999974391749 }, { "x": 1.8, "y": 0.79999823326417 }, { "x": 1.85, "y": 0.79999877597988 }, { "x": 1.9, "y": 0.79999914847227 }, { "x": 1.95, "y": 0.79999940520174 }, { "x": 2, "y": 0.7999995828731 }, { "x": 2.05, "y": 0.79999970632896 }, { "x": 2.1, "y": 0.79999979245357 }, { "x": 2.15, "y": 0.79999985276955 }, { "x": 2.2, "y": 0.79999989517242 }, { "x": 2.25, "y": 0.79999992509398 }, { "x": 2.3, "y": 0.79999994628577 }, { "x": 2.35, "y": 0.79999996134888 }, { "x": 2.4, "y": 0.79999997209356 }, { "x": 2.45, "y": 0.79999997978443 }, { "x": 2.5, "y": 0.79999998530811 }, { "x": 2.55, "y": 0.79999998928849 }, { "x": 2.6, "y": 0.79999999216613 }, { "x": 2.65, "y": 0.79999999425317 }, { "x": 2.7, "y": 0.79999999577157 }, { "x": 2.75, "y": 0.79999999687966 }, { "x": 2.8, "y": 0.79999999769074 }, { "x": 2.85, "y": 0.79999999828618 }, { "x": 2.9, "y": 0.79999999872457 }, { "x": 2.95, "y": 0.79999999904825 }, { "x": 3, "y": 0.7999999992879 }, { "x": 3.05, "y": 0.79999999946581 }, { "x": 3.1, "y": 0.79999999959826 }, { "x": 3.15, "y": 0.7999999996971 }, { "x": 3.2, "y": 0.79999999977107 }, { "x": 3.25, "y": 0.79999999982656 }, { "x": 3.3, "y": 0.79999999986828 }, { "x": 3.35, "y": 0.79999999989974 }, { "x": 3.4, "y": 0.79999999992351 }, { "x": 3.45, "y": 0.79999999994151 }, { "x": 3.5, "y": 0.79999999995518 }, { "x": 3.55, "y": 0.79999999996558 }, { "x": 3.6, "y": 0.79999999997351 }, { "x": 3.65, "y": 0.79999999997957 }, { "x": 3.7, "y": 0.79999999998421 }, { "x": 3.75, "y": 0.79999999998778 }, { "x": 3.8, "y": 0.79999999999052 }, { "x": 3.85, "y": 0.79999999999263 }, { "x": 3.9, "y": 0.79999999999426 }, { "x": 3.94999999999999, "y": 0.79999999999552 }, { "x": 3.99999999999999, "y": 0.7999999999965 } ] }, { "id": 200, "curve_id": "E2.9", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Small substation", "ci_detail": "Unanchored/standard components", "source_type": "Peer-reviewed", "source_abbrev": "Omidvar et al. (2017)", "source_detail": "Omidvar, B., Azizi, R., and Abdollahi, Y.: Seismic Risk Assessment of Power Substations, Environmental Energy and Economic Research, 1, 43–60, https://doi.org/10.22097/eeer.2017.46456, 2017.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": -0.556678287500341, "sigma": 2.0238657635645438, "method": "Curve fitting", "mu_sigma_quality": 0.85701822452227838, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.557, σ=2.024, R²=0.857; Mu/sigma can be used for reconstruction (quality: 0.857); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "0", "geography": "Europe", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00348368310187 }, { "x": 0.1, "y": 0.03181947130623 }, { "x": 0.15, "y": 0.08412473246207 }, { "x": 0.2, "y": 0.15035598419293 }, { "x": 0.25, "y": 0.22155310442562 }, { "x": 0.3, "y": 0.29032784630971 }, { "x": 0.35, "y": 0.35239653386711 }, { "x": 0.4, "y": 0.4065474247759 }, { "x": 0.45, "y": 0.4533545291133 }, { "x": 0.5, "y": 0.49396958975131 }, { "x": 0.55, "y": 0.52947319066035 }, { "x": 0.6, "y": 0.56067386748587 }, { "x": 0.65, "y": 0.58812860797304 }, { "x": 0.7, "y": 0.61222864007841 }, { "x": 0.75, "y": 0.63327830892127 }, { "x": 0.8, "y": 0.65154628075637 }, { "x": 0.85, "y": 0.66729099672512 }, { "x": 0.9, "y": 0.68076880114143 }, { "x": 0.95, "y": 0.6922327637207 }, { "x": 1, "y": 0.70192780745193 }, { "x": 1.05, "y": 0.71008539231279 }, { "x": 1.1, "y": 0.71691929528091 }, { "x": 1.15, "y": 0.72262298035119 }, { "x": 1.2, "y": 0.72736849995709 }, { "x": 1.25, "y": 0.73130663216244 }, { "x": 1.3, "y": 0.73456789899842 }, { "x": 1.35, "y": 0.73726414007055 }, { "x": 1.4, "y": 0.73949037865378 }, { "x": 1.45, "y": 0.74132678643405 }, { "x": 1.5, "y": 0.74284061457313 }, { "x": 1.55, "y": 0.74408800815811 }, { "x": 1.6, "y": 0.74511565800419 }, { "x": 1.65, "y": 0.74596226979546 }, { "x": 1.7, "y": 0.74665984787217 }, { "x": 1.75, "y": 0.74723480176486 }, { "x": 1.8, "y": 0.74770888968888 }, { "x": 1.85, "y": 0.74810001611667 }, { "x": 1.9, "y": 0.74842290134614 }, { "x": 1.95, "y": 0.74868964048046 }, { "x": 2, "y": 0.74891016798678 }, { "x": 2.05, "y": 0.74909264238288 }, { "x": 2.1, "y": 0.74924376385636 }, { "x": 2.15, "y": 0.7493690359004 }, { "x": 2.2, "y": 0.74947298044004 }, { "x": 2.25, "y": 0.7495593144669 }, { "x": 2.3, "y": 0.74963109491591 }, { "x": 2.35, "y": 0.74969083740345 }, { "x": 2.4, "y": 0.7497406134936 }, { "x": 2.45, "y": 0.74978213035235 }, { "x": 2.5, "y": 0.74981679597232 }, { "x": 2.55, "y": 0.74984577258508 }, { "x": 2.6, "y": 0.74987002040926 }, { "x": 2.65, "y": 0.74989033349439 }, { "x": 2.7, "y": 0.74990736910117 }, { "x": 2.75, "y": 0.74992167179607 }, { "x": 2.8, "y": 0.74993369322297 }, { "x": 2.85, "y": 0.7499438083381 }, { "x": 2.9, "y": 0.74995232875056 }, { "x": 2.95, "y": 0.74995951369281 }, { "x": 3, "y": 0.74996557904959 }, { "x": 3.05, "y": 0.74997070479522 }, { "x": 3.1, "y": 0.74997504112513 }, { "x": 3.15, "y": 0.74997871351563 }, { "x": 3.2, "y": 0.74998182690306 }, { "x": 3.25, "y": 0.74998446913888 }, { "x": 3.3, "y": 0.74998671384894 }, { "x": 3.35, "y": 0.74998862280199 }, { "x": 3.4, "y": 0.74999024787358 }, { "x": 3.45, "y": 0.74999163267614 }, { "x": 3.5, "y": 0.74999281391333 }, { "x": 3.55, "y": 0.7499938225064 }, { "x": 3.6, "y": 0.74999468453196 }, { "x": 3.65, "y": 0.74999542200349 }, { "x": 3.7, "y": 0.74999605352325 }, { "x": 3.75, "y": 0.74999659482673 }, { "x": 3.8, "y": 0.74999705923772 }, { "x": 3.85, "y": 0.74999745804914 }, { "x": 3.9, "y": 0.74999780084194 }, { "x": 3.94999999999999, "y": 0.74999809575262 }, { "x": 3.99999999999999, "y": 0.74999834969758 } ] }, { "id": 201, "curve_id": "E20.1", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Small lift station", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.24464707507863367, "sigma": 1.3939704123789309, "method": "Curve fitting", "mu_sigma_quality": 0.988187336355734, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.245, σ=1.394, R²=0.988; Mu/sigma can be used for reconstruction (quality: 0.988); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00076320290276 }, { "x": 0.1, "y": 0.00682954572383 }, { "x": 0.15, "y": 0.02109173312826 }, { "x": 0.2, "y": 0.04283967756317 }, { "x": 0.25, "y": 0.0698438078119 }, { "x": 0.3, "y": 0.09991544865984 }, { "x": 0.35, "y": 0.13137047879252 }, { "x": 0.4, "y": 0.16303798545077 }, { "x": 0.45, "y": 0.1941519404893 }, { "x": 0.5, "y": 0.22423784031629 }, { "x": 0.55, "y": 0.25302209636869 }, { "x": 0.6, "y": 0.28036593699019 }, { "x": 0.65, "y": 0.30621910004661 }, { "x": 0.7, "y": 0.3305880590314 }, { "x": 0.75, "y": 0.35351449630331 }, { "x": 0.8, "y": 0.37506086160238 }, { "x": 0.85, "y": 0.39530078050745 }, { "x": 0.9, "y": 0.41431276359627 }, { "x": 0.95, "y": 0.43217615272076 }, { "x": 1, "y": 0.4489685774394 }, { "x": 1.05, "y": 0.46476442571533 }, { "x": 1.1, "y": 0.47963399094206 }, { "x": 1.15, "y": 0.4936430652071 }, { "x": 1.2, "y": 0.50685282235931 }, { "x": 1.25, "y": 0.51931988479475 }, { "x": 1.3, "y": 0.53109650232312 }, { "x": 1.35, "y": 0.54223079505918 }, { "x": 1.4, "y": 0.55276702842527 }, { "x": 1.45, "y": 0.56274589938806 }, { "x": 1.5, "y": 0.57220482058057 }, { "x": 1.55, "y": 0.581178194074 }, { "x": 1.6, "y": 0.58969767001343 }, { "x": 1.65, "y": 0.59779238763652 }, { "x": 1.7, "y": 0.60548919771142 }, { "x": 1.75, "y": 0.61281286640708 }, { "x": 1.8, "y": 0.61978626121743 }, { "x": 1.85, "y": 0.62643051991886 }, { "x": 1.9, "y": 0.63276520373052 }, { "x": 1.95, "y": 0.63880843592559 }, { "x": 2, "y": 0.64457702714878 }, { "x": 2.05, "y": 0.6500865886565 }, { "x": 2.1, "y": 0.65535163463144 }, { "x": 2.15, "y": 0.66038567464287 }, { "x": 2.2, "y": 0.6652012972387 }, { "x": 2.25, "y": 0.66981024556752 }, { "x": 2.3, "y": 0.67422348584499 }, { "x": 2.35, "y": 0.67845126939822 }, { "x": 2.4, "y": 0.68250318894768 }, { "x": 2.45, "y": 0.68638822971718 }, { "x": 2.5, "y": 0.69011481590055 }, { "x": 2.55, "y": 0.69369085295684 }, { "x": 2.6, "y": 0.69712376615537 }, { "x": 2.65, "y": 0.70042053574667 }, { "x": 2.7, "y": 0.70358772909435 }, { "x": 2.75, "y": 0.70663153006734 }, { "x": 2.8, "y": 0.70955776595946 }, { "x": 2.85, "y": 0.71237193217474 }, { "x": 2.9, "y": 0.71507921489172 }, { "x": 2.95, "y": 0.71768451189714 }, { "x": 3, "y": 0.72019245175987 }, { "x": 3.05, "y": 0.72260741149767 }, { "x": 3.1, "y": 0.72493353287395 }, { "x": 3.15, "y": 0.72717473744774 }, { "x": 3.2, "y": 0.72933474048723 }, { "x": 3.25, "y": 0.73141706384665 }, { "x": 3.3, "y": 0.73342504789608 }, { "x": 3.35, "y": 0.73536186258505 }, { "x": 3.4, "y": 0.73723051771299 }, { "x": 3.45, "y": 0.73903387247264 }, { "x": 3.5, "y": 0.74077464432612 }, { "x": 3.55, "y": 0.74245541726782 }, { "x": 3.6, "y": 0.74407864952342 }, { "x": 3.65, "y": 0.74564668072949 }, { "x": 3.7, "y": 0.74716173863452 }, { "x": 3.75, "y": 0.74862594535815 }, { "x": 3.8, "y": 0.75004132324252 }, { "x": 3.85, "y": 0.75140980032638 }, { "x": 3.9, "y": 0.75273321547012 }, { "x": 3.94999999999999, "y": 0.75401332315757 }, { "x": 3.99999999999999, "y": 0.75525179799784 } ] }, { "id": 202, "curve_id": "E20.2", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Small lift station", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.21530037535152352, "sigma": 1.4521778511550159, "method": "Curve fitting", "mu_sigma_quality": 0.99032799225896218, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.215, σ=1.452, R²=0.990; Mu/sigma can be used for reconstruction (quality: 0.990); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0006094834322 }, { "x": 0.1, "y": 0.00667662037314 }, { "x": 0.15, "y": 0.02440710110821 }, { "x": 0.2, "y": 0.05334102300509 }, { "x": 0.25, "y": 0.08800466375491 }, { "x": 0.3, "y": 0.12385435773055 }, { "x": 0.35, "y": 0.15854958461255 }, { "x": 0.4, "y": 0.19123081606257 }, { "x": 0.45, "y": 0.2217519519302 }, { "x": 0.5, "y": 0.25023737519308 }, { "x": 0.55, "y": 0.27687994079624 }, { "x": 0.6, "y": 0.30186490506315 }, { "x": 0.65, "y": 0.3253492033431 }, { "x": 0.7, "y": 0.34746145208268 }, { "x": 0.75, "y": 0.36830781064758 }, { "x": 0.8, "y": 0.38797813582128 }, { "x": 0.85, "y": 0.40655079816437 }, { "x": 0.9, "y": 0.42409601099571 }, { "x": 0.95, "y": 0.44067797306327 }, { "x": 1, "y": 0.45635618498762 }, { "x": 1.05, "y": 0.4711862352139 }, { "x": 1.1, "y": 0.48522026614656 }, { "x": 1.15, "y": 0.49850725887166 }, { "x": 1.2, "y": 0.51109322213299 }, { "x": 1.25, "y": 0.52302133573832 }, { "x": 1.3, "y": 0.5343320759699 }, { "x": 1.35, "y": 0.54506333682822 }, { "x": 1.4, "y": 0.55525055296655 }, { "x": 1.45, "y": 0.56492682581637 }, { "x": 1.5, "y": 0.57412305222708 }, { "x": 1.55, "y": 0.5828680540305 }, { "x": 1.6, "y": 0.59118870672292 }, { "x": 1.65, "y": 0.59911006559259 }, { "x": 1.7, "y": 0.60665548791017 }, { "x": 1.75, "y": 0.6138467501325 }, { "x": 1.8, "y": 0.62070415938892 }, { "x": 1.85, "y": 0.62724665879822 }, { "x": 1.9, "y": 0.6334919263934 }, { "x": 1.95, "y": 0.63945646761206 }, { "x": 2, "y": 0.64515570144644 }, { "x": 2.05, "y": 0.65060404044597 }, { "x": 2.1, "y": 0.65581496483351 }, { "x": 2.15, "y": 0.66080109104013 }, { "x": 2.2, "y": 0.66557423498851 }, { "x": 2.25, "y": 0.67014547046556 }, { "x": 2.3, "y": 0.67452518292556 }, { "x": 2.35, "y": 0.67872311905782 }, { "x": 2.4, "y": 0.68274843244053 }, { "x": 2.45, "y": 0.68660972558714 }, { "x": 2.5, "y": 0.6903150886736 }, { "x": 2.55, "y": 0.69387213521651 }, { "x": 2.6, "y": 0.69728803495305 }, { "x": 2.65, "y": 0.70056954415504 }, { "x": 2.7, "y": 0.70372303359129 }, { "x": 2.75, "y": 0.70675451433518 }, { "x": 2.8, "y": 0.70966966159809 }, { "x": 2.85, "y": 0.7124738367541 }, { "x": 2.9, "y": 0.71517210770718 }, { "x": 2.95, "y": 0.71776926773892 }, { "x": 3, "y": 0.720269852963 }, { "x": 3.05, "y": 0.72267815850128 }, { "x": 3.1, "y": 0.72499825348642 }, { "x": 3.15, "y": 0.72723399498675 }, { "x": 3.2, "y": 0.72938904094048 }, { "x": 3.25, "y": 0.73146686217888 }, { "x": 3.3, "y": 0.733470753611 }, { "x": 3.35, "y": 0.73540384463611 }, { "x": 3.4, "y": 0.73726910884442 }, { "x": 3.45, "y": 0.73906937306128 }, { "x": 3.5, "y": 0.7408073257853 }, { "x": 3.55, "y": 0.74248552506675 }, { "x": 3.6, "y": 0.7441064058683 }, { "x": 3.65, "y": 0.74567228694701 }, { "x": 3.7, "y": 0.74718537729286 }, { "x": 3.75, "y": 0.74864778215651 }, { "x": 3.8, "y": 0.75006150869614 }, { "x": 3.85, "y": 0.75142847127064 }, { "x": 3.9, "y": 0.75275049640459 }, { "x": 3.94999999999999, "y": 0.75402932744807 }, { "x": 3.99999999999999, "y": 0.75526662895271 } ] }, { "id": 203, "curve_id": "E20.3", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Medium/large lift station", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.28952908987198278, "sigma": 1.3427240357875252, "method": "Curve fitting", "mu_sigma_quality": 0.98984278413044313, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.290, σ=1.343, R²=0.990; Mu/sigma can be used for reconstruction (quality: 0.990); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00088957617738 }, { "x": 0.1, "y": 0.00671044647136 }, { "x": 0.15, "y": 0.01974264927308 }, { "x": 0.2, "y": 0.03921920615105 }, { "x": 0.25, "y": 0.06321841689582 }, { "x": 0.3, "y": 0.08998472001006 }, { "x": 0.35, "y": 0.11820684252744 }, { "x": 0.4, "y": 0.14696505093918 }, { "x": 0.45, "y": 0.17562951051817 }, { "x": 0.5, "y": 0.2037757668326 }, { "x": 0.55, "y": 0.23112384557236 }, { "x": 0.6, "y": 0.25749572352938 }, { "x": 0.65, "y": 0.2827855754103 }, { "x": 0.7, "y": 0.30693872829279 }, { "x": 0.75, "y": 0.32993660362441 }, { "x": 0.8, "y": 0.35178584668043 }, { "x": 0.85, "y": 0.37251043437135 }, { "x": 0.9, "y": 0.39214593104571 }, { "x": 0.95, "y": 0.41073530954078 }, { "x": 1, "y": 0.42832592099002 }, { "x": 1.05, "y": 0.44496731149642 }, { "x": 1.1, "y": 0.46070966456827 }, { "x": 1.15, "y": 0.47560270618518 }, { "x": 1.2, "y": 0.48969495152358 }, { "x": 1.25, "y": 0.5030332033373 }, { "x": 1.3, "y": 0.51566223489609 }, { "x": 1.35, "y": 0.52762460741724 }, { "x": 1.4, "y": 0.53896058463621 }, { "x": 1.45, "y": 0.54970811667207 }, { "x": 1.5, "y": 0.55990287247162 }, { "x": 1.55, "y": 0.56957830546433 }, { "x": 1.6, "y": 0.57876574107495 }, { "x": 1.65, "y": 0.58749447775503 }, { "x": 1.7, "y": 0.59579189545548 }, { "x": 1.75, "y": 0.60368356715693 }, { "x": 1.8, "y": 0.61119337034176 }, { "x": 1.85, "y": 0.61834359623696 }, { "x": 1.9, "y": 0.62515505535914 }, { "x": 1.95, "y": 0.63164717841245 }, { "x": 2, "y": 0.63783811197107 }, { "x": 2.05, "y": 0.6437448086555 }, { "x": 2.1, "y": 0.64938311171141 }, { "x": 2.15, "y": 0.65476783404029 }, { "x": 2.2, "y": 0.65991283182906 }, { "x": 2.25, "y": 0.66483107299008 }, { "x": 2.3, "y": 0.66953470066426 }, { "x": 2.35, "y": 0.67403509206306 }, { "x": 2.4, "y": 0.67834291293584 }, { "x": 2.45, "y": 0.68246816795031 }, { "x": 2.5, "y": 0.68642024726894 }, { "x": 2.55, "y": 0.69020796959493 }, { "x": 2.6, "y": 0.69383962194888 }, { "x": 2.65, "y": 0.69732299642383 }, { "x": 2.7, "y": 0.70066542415098 }, { "x": 2.75, "y": 0.70387380669375 }, { "x": 2.8, "y": 0.7069546450724 }, { "x": 2.85, "y": 0.70991406660688 }, { "x": 2.9, "y": 0.71275784975167 }, { "x": 2.95, "y": 0.71549144708249 }, { "x": 3, "y": 0.71812000658274 }, { "x": 3.05, "y": 0.7206483913651 }, { "x": 3.1, "y": 0.72308119795324 }, { "x": 3.15, "y": 0.72542277323797 }, { "x": 3.2, "y": 0.72767723021298 }, { "x": 3.25, "y": 0.72984846258644 }, { "x": 3.3, "y": 0.73194015835691 }, { "x": 3.35, "y": 0.7339558124345 }, { "x": 3.4, "y": 0.73589873838151 }, { "x": 3.45, "y": 0.73777207934063 }, { "x": 3.5, "y": 0.73957881821329 }, { "x": 3.55, "y": 0.74132178714508 }, { "x": 3.6, "y": 0.74300367637119 }, { "x": 3.65, "y": 0.74462704246969 }, { "x": 3.7, "y": 0.74619431606718 }, { "x": 3.75, "y": 0.74770780903739 }, { "x": 3.8, "y": 0.74916972122998 }, { "x": 3.85, "y": 0.75058214676408 }, { "x": 3.9, "y": 0.75194707991798 }, { "x": 3.94999999999999, "y": 0.7532664206442 }, { "x": 3.99999999999999, "y": 0.75454197973653 } ] }, { "id": 204, "curve_id": "E20.4", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Medium/large lift station", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.26213075198462421, "sigma": 1.3994193373613018, "method": "Curve fitting", "mu_sigma_quality": 0.99215004872519619, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.262, σ=1.399, R²=0.992; Mu/sigma can be used for reconstruction (quality: 0.992); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00060372172119 }, { "x": 0.1, "y": 0.00642582412617 }, { "x": 0.15, "y": 0.02305801725303 }, { "x": 0.2, "y": 0.04982155831885 }, { "x": 0.25, "y": 0.0815305989558 }, { "x": 0.3, "y": 0.11409019304497 }, { "x": 0.35, "y": 0.14554831911379 }, { "x": 0.4, "y": 0.17530683992771 }, { "x": 0.45, "y": 0.2033616569447 }, { "x": 0.5, "y": 0.22989024640558 }, { "x": 0.55, "y": 0.25508053871175 }, { "x": 0.6, "y": 0.27907913804754 }, { "x": 0.65, "y": 0.30198756711085 }, { "x": 0.7, "y": 0.3238732261722 }, { "x": 0.75, "y": 0.34478184711704 }, { "x": 0.8, "y": 0.36474728365556 }, { "x": 0.85, "y": 0.38379805953675 }, { "x": 0.9, "y": 0.40196125920252 }, { "x": 0.95, "y": 0.41926455099569 }, { "x": 1, "y": 0.43573701799094 }, { "x": 1.05, "y": 0.45140928865053 }, { "x": 1.1, "y": 0.46631329613598 }, { "x": 1.15, "y": 0.48048187232901 }, { "x": 1.2, "y": 0.49394829803362 }, { "x": 1.25, "y": 0.50674587577108 }, { "x": 1.3, "y": 0.51890755733605 }, { "x": 1.35, "y": 0.53046563793674 }, { "x": 1.4, "y": 0.54145151731511 }, { "x": 1.45, "y": 0.55189552234903 }, { "x": 1.5, "y": 0.56182678305999 }, { "x": 1.55, "y": 0.57127315327307 }, { "x": 1.6, "y": 0.58026116752733 }, { "x": 1.65, "y": 0.58881602668221 }, { "x": 1.7, "y": 0.5969616057034 }, { "x": 1.75, "y": 0.60472047816492 }, { "x": 1.8, "y": 0.61211395298524 }, { "x": 1.85, "y": 0.61916211978348 }, { "x": 1.9, "y": 0.62588389998571 }, { "x": 1.95, "y": 0.63229710143346 }, { "x": 2, "y": 0.63841847475917 }, { "x": 2.05, "y": 0.64426377020873 }, { "x": 2.1, "y": 0.6498477939253 }, { "x": 2.15, "y": 0.65518446297374 }, { "x": 2.2, "y": 0.66028685859408 }, { "x": 2.25, "y": 0.6651672773355 }, { "x": 2.3, "y": 0.66983727984874 }, { "x": 2.35, "y": 0.67430773721132 }, { "x": 2.4, "y": 0.67858887473318 }, { "x": 2.45, "y": 0.68269031324493 }, { "x": 2.5, "y": 0.68662110791078 }, { "x": 2.55, "y": 0.69038978463692 }, { "x": 2.6, "y": 0.69400437416565 }, { "x": 2.65, "y": 0.69747244395875 }, { "x": 2.7, "y": 0.70080112798101 }, { "x": 2.75, "y": 0.70399715449874 }, { "x": 2.8, "y": 0.70706687200901 }, { "x": 2.85, "y": 0.710016273414 }, { "x": 2.9, "y": 0.71285101855174 }, { "x": 2.95, "y": 0.71557645519108 }, { "x": 3, "y": 0.71819763859354 }, { "x": 3.05, "y": 0.72071934973986 }, { "x": 3.1, "y": 0.72314611231376 }, { "x": 3.15, "y": 0.7254822085297 }, { "x": 3.2, "y": 0.7277316938864 }, { "x": 3.25, "y": 0.72989841092228 }, { "x": 3.3, "y": 0.73198600204413 }, { "x": 3.35, "y": 0.7339979214952 }, { "x": 3.4, "y": 0.73593744652441 }, { "x": 3.45, "y": 0.73780768781398 }, { "x": 3.5, "y": 0.73961159921851 }, { "x": 3.55, "y": 0.74135198686484 }, { "x": 3.6, "y": 0.74303151765819 }, { "x": 3.65, "y": 0.74465272723698 }, { "x": 3.7, "y": 0.7462180274153 }, { "x": 3.75, "y": 0.74772971314927 }, { "x": 3.8, "y": 0.7491899690608 }, { "x": 3.85, "y": 0.75060087554969 }, { "x": 3.9, "y": 0.75196441452279 }, { "x": 3.94999999999999, "y": 0.75328247476671 }, { "x": 3.99999999999999, "y": 0.75455685698867 } ] }, { "id": 205, "curve_id": "E21.11", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "four-story reinforced concrete shear wall building with moment resisting frames", "source_type": "Peer-reviewed", "source_abbrev": "Hancilar et al. (2014)", "source_detail": "Hancilar, U., Çakt, E., Erdik, M., Franco, G. E., and Deodatis, G.: Earthquake vulnerability of school buildings : Probabilistic structural fragility analyses, Soil Dynamics and Earthquake Engineering, 67, 169–178, https://doi.org/10.1016/j.soildyn.2014.09.005, 2014.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "datapoints_given", "mu": -0.392532680147964, "sigma": 1.3005047512929822, "method": "Curve fitting", "mu_sigma_quality": 0.98688858183749162, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.393, σ=1.301, R²=0.987; Mu/sigma can be used for reconstruction (quality: 0.987); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Turkey", "hazard_type": "Earthquake", "num_points": 27, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00330668764179 }, { "x": 0.1, "y": 0.05921796526249 }, { "x": 0.15, "y": 0.15068810019721 }, { "x": 0.2, "y": 0.21636408333036 }, { "x": 0.25, "y": 0.25788234650607 }, { "x": 0.3, "y": 0.28822233663146 }, { "x": 0.35, "y": 0.31428484976463 }, { "x": 0.4, "y": 0.33893003039719 }, { "x": 0.45, "y": 0.36324537140446 }, { "x": 0.5, "y": 0.38758678168629 }, { "x": 0.55, "y": 0.41200853855997 }, { "x": 0.6, "y": 0.4364439247122 }, { "x": 0.65, "y": 0.460784456155 }, { "x": 0.7, "y": 0.48491531860043 }, { "x": 0.75, "y": 0.50873047219762 }, { "x": 0.8, "y": 0.53213790455848 }, { "x": 0.85, "y": 0.55506020019988 }, { "x": 0.9, "y": 0.57743313335191 }, { "x": 0.95, "y": 0.59920369840837 }, { "x": 1, "y": 0.62032826060278 }, { "x": 1.05, "y": 0.64077109175978 }, { "x": 1.1, "y": 0.66050332977607 }, { "x": 1.15, "y": 0.67950229277319 }, { "x": 1.2, "y": 0.6977510416959 }, { "x": 1.25, "y": 0.71523808662156 }, { "x": 1.3, "y": 0.73195715168133 } ] }, { "id": 206, "curve_id": "E21.12", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "four-story reinforced concrete shear wall building with moment resisting frames", "source_type": "Peer-reviewed", "source_abbrev": "Hancilar et al. (2014)", "source_detail": "Hancilar, U., Çakt, E., Erdik, M., Franco, G. E., and Deodatis, G.: Earthquake vulnerability of school buildings : Probabilistic structural fragility analyses, Soil Dynamics and Earthquake Engineering, 67, 169–178, https://doi.org/10.1016/j.soildyn.2014.09.005, 2014.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "datapoints_given", "mu": 3.9779842158430312, "sigma": 0.7852917987109943, "method": "Curve fitting", "mu_sigma_quality": 0.9736698659323344, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.978, σ=0.785, R²=0.974; Mu/sigma can be used for reconstruction (quality: 0.974); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Turkey", "hazard_type": "Earthquake", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 2.06E-11 }, { "x": 2, "y": 2.381549E-07 }, { "x": 3, "y": 1.680059277E-05 }, { "x": 4, "y": 0.00020163566147 }, { "x": 5, "y": 0.00102882831835 }, { "x": 6, "y": 0.00323676668655 }, { "x": 7, "y": 0.00754402327522 }, { "x": 8, "y": 0.01441666691951 }, { "x": 9, "y": 0.02398484491971 }, { "x": 10, "y": 0.03605882303558 }, { "x": 11, "y": 0.05019815289618 }, { "x": 12, "y": 0.06581203925517 }, { "x": 13, "y": 0.08226799953603 }, { "x": 14, "y": 0.09898327316954 }, { "x": 15, "y": 0.11548274411516 }, { "x": 16, "y": 0.13142147008455 }, { "x": 17, "y": 0.14658006539445 }, { "x": 18, "y": 0.16084445764007 }, { "x": 19, "y": 0.17417997340633 }, { "x": 20, "y": 0.1866062980365 }, { "x": 21, "y": 0.19817660127705 }, { "x": 22, "y": 0.2089618209581 }, { "x": 23, "y": 0.21903979235271 }, { "x": 24, "y": 0.22848834322745 }, { "x": 25, "y": 0.23738135139018 }, { "x": 26, "y": 0.24578685941836 }, { "x": 27, "y": 0.25376652079452 }, { "x": 28, "y": 0.26137583879769 }, { "x": 29, "y": 0.26866482167313 }, { "x": 30, "y": 0.27567880517012 }, { "x": 31, "y": 0.28245928773021 }, { "x": 32, "y": 0.28904468983211 }, { "x": 33, "y": 0.29547099351442 }, { "x": 34, "y": 0.3017722465997 }, { "x": 35, "y": 0.30798093331116 }, { "x": 36, "y": 0.31412822243246 }, { "x": 37, "y": 0.32024410861817 }, { "x": 38, "y": 0.32635746386488 }, { "x": 39, "y": 0.33249601584986 }, { "x": 40, "y": 0.33868626872332 }, { "x": 41, "y": 0.34495338054144 }, { "x": 42, "y": 0.35132101014148 }, { "x": 43, "y": 0.35781114500784 }, { "x": 44, "y": 0.36444392057302 }, { "x": 45, "y": 0.371237440397 }, { "x": 46, "y": 0.37820760570878 }, { "x": 47, "y": 0.38536796181478 }, { "x": 48, "y": 0.39272956783564 }, { "x": 49, "y": 0.40030089510675 }, { "x": 50, "y": 0.40808775837017 }, { "x": 51, "y": 0.41609328262047 }, { "x": 52, "y": 0.42431790717951 }, { "x": 53, "y": 0.43275942731175 }, { "x": 54, "y": 0.44141307249674 }, { "x": 55, "y": 0.45027161939283 }, { "x": 56, "y": 0.45932553659224 }, { "x": 57, "y": 0.46856315750804 }, { "x": 58, "y": 0.47797087716516 }, { "x": 59, "y": 0.48753336829609 }, { "x": 60, "y": 0.49723381196225 }, { "x": 61, "y": 0.50705413792247 }, { "x": 62, "y": 0.51697527013001 }, { "x": 63, "y": 0.52697737303432 }, { "x": 64, "y": 0.53704009476488 }, { "x": 65, "y": 0.54714280375095 }, { "x": 66, "y": 0.55726481585316 }, { "x": 67, "y": 0.56738560961999 }, { "x": 68, "y": 0.57748502780794 }, { "x": 69, "y": 0.58754346379521 }, { "x": 70, "y": 0.597542031955 }, { "x": 71, "y": 0.60746272142436 }, { "x": 72, "y": 0.61728853299761 }, { "x": 73, "y": 0.62700359908972 }, { "x": 74, "y": 0.6365932868571 }, { "x": 75, "y": 0.64604428463951 }, { "x": 76, "y": 0.65534467191153 }, { "x": 77, "y": 0.66448397291908 }, { "x": 78, "y": 0.67345319414572 }, { "x": 79, "y": 0.6822448457204 }, { "x": 80, "y": 0.69085294686135 }, { "x": 81, "y": 0.69927301546203 }, { "x": 82, "y": 0.70750204197615 }, { "x": 83, "y": 0.71553844785367 }, { "x": 84, "y": 0.72338202892108 }, { "x": 85, "y": 0.73103388428175 }, { "x": 86, "y": 0.73849633152938 }, { "x": 87, "y": 0.74577280930701 }, { "x": 88, "y": 0.75286776849347 }, { "x": 89, "y": 0.75978655354373 }, { "x": 90, "y": 0.76653527573464 }, { "x": 91, "y": 0.77312068026121 }, { "x": 92, "y": 0.7795500092793 }, { "x": 93, "y": 0.78583086309041 }, { "x": 94, "y": 0.79197106170883 }, { "x": 95, "y": 0.79797850903851 }, { "x": 96, "y": 0.80386106181794 }, { "x": 97, "y": 0.80962640537015 }, { "x": 98, "y": 0.81528193802645 }, { "x": 99, "y": 0.82083466588496 }, { "x": 100, "y": 0.82629110932511 }, { "x": 101, "y": 0.83165722243573 }, { "x": 102, "y": 0.83693832623504 }, { "x": 103, "y": 0.84213905627306 }, { "x": 104, "y": 0.84726332491812 }, { "x": 105, "y": 0.85231429834467 }, { "x": 106, "y": 0.85729438796629 }, { "x": 107, "y": 0.86220525579886 }, { "x": 108, "y": 0.86704783300099 }, { "x": 109, "y": 0.87182235062325 }, { "x": 110, "y": 0.87652838141033 }, { "x": 111, "y": 0.88116489134217 }, { "x": 112, "y": 0.88573029947485 }, { "x": 113, "y": 0.8902225445502 }, { "x": 114, "y": 0.89463915678775 }, { "x": 115, "y": 0.89897733325125 }, { "x": 116, "y": 0.90323401519726 }, { "x": 117, "y": 0.9074059658611 }, { "x": 118, "y": 0.91148984721485 }, { "x": 119, "y": 0.91548229434013 }, { "x": 120, "y": 0.91937998619028 } ] }, { "id": 207, "curve_id": "E21.13", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "four-story reinforced concrete shear wall building with moment resisting frames", "source_type": "Peer-reviewed", "source_abbrev": "Hancilar et al. (2014)", "source_detail": "Hancilar, U., Çakt, E., Erdik, M., Franco, G. E., and Deodatis, G.: Earthquake vulnerability of school buildings : Probabilistic structural fragility analyses, Soil Dynamics and Earthquake Engineering, 67, 169–178, https://doi.org/10.1016/j.soildyn.2014.09.005, 2014.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "datapoints_given", "mu": 3.4793195754241415, "sigma": 0.66991913039218443, "method": "Curve fitting", "mu_sigma_quality": 0.99762517979210752, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.479, σ=0.670, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Elastic spectral displacement", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Turkey", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 1, "y": 6.14E-12 }, { "x": 1.5, "y": 3.16022E-09 }, { "x": 2, "y": 1.4458663E-07 }, { "x": 2.5, "y": 1.9894649E-06 }, { "x": 3, "y": 1.358362175E-05 }, { "x": 3.5, "y": 5.910636451E-05 }, { "x": 4, "y": 0.00018877184155 }, { "x": 4.5, "y": 0.00048263035135 }, { "x": 5, "y": 0.00104548293319 }, { "x": 5.5, "y": 0.00199504288956 }, { "x": 6, "y": 0.00344785287594 }, { "x": 6.5, "y": 0.00550685058319 }, { "x": 7, "y": 0.00825248693345 }, { "x": 7.5, "y": 0.01173754409015 }, { "x": 8, "y": 0.0159849532493 }, { "x": 8.5, "y": 0.02098784202268 }, { "x": 9, "y": 0.02671130312097 }, { "x": 9.5, "y": 0.03309560534603 }, { "x": 10, "y": 0.0400606223683 }, { "x": 10.5, "y": 0.04751116984139 }, { "x": 11, "y": 0.05534282182644 }, { "x": 11.5, "y": 0.06344771151442 }, { "x": 12, "y": 0.07171984537514 }, { "x": 12.5, "y": 0.08005956356024 }, { "x": 13, "y": 0.08837692696385 }, { "x": 13.5, "y": 0.0965939637018 }, { "x": 14, "y": 0.10464583573889 }, { "x": 14.5, "y": 0.11248107511108 }, { "x": 15, "y": 0.12006108641209 } ] }, { "id": 208, "curve_id": "E4.1", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.0223358365405272, "sigma": 0.9851419280715269, "method": "Curve fitting", "mu_sigma_quality": 0.90806360219879678, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.022, σ=0.985, R²=0.908; Mu/sigma can be used for reconstruction (quality: 0.908); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 4.663E-11 }, { "x": 0.1, "y": 2.99502321E-06 }, { "x": 0.15, "y": 0.00018745758202 }, { "x": 0.2, "y": 0.00134723256707 }, { "x": 0.25, "y": 0.00484211067968 }, { "x": 0.3, "y": 0.0164316852918 }, { "x": 0.35, "y": 0.04301991935169 }, { "x": 0.4, "y": 0.07883877145461 }, { "x": 0.45, "y": 0.11073296332035 }, { "x": 0.5, "y": 0.13309806360783 }, { "x": 0.55, "y": 0.1511566572292 }, { "x": 0.6, "y": 0.17499428238711 }, { "x": 0.65, "y": 0.2109174579362 }, { "x": 0.7, "y": 0.25652443329469 }, { "x": 0.75, "y": 0.30382345058184 }, { "x": 0.8, "y": 0.34640755701232 }, { "x": 0.85, "y": 0.38355527935756 }, { "x": 0.9, "y": 0.41908174354091 }, { "x": 0.95, "y": 0.45760324378222 }, { "x": 1, "y": 0.50146764008701 }, { "x": 1.05, "y": 0.54980508581518 }, { "x": 1.1, "y": 0.59940972672259 }, { "x": 1.15, "y": 0.6463819600893 }, { "x": 1.2, "y": 0.68754474437799 }, { "x": 1.25, "y": 0.72115244733881 }, { "x": 1.3, "y": 0.74690767003784 }, { "x": 1.35, "y": 0.76556452147335 }, { "x": 1.4, "y": 0.77842072079146 }, { "x": 1.45, "y": 0.7868954923316 }, { "x": 1.5, "y": 0.79226621845009 }, { "x": 1.55, "y": 0.79555259785985 }, { "x": 1.6, "y": 0.79750175562224 }, { "x": 1.65, "y": 0.79862607741519 }, { "x": 1.7, "y": 0.79925870677987 }, { "x": 1.75, "y": 0.79960686551038 }, { "x": 1.8, "y": 0.79979471116429 }, { "x": 1.85, "y": 0.79989428299509 }, { "x": 1.9, "y": 0.79994623492508 }, { "x": 1.95, "y": 0.79997296067224 }, { "x": 2, "y": 0.79998653690043 }, { "x": 2.05, "y": 0.79999335622681 }, { "x": 2.1, "y": 0.79999674740294 }, { "x": 2.15, "y": 0.79999841882947 }, { "x": 2.2, "y": 0.79999923614119 }, { "x": 2.25, "y": 0.79999963300908 }, { "x": 2.3, "y": 0.79999982453149 }, { "x": 2.35, "y": 0.79999991645642 }, { "x": 2.4, "y": 0.79999996036834 }, { "x": 2.45, "y": 0.79999998125822 }, { "x": 2.5, "y": 0.79999999116057 }, { "x": 2.55, "y": 0.79999999584022 }, { "x": 2.6, "y": 0.79999999804601 }, { "x": 2.65, "y": 0.79999999908349 }, { "x": 2.7, "y": 0.7999999995706 }, { "x": 2.75, "y": 0.79999999979899 }, { "x": 2.8, "y": 0.79999999990595 }, { "x": 2.85, "y": 0.79999999995601 }, { "x": 2.9, "y": 0.79999999997943 }, { "x": 2.95, "y": 0.79999999999038 }, { "x": 3, "y": 0.7999999999955 }, { "x": 3.05, "y": 0.79999999999789 }, { "x": 3.1, "y": 0.79999999999901 }, { "x": 3.15, "y": 0.79999999999954 }, { "x": 3.2, "y": 0.79999999999978 }, { "x": 3.25, "y": 0.7999999999999 }, { "x": 3.3, "y": 0.79999999999995 }, { "x": 3.35, "y": 0.79999999999998 }, { "x": 3.4, "y": 0.79999999999999 }, { "x": 3.45, "y": 0.8 }, { "x": 3.5, "y": 0.8 }, { "x": 3.55, "y": 0.8 }, { "x": 3.6, "y": 0.8 }, { "x": 3.65, "y": 0.8 }, { "x": 3.7, "y": 0.8 }, { "x": 3.75, "y": 0.8 }, { "x": 3.8, "y": 0.8 }, { "x": 3.85, "y": 0.8 }, { "x": 3.9, "y": 0.8 }, { "x": 3.94999999999999, "y": 0.8 }, { "x": 3.99999999999999, "y": 0.8 } ] }, { "id": 209, "curve_id": "E4.2", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": -0.314119760508583, "sigma": 1.4266740358011756, "method": "Curve fitting", "mu_sigma_quality": 0.93290477934916916, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.314, σ=1.427, R²=0.933; Mu/sigma can be used for reconstruction (quality: 0.933); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00187591449773 }, { "x": 0.1, "y": 0.01763526745033 }, { "x": 0.15, "y": 0.04823896139522 }, { "x": 0.2, "y": 0.08530656881313 }, { "x": 0.25, "y": 0.12550938355801 }, { "x": 0.3, "y": 0.16820687317674 }, { "x": 0.35, "y": 0.21292246601333 }, { "x": 0.4, "y": 0.25879959491792 }, { "x": 0.45, "y": 0.3047807146227 }, { "x": 0.5, "y": 0.34984601647339 }, { "x": 0.55, "y": 0.39315299806187 }, { "x": 0.6, "y": 0.43408458900585 }, { "x": 0.65, "y": 0.47224254108726 }, { "x": 0.7, "y": 0.5074153808713 }, { "x": 0.75, "y": 0.53953859861999 }, { "x": 0.8, "y": 0.56865618777943 }, { "x": 0.85, "y": 0.59488747682153 }, { "x": 0.9, "y": 0.61840038911129 }, { "x": 0.95, "y": 0.63939088876141 }, { "x": 1, "y": 0.65806778994535 }, { "x": 1.05, "y": 0.6746419438738 }, { "x": 1.1, "y": 0.68931885588286 }, { "x": 1.15, "y": 0.70229390767333 }, { "x": 1.2, "y": 0.71374950605751 }, { "x": 1.25, "y": 0.72385362041953 }, { "x": 1.3, "y": 0.73275929421575 }, { "x": 1.35, "y": 0.74060481772184 }, { "x": 1.4, "y": 0.74751433058717 }, { "x": 1.45, "y": 0.75359868609168 }, { "x": 1.5, "y": 0.7589564573504 }, { "x": 1.55, "y": 0.76367500202662 }, { "x": 1.6, "y": 0.76783152899902 }, { "x": 1.65, "y": 0.77149413005406 }, { "x": 1.7, "y": 0.7747227537976 }, { "x": 1.75, "y": 0.77757010897934 }, { "x": 1.8, "y": 0.78008249137055 }, { "x": 1.85, "y": 0.78230053304581 }, { "x": 1.9, "y": 0.78425987600801 }, { "x": 1.95, "y": 0.78599177402531 }, { "x": 2, "y": 0.78752362765815 }, { "x": 2.05, "y": 0.78887945799584 }, { "x": 2.1, "y": 0.79008032477793 }, { "x": 2.15, "y": 0.79114469447681 }, { "x": 2.2, "y": 0.79208876365928 }, { "x": 2.25, "y": 0.79292674259237 }, { "x": 2.3, "y": 0.79367110365799 }, { "x": 2.35, "y": 0.79433279872443 }, { "x": 2.4, "y": 0.79492144920927 }, { "x": 2.45, "y": 0.79544551217322 }, { "x": 2.5, "y": 0.79591242541329 }, { "x": 2.55, "y": 0.79632873418252 }, { "x": 2.6, "y": 0.79670020185287 }, { "x": 2.65, "y": 0.79703190655775 }, { "x": 2.7, "y": 0.7973283256003 }, { "x": 2.75, "y": 0.79759340919098 }, { "x": 2.8, "y": 0.79783064488086 }, { "x": 2.85, "y": 0.79804311388346 }, { "x": 2.9, "y": 0.79823354032542 }, { "x": 2.95, "y": 0.79840433433239 }, { "x": 3, "y": 0.79855762973976 }, { "x": 3.05, "y": 0.79869531711561 }, { "x": 3.1, "y": 0.79881907269424 }, { "x": 3.15, "y": 0.79893038374096 }, { "x": 3.2, "y": 0.79903057080149 }, { "x": 3.25, "y": 0.79912080723037 }, { "x": 3.3, "y": 0.79920213634189 }, { "x": 3.35, "y": 0.79927548648253 }, { "x": 3.4, "y": 0.79934168428538 }, { "x": 3.45, "y": 0.79940146633351 }, { "x": 3.5, "y": 0.79945548943008 }, { "x": 3.55, "y": 0.79950433964777 }, { "x": 3.6, "y": 0.79954854030784 }, { "x": 3.65, "y": 0.79958855902038 }, { "x": 3.7, "y": 0.79962481390033 }, { "x": 3.75, "y": 0.79965767905962 }, { "x": 3.8, "y": 0.79968748946287 }, { "x": 3.85, "y": 0.79971454522354 }, { "x": 3.9, "y": 0.79973911540748 }, { "x": 3.94999999999999, "y": 0.79976144140268 }, { "x": 3.99999999999999, "y": 0.79978173990675 } ] }, { "id": 210, "curve_id": "E5.1", "sector": "Energy", "ci_type": "Cable", "ci_desc": "Distribution circuit", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.0223358365405272, "sigma": 0.9851419280715269, "method": "Curve fitting", "mu_sigma_quality": 0.90806360219879678, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.022, σ=0.985, R²=0.908; Mu/sigma can be used for reconstruction (quality: 0.908); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 4.663E-11 }, { "x": 0.1, "y": 2.99502321E-06 }, { "x": 0.15, "y": 0.00018745758202 }, { "x": 0.2, "y": 0.00134723256707 }, { "x": 0.25, "y": 0.00484211067968 }, { "x": 0.3, "y": 0.0164316852918 }, { "x": 0.35, "y": 0.04301991935169 }, { "x": 0.4, "y": 0.07883877145461 }, { "x": 0.45, "y": 0.11073296332035 }, { "x": 0.5, "y": 0.13309806360783 }, { "x": 0.55, "y": 0.1511566572292 }, { "x": 0.6, "y": 0.17499428238711 }, { "x": 0.65, "y": 0.2109174579362 }, { "x": 0.7, "y": 0.25652443329469 }, { "x": 0.75, "y": 0.30382345058184 }, { "x": 0.8, "y": 0.34640755701232 }, { "x": 0.85, "y": 0.38355527935756 }, { "x": 0.9, "y": 0.41908174354091 }, { "x": 0.95, "y": 0.45760324378222 }, { "x": 1, "y": 0.50146764008701 }, { "x": 1.05, "y": 0.54980508581518 }, { "x": 1.1, "y": 0.59940972672259 }, { "x": 1.15, "y": 0.6463819600893 }, { "x": 1.2, "y": 0.68754474437799 }, { "x": 1.25, "y": 0.72115244733881 }, { "x": 1.3, "y": 0.74690767003784 }, { "x": 1.35, "y": 0.76556452147335 }, { "x": 1.4, "y": 0.77842072079146 }, { "x": 1.45, "y": 0.7868954923316 }, { "x": 1.5, "y": 0.79226621845009 }, { "x": 1.55, "y": 0.79555259785985 }, { "x": 1.6, "y": 0.79750175562224 }, { "x": 1.65, "y": 0.79862607741519 }, { "x": 1.7, "y": 0.79925870677987 }, { "x": 1.75, "y": 0.79960686551038 }, { "x": 1.8, "y": 0.79979471116429 }, { "x": 1.85, "y": 0.79989428299509 }, { "x": 1.9, "y": 0.79994623492508 }, { "x": 1.95, "y": 0.79997296067224 }, { "x": 2, "y": 0.79998653690043 }, { "x": 2.05, "y": 0.79999335622681 }, { "x": 2.1, "y": 0.79999674740294 }, { "x": 2.15, "y": 0.79999841882947 }, { "x": 2.2, "y": 0.79999923614119 }, { "x": 2.25, "y": 0.79999963300908 }, { "x": 2.3, "y": 0.79999982453149 }, { "x": 2.35, "y": 0.79999991645642 }, { "x": 2.4, "y": 0.79999996036834 }, { "x": 2.45, "y": 0.79999998125822 }, { "x": 2.5, "y": 0.79999999116057 }, { "x": 2.55, "y": 0.79999999584022 }, { "x": 2.6, "y": 0.79999999804601 }, { "x": 2.65, "y": 0.79999999908349 }, { "x": 2.7, "y": 0.7999999995706 }, { "x": 2.75, "y": 0.79999999979899 }, { "x": 2.8, "y": 0.79999999990595 }, { "x": 2.85, "y": 0.79999999995601 }, { "x": 2.9, "y": 0.79999999997943 }, { "x": 2.95, "y": 0.79999999999038 }, { "x": 3, "y": 0.7999999999955 }, { "x": 3.05, "y": 0.79999999999789 }, { "x": 3.1, "y": 0.79999999999901 }, { "x": 3.15, "y": 0.79999999999954 }, { "x": 3.2, "y": 0.79999999999978 }, { "x": 3.25, "y": 0.7999999999999 }, { "x": 3.3, "y": 0.79999999999995 }, { "x": 3.35, "y": 0.79999999999998 }, { "x": 3.4, "y": 0.79999999999999 }, { "x": 3.45, "y": 0.8 }, { "x": 3.5, "y": 0.8 }, { "x": 3.55, "y": 0.8 }, { "x": 3.6, "y": 0.8 }, { "x": 3.65, "y": 0.8 }, { "x": 3.7, "y": 0.8 }, { "x": 3.75, "y": 0.8 }, { "x": 3.8, "y": 0.8 }, { "x": 3.85, "y": 0.8 }, { "x": 3.9, "y": 0.8 }, { "x": 3.94999999999999, "y": 0.8 }, { "x": 3.99999999999999, "y": 0.8 } ] }, { "id": 211, "curve_id": "E5.2", "sector": "Energy", "ci_type": "Cable", "ci_desc": "Distribution circuit", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": -0.314119760508583, "sigma": 1.4266740358011756, "method": "Curve fitting", "mu_sigma_quality": 0.93290477934916916, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.314, σ=1.427, R²=0.933; Mu/sigma can be used for reconstruction (quality: 0.933); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00187591449773 }, { "x": 0.1, "y": 0.01763526745033 }, { "x": 0.15, "y": 0.04823896139522 }, { "x": 0.2, "y": 0.08530656881313 }, { "x": 0.25, "y": 0.12550938355801 }, { "x": 0.3, "y": 0.16820687317674 }, { "x": 0.35, "y": 0.21292246601333 }, { "x": 0.4, "y": 0.25879959491792 }, { "x": 0.45, "y": 0.3047807146227 }, { "x": 0.5, "y": 0.34984601647339 }, { "x": 0.55, "y": 0.39315299806187 }, { "x": 0.6, "y": 0.43408458900585 }, { "x": 0.65, "y": 0.47224254108726 }, { "x": 0.7, "y": 0.5074153808713 }, { "x": 0.75, "y": 0.53953859861999 }, { "x": 0.8, "y": 0.56865618777943 }, { "x": 0.85, "y": 0.59488747682153 }, { "x": 0.9, "y": 0.61840038911129 }, { "x": 0.95, "y": 0.63939088876141 }, { "x": 1, "y": 0.65806778994535 }, { "x": 1.05, "y": 0.6746419438738 }, { "x": 1.1, "y": 0.68931885588286 }, { "x": 1.15, "y": 0.70229390767333 }, { "x": 1.2, "y": 0.71374950605751 }, { "x": 1.25, "y": 0.72385362041953 }, { "x": 1.3, "y": 0.73275929421575 }, { "x": 1.35, "y": 0.74060481772184 }, { "x": 1.4, "y": 0.74751433058717 }, { "x": 1.45, "y": 0.75359868609168 }, { "x": 1.5, "y": 0.7589564573504 }, { "x": 1.55, "y": 0.76367500202662 }, { "x": 1.6, "y": 0.76783152899902 }, { "x": 1.65, "y": 0.77149413005406 }, { "x": 1.7, "y": 0.7747227537976 }, { "x": 1.75, "y": 0.77757010897934 }, { "x": 1.8, "y": 0.78008249137055 }, { "x": 1.85, "y": 0.78230053304581 }, { "x": 1.9, "y": 0.78425987600801 }, { "x": 1.95, "y": 0.78599177402531 }, { "x": 2, "y": 0.78752362765815 }, { "x": 2.05, "y": 0.78887945799584 }, { "x": 2.1, "y": 0.79008032477793 }, { "x": 2.15, "y": 0.79114469447681 }, { "x": 2.2, "y": 0.79208876365928 }, { "x": 2.25, "y": 0.79292674259237 }, { "x": 2.3, "y": 0.79367110365799 }, { "x": 2.35, "y": 0.79433279872443 }, { "x": 2.4, "y": 0.79492144920927 }, { "x": 2.45, "y": 0.79544551217322 }, { "x": 2.5, "y": 0.79591242541329 }, { "x": 2.55, "y": 0.79632873418252 }, { "x": 2.6, "y": 0.79670020185287 }, { "x": 2.65, "y": 0.79703190655775 }, { "x": 2.7, "y": 0.7973283256003 }, { "x": 2.75, "y": 0.79759340919098 }, { "x": 2.8, "y": 0.79783064488086 }, { "x": 2.85, "y": 0.79804311388346 }, { "x": 2.9, "y": 0.79823354032542 }, { "x": 2.95, "y": 0.79840433433239 }, { "x": 3, "y": 0.79855762973976 }, { "x": 3.05, "y": 0.79869531711561 }, { "x": 3.1, "y": 0.79881907269424 }, { "x": 3.15, "y": 0.79893038374096 }, { "x": 3.2, "y": 0.79903057080149 }, { "x": 3.25, "y": 0.79912080723037 }, { "x": 3.3, "y": 0.79920213634189 }, { "x": 3.35, "y": 0.79927548648253 }, { "x": 3.4, "y": 0.79934168428538 }, { "x": 3.45, "y": 0.79940146633351 }, { "x": 3.5, "y": 0.79945548943008 }, { "x": 3.55, "y": 0.79950433964777 }, { "x": 3.6, "y": 0.79954854030784 }, { "x": 3.65, "y": 0.79958855902038 }, { "x": 3.7, "y": 0.79962481390033 }, { "x": 3.75, "y": 0.79965767905962 }, { "x": 3.8, "y": 0.79968748946287 }, { "x": 3.85, "y": 0.79971454522354 }, { "x": 3.9, "y": 0.79973911540748 }, { "x": 3.94999999999999, "y": 0.79976144140268 }, { "x": 3.99999999999999, "y": 0.79978173990675 } ] }, { "id": 212, "curve_id": "E6.1", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Distribution circuit", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.0223358365405272, "sigma": 0.9851419280715269, "method": "Curve fitting", "mu_sigma_quality": 0.90806360219879678, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.022, σ=0.985, R²=0.908; Mu/sigma can be used for reconstruction (quality: 0.908); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 4.663E-11 }, { "x": 0.1, "y": 2.99502321E-06 }, { "x": 0.15, "y": 0.00018745758202 }, { "x": 0.2, "y": 0.00134723256707 }, { "x": 0.25, "y": 0.00484211067968 }, { "x": 0.3, "y": 0.0164316852918 }, { "x": 0.35, "y": 0.04301991935169 }, { "x": 0.4, "y": 0.07883877145461 }, { "x": 0.45, "y": 0.11073296332035 }, { "x": 0.5, "y": 0.13309806360783 }, { "x": 0.55, "y": 0.1511566572292 }, { "x": 0.6, "y": 0.17499428238711 }, { "x": 0.65, "y": 0.2109174579362 }, { "x": 0.7, "y": 0.25652443329469 }, { "x": 0.75, "y": 0.30382345058184 }, { "x": 0.8, "y": 0.34640755701232 }, { "x": 0.85, "y": 0.38355527935756 }, { "x": 0.9, "y": 0.41908174354091 }, { "x": 0.95, "y": 0.45760324378222 }, { "x": 1, "y": 0.50146764008701 }, { "x": 1.05, "y": 0.54980508581518 }, { "x": 1.1, "y": 0.59940972672259 }, { "x": 1.15, "y": 0.6463819600893 }, { "x": 1.2, "y": 0.68754474437799 }, { "x": 1.25, "y": 0.72115244733881 }, { "x": 1.3, "y": 0.74690767003784 }, { "x": 1.35, "y": 0.76556452147335 }, { "x": 1.4, "y": 0.77842072079146 }, { "x": 1.45, "y": 0.7868954923316 }, { "x": 1.5, "y": 0.79226621845009 }, { "x": 1.55, "y": 0.79555259785985 }, { "x": 1.6, "y": 0.79750175562224 }, { "x": 1.65, "y": 0.79862607741519 }, { "x": 1.7, "y": 0.79925870677987 }, { "x": 1.75, "y": 0.79960686551038 }, { "x": 1.8, "y": 0.79979471116429 }, { "x": 1.85, "y": 0.79989428299509 }, { "x": 1.9, "y": 0.79994623492508 }, { "x": 1.95, "y": 0.79997296067224 }, { "x": 2, "y": 0.79998653690043 }, { "x": 2.05, "y": 0.79999335622681 }, { "x": 2.1, "y": 0.79999674740294 }, { "x": 2.15, "y": 0.79999841882947 }, { "x": 2.2, "y": 0.79999923614119 }, { "x": 2.25, "y": 0.79999963300908 }, { "x": 2.3, "y": 0.79999982453149 }, { "x": 2.35, "y": 0.79999991645642 }, { "x": 2.4, "y": 0.79999996036834 }, { "x": 2.45, "y": 0.79999998125822 }, { "x": 2.5, "y": 0.79999999116057 }, { "x": 2.55, "y": 0.79999999584022 }, { "x": 2.6, "y": 0.79999999804601 }, { "x": 2.65, "y": 0.79999999908349 }, { "x": 2.7, "y": 0.7999999995706 }, { "x": 2.75, "y": 0.79999999979899 }, { "x": 2.8, "y": 0.79999999990595 }, { "x": 2.85, "y": 0.79999999995601 }, { "x": 2.9, "y": 0.79999999997943 }, { "x": 2.95, "y": 0.79999999999038 }, { "x": 3, "y": 0.7999999999955 }, { "x": 3.05, "y": 0.79999999999789 }, { "x": 3.1, "y": 0.79999999999901 }, { "x": 3.15, "y": 0.79999999999954 }, { "x": 3.2, "y": 0.79999999999978 }, { "x": 3.25, "y": 0.7999999999999 }, { "x": 3.3, "y": 0.79999999999995 }, { "x": 3.35, "y": 0.79999999999998 }, { "x": 3.4, "y": 0.79999999999999 }, { "x": 3.45, "y": 0.8 }, { "x": 3.5, "y": 0.8 }, { "x": 3.55, "y": 0.8 }, { "x": 3.6, "y": 0.8 }, { "x": 3.65, "y": 0.8 }, { "x": 3.7, "y": 0.8 }, { "x": 3.75, "y": 0.8 }, { "x": 3.8, "y": 0.8 }, { "x": 3.85, "y": 0.8 }, { "x": 3.9, "y": 0.8 }, { "x": 3.94999999999999, "y": 0.8 }, { "x": 3.99999999999999, "y": 0.8 } ] }, { "id": 213, "curve_id": "E6.2", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Distribution circuit", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": -0.314119760508583, "sigma": 1.4266740358011756, "method": "Curve fitting", "mu_sigma_quality": 0.93290477934916916, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.314, σ=1.427, R²=0.933; Mu/sigma can be used for reconstruction (quality: 0.933); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00187591449773 }, { "x": 0.1, "y": 0.01763526745033 }, { "x": 0.15, "y": 0.04823896139522 }, { "x": 0.2, "y": 0.08530656881313 }, { "x": 0.25, "y": 0.12550938355801 }, { "x": 0.3, "y": 0.16820687317674 }, { "x": 0.35, "y": 0.21292246601333 }, { "x": 0.4, "y": 0.25879959491792 }, { "x": 0.45, "y": 0.3047807146227 }, { "x": 0.5, "y": 0.34984601647339 }, { "x": 0.55, "y": 0.39315299806187 }, { "x": 0.6, "y": 0.43408458900585 }, { "x": 0.65, "y": 0.47224254108726 }, { "x": 0.7, "y": 0.5074153808713 }, { "x": 0.75, "y": 0.53953859861999 }, { "x": 0.8, "y": 0.56865618777943 }, { "x": 0.85, "y": 0.59488747682153 }, { "x": 0.9, "y": 0.61840038911129 }, { "x": 0.95, "y": 0.63939088876141 }, { "x": 1, "y": 0.65806778994535 }, { "x": 1.05, "y": 0.6746419438738 }, { "x": 1.1, "y": 0.68931885588286 }, { "x": 1.15, "y": 0.70229390767333 }, { "x": 1.2, "y": 0.71374950605751 }, { "x": 1.25, "y": 0.72385362041953 }, { "x": 1.3, "y": 0.73275929421575 }, { "x": 1.35, "y": 0.74060481772184 }, { "x": 1.4, "y": 0.74751433058717 }, { "x": 1.45, "y": 0.75359868609168 }, { "x": 1.5, "y": 0.7589564573504 }, { "x": 1.55, "y": 0.76367500202662 }, { "x": 1.6, "y": 0.76783152899902 }, { "x": 1.65, "y": 0.77149413005406 }, { "x": 1.7, "y": 0.7747227537976 }, { "x": 1.75, "y": 0.77757010897934 }, { "x": 1.8, "y": 0.78008249137055 }, { "x": 1.85, "y": 0.78230053304581 }, { "x": 1.9, "y": 0.78425987600801 }, { "x": 1.95, "y": 0.78599177402531 }, { "x": 2, "y": 0.78752362765815 }, { "x": 2.05, "y": 0.78887945799584 }, { "x": 2.1, "y": 0.79008032477793 }, { "x": 2.15, "y": 0.79114469447681 }, { "x": 2.2, "y": 0.79208876365928 }, { "x": 2.25, "y": 0.79292674259237 }, { "x": 2.3, "y": 0.79367110365799 }, { "x": 2.35, "y": 0.79433279872443 }, { "x": 2.4, "y": 0.79492144920927 }, { "x": 2.45, "y": 0.79544551217322 }, { "x": 2.5, "y": 0.79591242541329 }, { "x": 2.55, "y": 0.79632873418252 }, { "x": 2.6, "y": 0.79670020185287 }, { "x": 2.65, "y": 0.79703190655775 }, { "x": 2.7, "y": 0.7973283256003 }, { "x": 2.75, "y": 0.79759340919098 }, { "x": 2.8, "y": 0.79783064488086 }, { "x": 2.85, "y": 0.79804311388346 }, { "x": 2.9, "y": 0.79823354032542 }, { "x": 2.95, "y": 0.79840433433239 }, { "x": 3, "y": 0.79855762973976 }, { "x": 3.05, "y": 0.79869531711561 }, { "x": 3.1, "y": 0.79881907269424 }, { "x": 3.15, "y": 0.79893038374096 }, { "x": 3.2, "y": 0.79903057080149 }, { "x": 3.25, "y": 0.79912080723037 }, { "x": 3.3, "y": 0.79920213634189 }, { "x": 3.35, "y": 0.79927548648253 }, { "x": 3.4, "y": 0.79934168428538 }, { "x": 3.45, "y": 0.79940146633351 }, { "x": 3.5, "y": 0.79945548943008 }, { "x": 3.55, "y": 0.79950433964777 }, { "x": 3.6, "y": 0.79954854030784 }, { "x": 3.65, "y": 0.79958855902038 }, { "x": 3.7, "y": 0.79962481390033 }, { "x": 3.75, "y": 0.79965767905962 }, { "x": 3.8, "y": 0.79968748946287 }, { "x": 3.85, "y": 0.79971454522354 }, { "x": 3.9, "y": 0.79973911540748 }, { "x": 3.94999999999999, "y": 0.79976144140268 }, { "x": 3.99999999999999, "y": 0.79978173990675 } ] }, { "id": 214, "curve_id": "E8.1", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Anchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.058429441892193, "sigma": 1.2235486296891322, "method": "Curve fitting", "mu_sigma_quality": 0.97118946106995807, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.058, σ=1.224, R²=0.971; Mu/sigma can be used for reconstruction (quality: 0.971); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.421832037E-05 }, { "x": 0.1, "y": 0.00082186469352 }, { "x": 0.15, "y": 0.00544176277707 }, { "x": 0.2, "y": 0.01759244362677 }, { "x": 0.25, "y": 0.03898795704831 }, { "x": 0.3, "y": 0.06858634630309 }, { "x": 0.35, "y": 0.10388141538745 }, { "x": 0.4, "y": 0.14225800037464 }, { "x": 0.45, "y": 0.18164395639386 }, { "x": 0.5, "y": 0.22062989691055 }, { "x": 0.55, "y": 0.25835739348741 }, { "x": 0.6, "y": 0.29435693481938 }, { "x": 0.65, "y": 0.32840872689962 }, { "x": 0.7, "y": 0.36044312874549 }, { "x": 0.75, "y": 0.39047603823313 }, { "x": 0.8, "y": 0.41856948320722 }, { "x": 0.85, "y": 0.44480863892284 }, { "x": 0.9, "y": 0.46928889593559 }, { "x": 0.95, "y": 0.4921088061803 }, { "x": 1, "y": 0.51336634577213 }, { "x": 1.05, "y": 0.53315699206095 }, { "x": 1.1, "y": 0.55157276572752 }, { "x": 1.15, "y": 0.56870177392799 }, { "x": 1.2, "y": 0.58462800946506 }, { "x": 1.25, "y": 0.59943128124783 }, { "x": 1.3, "y": 0.61318721502931 }, { "x": 1.35, "y": 0.62596729576127 }, { "x": 1.4, "y": 0.63783893843866 }, { "x": 1.45, "y": 0.64886558119045 }, { "x": 1.5, "y": 0.65910679705198 }, { "x": 1.55, "y": 0.6686184216581 }, { "x": 1.6, "y": 0.67745269418887 }, { "x": 1.65, "y": 0.68565840882185 }, { "x": 1.7, "y": 0.69328107391459 }, { "x": 1.75, "y": 0.70036307622257 }, { "x": 1.8, "y": 0.70694384764538 }, { "x": 1.85, "y": 0.71306003225836 }, { "x": 1.9, "y": 0.71874565169438 }, { "x": 1.95, "y": 0.72403226726229 }, { "x": 2, "y": 0.72894913750313 }, { "x": 2.05, "y": 0.73352337017849 }, { "x": 2.1, "y": 0.73778006794878 }, { "x": 2.15, "y": 0.74174246722864 }, { "x": 2.2, "y": 0.74543206990258 }, { "x": 2.25, "y": 0.74886876774598 }, { "x": 2.3, "y": 0.75207095952893 }, { "x": 2.35, "y": 0.75505566088559 }, { "x": 2.4, "y": 0.7578386071132 }, { "x": 2.45, "y": 0.76043434912637 }, { "x": 2.5, "y": 0.76285634283688 }, { "x": 2.55, "y": 0.76511703225985 }, { "x": 2.6, "y": 0.76722792666619 }, { "x": 2.65, "y": 0.76919967211165 }, { "x": 2.7, "y": 0.7710421176753 }, { "x": 2.75, "y": 0.77276437673786 }, { "x": 2.8, "y": 0.77437488362311 }, { "x": 2.85, "y": 0.77588144591564 }, { "x": 2.9, "y": 0.77729129275561 }, { "x": 2.95, "y": 0.77861111939763 }, { "x": 3, "y": 0.7798471283056 }, { "x": 3.05, "y": 0.78100506704037 }, { "x": 3.1, "y": 0.78209026318144 }, { "x": 3.15, "y": 0.7831076565086 }, { "x": 3.2, "y": 0.78406182865447 }, { "x": 3.25, "y": 0.78495703042441 }, { "x": 3.3, "y": 0.78579720696633 }, { "x": 3.35, "y": 0.78658602095954 }, { "x": 3.4, "y": 0.7873268739797 }, { "x": 3.45, "y": 0.78802292618451 }, { "x": 3.5, "y": 0.78867711445419 }, { "x": 3.55, "y": 0.7892921691101 }, { "x": 3.6, "y": 0.78987062932549 }, { "x": 3.65, "y": 0.79041485733305 }, { "x": 3.7, "y": 0.79092705152588 }, { "x": 3.75, "y": 0.79140925854058 }, { "x": 3.8, "y": 0.7918633844042 }, { "x": 3.85, "y": 0.79229120481991 }, { "x": 3.9, "y": 0.79269437466058 }, { "x": 3.94999999999999, "y": 0.79307443673341 }, { "x": 3.99999999999999, "y": 0.79343282987395 } ] }, { "id": 215, "curve_id": "E8.10", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Light rail DC power substation", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.27689114995029479, "sigma": 1.465478881628737, "method": "Curve fitting", "mu_sigma_quality": 0.99649783655603741, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.277, σ=1.465, R²=0.996; Mu/sigma can be used for reconstruction (quality: 0.996); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00065394785127 }, { "x": 0.1, "y": 0.00816633786985 }, { "x": 0.15, "y": 0.03264128960817 }, { "x": 0.2, "y": 0.07246200677084 }, { "x": 0.25, "y": 0.1143233051627 }, { "x": 0.3, "y": 0.15069064743153 }, { "x": 0.35, "y": 0.18078396048428 }, { "x": 0.4, "y": 0.20627477319398 }, { "x": 0.45, "y": 0.22890879897634 }, { "x": 0.5, "y": 0.24987444145234 }, { "x": 0.55, "y": 0.2698428637083 }, { "x": 0.6, "y": 0.28914461750745 }, { "x": 0.65, "y": 0.30791762866451 }, { "x": 0.7, "y": 0.32620197417428 }, { "x": 0.75, "y": 0.34399368353688 }, { "x": 0.8, "y": 0.36127298074444 }, { "x": 0.85, "y": 0.37801805102644 }, { "x": 0.9, "y": 0.39421107909734 }, { "x": 0.95, "y": 0.40984035672239 }, { "x": 1, "y": 0.42490050163539 }, { "x": 1.05, "y": 0.43939184909274 }, { "x": 1.1, "y": 0.45331954910948 }, { "x": 1.15, "y": 0.46669262488886 }, { "x": 1.2, "y": 0.47952310530999 }, { "x": 1.25, "y": 0.49182527292343 }, { "x": 1.3, "y": 0.50361503455995 }, { "x": 1.35, "y": 0.51490940630654 }, { "x": 1.4, "y": 0.5257260987762 }, { "x": 1.45, "y": 0.53608318737776 }, { "x": 1.5, "y": 0.54599885315769 }, { "x": 1.55, "y": 0.55549118146863 }, { "x": 1.6, "y": 0.56457800759996 }, { "x": 1.65, "y": 0.57327680030126 }, { "x": 1.7, "y": 0.58160457572503 }, { "x": 1.75, "y": 0.58957783568024 }, { "x": 1.8, "y": 0.59721252523014 }, { "x": 1.85, "y": 0.60452400561078 }, { "x": 1.9, "y": 0.61152703921815 }, { "x": 1.95, "y": 0.61823578404053 }, { "x": 2, "y": 0.62466379542274 }, { "x": 2.05, "y": 0.63082403346245 }, { "x": 2.1, "y": 0.6367288746736 }, { "x": 2.15, "y": 0.64239012682254 }, { "x": 2.2, "y": 0.64781904606174 }, { "x": 2.25, "y": 0.6530263556631 }, { "x": 2.3, "y": 0.65802226579627 }, { "x": 2.35, "y": 0.66281649391325 }, { "x": 2.4, "y": 0.66741828539431 }, { "x": 2.45, "y": 0.67183643418597 }, { "x": 2.5, "y": 0.67607930322308 }, { "x": 2.55, "y": 0.68015484447622 }, { "x": 2.6, "y": 0.68407061850541 }, { "x": 2.65, "y": 0.68783381343313 }, { "x": 2.7, "y": 0.69145126327513 }, { "x": 2.75, "y": 0.69492946558799 }, { "x": 2.8, "y": 0.69827459840875 }, { "x": 2.85, "y": 0.70149253647445 }, { "x": 2.9, "y": 0.70458886671993 }, { "x": 2.95, "y": 0.70756890305976 }, { "x": 3, "y": 0.71043770046633 }, { "x": 3.05, "y": 0.71320006836058 }, { "x": 3.1, "y": 0.71586058333541 }, { "x": 3.15, "y": 0.71842360123393 }, { "x": 3.2, "y": 0.72089326860667 }, { "x": 3.25, "y": 0.72327353357254 }, { "x": 3.3, "y": 0.72556815610922 }, { "x": 3.35, "y": 0.72778071779854 }, { "x": 3.4, "y": 0.72991463105253 }, { "x": 3.45, "y": 0.73197314784499 }, { "x": 3.5, "y": 0.73395936797355 }, { "x": 3.55, "y": 0.7358762468758 }, { "x": 3.6, "y": 0.73772660302277 }, { "x": 3.65, "y": 0.73951312491208 }, { "x": 3.7, "y": 0.74123837768192 }, { "x": 3.75, "y": 0.74290480936657 }, { "x": 3.8, "y": 0.74451475681284 }, { "x": 3.85, "y": 0.74607045127611 }, { "x": 3.9, "y": 0.74757402371363 }, { "x": 3.94999999999999, "y": 0.74902750979196 }, { "x": 3.99999999999999, "y": 0.75043285462437 } ] }, { "id": 216, "curve_id": "E8.2", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Anchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.0142385500851483, "sigma": 1.300692038964657, "method": "Curve fitting", "mu_sigma_quality": 0.97857393118260216, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.014, σ=1.301, R²=0.979; Mu/sigma can be used for reconstruction (quality: 0.979); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00061201248089 }, { "x": 0.1, "y": 0.00724962456553 }, { "x": 0.15, "y": 0.02548886010685 }, { "x": 0.2, "y": 0.05408838847407 }, { "x": 0.25, "y": 0.08788273303264 }, { "x": 0.3, "y": 0.12310659185748 }, { "x": 0.35, "y": 0.15805211454591 }, { "x": 0.4, "y": 0.19216738135933 }, { "x": 0.45, "y": 0.22534091241992 }, { "x": 0.5, "y": 0.25756311450011 }, { "x": 0.55, "y": 0.28881191361998 }, { "x": 0.6, "y": 0.31903453387801 }, { "x": 0.65, "y": 0.34815991255736 }, { "x": 0.7, "y": 0.37611513653149 }, { "x": 0.75, "y": 0.40283756023485 }, { "x": 0.8, "y": 0.42828147887536 }, { "x": 0.85, "y": 0.45242050391902 }, { "x": 0.9, "y": 0.47524713921098 }, { "x": 0.95, "y": 0.4967707917421 }, { "x": 1, "y": 0.51701507625898 }, { "x": 1.05, "y": 0.5360149528316 }, { "x": 1.1, "y": 0.55381400492616 }, { "x": 1.15, "y": 0.57046201238574 }, { "x": 1.2, "y": 0.58601287890078 }, { "x": 1.25, "y": 0.60052291850756 }, { "x": 1.3, "y": 0.61404947626358 }, { "x": 1.35, "y": 0.626649844678 }, { "x": 1.4, "y": 0.63838043322018 }, { "x": 1.45, "y": 0.64929614915254 }, { "x": 1.5, "y": 0.65944995148257 }, { "x": 1.55, "y": 0.6688925444837 }, { "x": 1.6, "y": 0.67767218212537 }, { "x": 1.65, "y": 0.68583455941302 }, { "x": 1.7, "y": 0.69342277084269 }, { "x": 1.75, "y": 0.70047731984052 }, { "x": 1.8, "y": 0.70703616617873 }, { "x": 1.85, "y": 0.71313480097324 }, { "x": 1.9, "y": 0.71880634103028 }, { "x": 1.95, "y": 0.72408163607851 }, { "x": 2, "y": 0.72898938386089 }, { "x": 2.05, "y": 0.73355624921969 }, { "x": 2.1, "y": 0.73780698423734 }, { "x": 2.15, "y": 0.74176454723621 }, { "x": 2.2, "y": 0.7454502190272 }, { "x": 2.25, "y": 0.748883715259 }, { "x": 2.3, "y": 0.7520832940813 }, { "x": 2.35, "y": 0.75506585861618 }, { "x": 2.4, "y": 0.75784705394791 }, { "x": 2.45, "y": 0.76044135850609 }, { "x": 2.5, "y": 0.76286216984103 }, { "x": 2.55, "y": 0.76512188488187 }, { "x": 2.6, "y": 0.76723197483395 }, { "x": 2.65, "y": 0.76920305491853 }, { "x": 2.7, "y": 0.77104494918869 }, { "x": 2.75, "y": 0.77276675067421 }, { "x": 2.8, "y": 0.77437687711823 }, { "x": 2.85, "y": 0.77588312257114 }, { "x": 2.9, "y": 0.77729270510538 }, { "x": 2.95, "y": 0.77861231090831 }, { "x": 3, "y": 0.7798481350023 }, { "x": 3.05, "y": 0.7810059188302 }, { "x": 3.1, "y": 0.78209098493296 }, { "x": 3.15, "y": 0.78310826893378 }, { "x": 3.2, "y": 0.78406234903058 }, { "x": 3.25, "y": 0.7849574731859 }, { "x": 3.3, "y": 0.78579758419085 }, { "x": 3.35, "y": 0.78658634276787 }, { "x": 3.4, "y": 0.78732714886524 }, { "x": 3.45, "y": 0.78802316128522 }, { "x": 3.5, "y": 0.7886773157774 }, { "x": 3.55, "y": 0.78929234171865 }, { "x": 3.6, "y": 0.78987077749205 }, { "x": 3.65, "y": 0.7904149846683 }, { "x": 3.7, "y": 0.79092716108511 }, { "x": 3.75, "y": 0.79140935291249 }, { "x": 3.8, "y": 0.79186346578495 }, { "x": 3.85, "y": 0.792291275075 }, { "x": 3.9, "y": 0.79269443537658 }, { "x": 3.94999999999999, "y": 0.79307448926132 }, { "x": 3.99999999999999, "y": 0.79343287536555 } ] }, { "id": 217, "curve_id": "E8.3", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": -0.27734501507225, "sigma": 1.4635795134569176, "method": "Curve fitting", "mu_sigma_quality": 0.9501782662457543, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.277, σ=1.464, R²=0.950; Mu/sigma can be used for reconstruction (quality: 0.950); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00121813211221 }, { "x": 0.1, "y": 0.01292566524802 }, { "x": 0.15, "y": 0.04280122422069 }, { "x": 0.2, "y": 0.08579003154668 }, { "x": 0.25, "y": 0.13392093336045 }, { "x": 0.3, "y": 0.18271175048641 }, { "x": 0.35, "y": 0.23028880335105 }, { "x": 0.4, "y": 0.27590532425867 }, { "x": 0.45, "y": 0.31921514173752 }, { "x": 0.5, "y": 0.36002020157817 }, { "x": 0.55, "y": 0.39820257256859 }, { "x": 0.6, "y": 0.43370943839962 }, { "x": 0.65, "y": 0.46654671608348 }, { "x": 0.7, "y": 0.49677073204542 }, { "x": 0.75, "y": 0.52447768656468 }, { "x": 0.8, "y": 0.54979263619831 }, { "x": 0.85, "y": 0.57285938851654 }, { "x": 0.9, "y": 0.59383201642594 }, { "x": 0.95, "y": 0.61286818001134 }, { "x": 1, "y": 0.63012414680392 }, { "x": 1.05, "y": 0.64575126745341 }, { "x": 1.1, "y": 0.65989362749008 }, { "x": 1.15, "y": 0.6726866101088 }, { "x": 1.2, "y": 0.68425614087286 }, { "x": 1.25, "y": 0.69471842705445 }, { "x": 1.3, "y": 0.70418004415383 }, { "x": 1.35, "y": 0.71273825668883 }, { "x": 1.4, "y": 0.72048148874765 }, { "x": 1.45, "y": 0.72748988234248 }, { "x": 1.5, "y": 0.73383589906039 }, { "x": 1.55, "y": 0.7395849337728 }, { "x": 1.6, "y": 0.74479591908776 }, { "x": 1.65, "y": 0.7495219065478 }, { "x": 1.7, "y": 0.75381061589913 }, { "x": 1.75, "y": 0.75770494757361 }, { "x": 1.8, "y": 0.76124345621194 }, { "x": 1.85, "y": 0.76446078490973 }, { "x": 1.9, "y": 0.76738806110877 }, { "x": 1.95, "y": 0.77005325585253 }, { "x": 2, "y": 0.77248150860291 }, { "x": 2.05, "y": 0.77469542006766 }, { "x": 2.1, "y": 0.77671531558321 }, { "x": 2.15, "y": 0.77855948158624 }, { "x": 2.2, "y": 0.78024437762547 }, { "x": 2.25, "y": 0.78178482623935 }, { "x": 2.3, "y": 0.78319418287396 }, { "x": 2.35, "y": 0.78448448785184 }, { "x": 2.4, "y": 0.78566660223536 }, { "x": 2.45, "y": 0.7867503292643 }, { "x": 2.5, "y": 0.78774452288962 }, { "x": 2.55, "y": 0.78865718477702 }, { "x": 2.6, "y": 0.78949555101585 }, { "x": 2.65, "y": 0.79026616964197 }, { "x": 2.7, "y": 0.79097496996673 }, { "x": 2.75, "y": 0.79162732459912 }, { "x": 2.8, "y": 0.79222810495268 }, { "x": 2.85, "y": 0.79278173094296 }, { "x": 2.9, "y": 0.79329221550442 }, { "x": 2.95, "y": 0.79376320448688 }, { "x": 3, "y": 0.79419801242967 }, { "x": 3.05, "y": 0.7945996546573 }, { "x": 3.1, "y": 0.79497087609103 }, { "x": 3.15, "y": 0.79531417712767 }, { "x": 3.2, "y": 0.79563183689781 }, { "x": 3.25, "y": 0.79592593418178 }, { "x": 3.3, "y": 0.79619836623054 }, { "x": 3.35, "y": 0.79645086571212 }, { "x": 3.4, "y": 0.79668501597969 }, { "x": 3.45, "y": 0.79690226483628 }, { "x": 3.5, "y": 0.79710393695198 }, { "x": 3.55, "y": 0.79729124507259 }, { "x": 3.6, "y": 0.7974653001439 }, { "x": 3.65, "y": 0.79762712046211 }, { "x": 3.7, "y": 0.79777763994952 }, { "x": 3.75, "y": 0.79791771564357 }, { "x": 3.8, "y": 0.79804813447853 }, { "x": 3.85, "y": 0.79816961943029 }, { "x": 3.9, "y": 0.79828283508755 }, { "x": 3.94999999999999, "y": 0.7983883927062 }, { "x": 3.99999999999999, "y": 0.79848685479748 } ] }, { "id": 218, "curve_id": "E8.4", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": -0.29287527681113, "sigma": 1.4876503659398654, "method": "Curve fitting", "mu_sigma_quality": 0.95271343400993025, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.293, σ=1.488, R²=0.953; Mu/sigma can be used for reconstruction (quality: 0.953); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00136461169334 }, { "x": 0.1, "y": 0.01570131240736 }, { "x": 0.15, "y": 0.05267279141344 }, { "x": 0.2, "y": 0.10168758762489 }, { "x": 0.25, "y": 0.15152454579351 }, { "x": 0.3, "y": 0.19879007824972 }, { "x": 0.35, "y": 0.2434890398028 }, { "x": 0.4, "y": 0.28609353193348 }, { "x": 0.45, "y": 0.32679657087188 }, { "x": 0.5, "y": 0.36554188154625 }, { "x": 0.55, "y": 0.40217553605015 }, { "x": 0.6, "y": 0.43655049875144 }, { "x": 0.65, "y": 0.46857380241466 }, { "x": 0.7, "y": 0.49821757990377 }, { "x": 0.75, "y": 0.52551257080349 }, { "x": 0.8, "y": 0.55053529311008 }, { "x": 0.85, "y": 0.57339450799505 }, { "x": 0.9, "y": 0.59421936294156 }, { "x": 0.95, "y": 0.61314993547661 }, { "x": 1, "y": 0.63033013757136 }, { "x": 1.05, "y": 0.6459026456098 }, { "x": 1.1, "y": 0.66000544928713 }, { "x": 1.15, "y": 0.67276963804617 }, { "x": 1.2, "y": 0.68431810330239 }, { "x": 1.25, "y": 0.69476490003863 }, { "x": 1.3, "y": 0.70421507051921 }, { "x": 1.35, "y": 0.71276478207864 }, { "x": 1.4, "y": 0.72050166997521 }, { "x": 1.45, "y": 0.72750530637135 }, { "x": 1.5, "y": 0.73384773921179 }, { "x": 1.55, "y": 0.73959406166879 }, { "x": 1.6, "y": 0.744802985249 }, { "x": 1.65, "y": 0.74952739869594 }, { "x": 1.7, "y": 0.75381490132932 }, { "x": 1.75, "y": 0.75770830409285 }, { "x": 1.8, "y": 0.76124609483268 }, { "x": 1.85, "y": 0.76446286657117 }, { "x": 1.9, "y": 0.76738970905229 }, { "x": 1.95, "y": 0.77005456482073 }, { "x": 2, "y": 0.77248255170662 }, { "x": 2.05, "y": 0.77469625393348 }, { "x": 2.1, "y": 0.77671598422789 }, { "x": 2.15, "y": 0.77856001934427 }, { "x": 2.2, "y": 0.78024481136994 }, { "x": 2.25, "y": 0.78178517707295 }, { "x": 2.3, "y": 0.78319446742136 }, { "x": 2.35, "y": 0.78448471925091 }, { "x": 2.4, "y": 0.78566679090011 }, { "x": 2.45, "y": 0.78675048347408 }, { "x": 2.5, "y": 0.78774464924566 }, { "x": 2.55, "y": 0.78865728855737 }, { "x": 2.6, "y": 0.78949563645215 }, { "x": 2.65, "y": 0.79026624013595 }, { "x": 2.7, "y": 0.79097502826009 }, { "x": 2.75, "y": 0.79162737290719 }, { "x": 2.8, "y": 0.79222814506989 }, { "x": 2.85, "y": 0.7927817643263 }, { "x": 2.9, "y": 0.79329224333971 }, { "x": 2.95, "y": 0.79376322774141 }, { "x": 3, "y": 0.79419803189429 }, { "x": 3.05, "y": 0.79459967097996 }, { "x": 3.1, "y": 0.79497088980377 }, { "x": 3.15, "y": 0.79531418866825 }, { "x": 3.2, "y": 0.79563184662718 }, { "x": 3.25, "y": 0.79592594239811 }, { "x": 3.3, "y": 0.79619837318065 }, { "x": 3.35, "y": 0.79645087160069 }, { "x": 3.4, "y": 0.79668502097678 }, { "x": 3.45, "y": 0.79690226908345 }, { "x": 3.5, "y": 0.79710394056727 }, { "x": 3.55, "y": 0.7972912481546 }, { "x": 3.6, "y": 0.79746530277512 }, { "x": 3.65, "y": 0.7976271227117 }, { "x": 3.7, "y": 0.79777764187551 }, { "x": 3.75, "y": 0.79791771729479 }, { "x": 3.8, "y": 0.79804813589609 }, { "x": 3.85, "y": 0.79816962064885 }, { "x": 3.9, "y": 0.79828283613641 }, { "x": 3.94999999999999, "y": 0.79838839361013 }, { "x": 3.99999999999999, "y": 0.79848685557749 } ] }, { "id": 219, "curve_id": "E8.5", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Anchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.31659315500567864, "sigma": 1.3714848536624011, "method": "Curve fitting", "mu_sigma_quality": 0.99368806361878381, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.317, σ=1.371, R²=0.994; Mu/sigma can be used for reconstruction (quality: 0.994); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00097812658824 }, { "x": 0.1, "y": 0.00802955749675 }, { "x": 0.15, "y": 0.02381682718844 }, { "x": 0.2, "y": 0.04648837757481 }, { "x": 0.25, "y": 0.07311766461926 }, { "x": 0.3, "y": 0.10147201746408 }, { "x": 0.35, "y": 0.130166131489 }, { "x": 0.4, "y": 0.15841937027036 }, { "x": 0.45, "y": 0.18582180452409 }, { "x": 0.5, "y": 0.21217662421137 }, { "x": 0.55, "y": 0.23740537382906 }, { "x": 0.6, "y": 0.26149366289823 }, { "x": 0.65, "y": 0.28446080770458 }, { "x": 0.7, "y": 0.30634309909976 }, { "x": 0.75, "y": 0.32718468635709 }, { "x": 0.8, "y": 0.34703267403403 }, { "x": 0.85, "y": 0.36593453232891 }, { "x": 0.9, "y": 0.38393676873353 }, { "x": 0.95, "y": 0.40108428110918 }, { "x": 1, "y": 0.41742007419224 }, { "x": 1.05, "y": 0.43298516625957 }, { "x": 1.1, "y": 0.4478185924111 }, { "x": 1.15, "y": 0.4619574546546 }, { "x": 1.2, "y": 0.47543699279511 }, { "x": 1.25, "y": 0.48829066296533 }, { "x": 1.3, "y": 0.50055021743686 }, { "x": 1.35, "y": 0.51224578286956 }, { "x": 1.4, "y": 0.52340593590668 }, { "x": 1.45, "y": 0.53405777584088 }, { "x": 1.5, "y": 0.54422699441641 }, { "x": 1.55, "y": 0.55393794294028 }, { "x": 1.6, "y": 0.56321369687911 }, { "x": 1.65, "y": 0.57207611808313 }, { "x": 1.7, "y": 0.58054591473657 }, { "x": 1.75, "y": 0.588642699097 }, { "x": 1.8, "y": 0.59638504305993 }, { "x": 1.85, "y": 0.60379053156853 }, { "x": 1.9, "y": 0.61087581388137 }, { "x": 1.95, "y": 0.61765665270937 }, { "x": 2, "y": 0.62414797123689 }, { "x": 2.05, "y": 0.63036389804783 }, { "x": 2.1, "y": 0.63631780998491 }, { "x": 2.15, "y": 0.64202237297805 }, { "x": 2.2, "y": 0.64748958088548 }, { "x": 2.25, "y": 0.65273079239766 }, { "x": 2.3, "y": 0.65775676606045 }, { "x": 2.35, "y": 0.66257769347834 }, { "x": 2.4, "y": 0.66720323076255 }, { "x": 2.45, "y": 0.67164252829166 }, { "x": 2.5, "y": 0.67590425885394 }, { "x": 2.55, "y": 0.67999664424182 }, { "x": 2.6, "y": 0.68392748036883 }, { "x": 2.65, "y": 0.68770416097932 }, { "x": 2.7, "y": 0.69133370001985 }, { "x": 2.75, "y": 0.69482275274011 }, { "x": 2.8, "y": 0.69817763558938 }, { "x": 2.85, "y": 0.70140434497249 }, { "x": 2.9, "y": 0.70450857492698 }, { "x": 2.95, "y": 0.70749573378101 }, { "x": 3, "y": 0.71037095984895 }, { "x": 3.05, "y": 0.71313913621898 }, { "x": 3.1, "y": 0.71580490468483 }, { "x": 3.15, "y": 0.71837267887088 }, { "x": 3.2, "y": 0.72084665659773 }, { "x": 3.25, "y": 0.72323083153255 }, { "x": 3.3, "y": 0.7255290041664 }, { "x": 3.35, "y": 0.72774479215839 }, { "x": 3.4, "y": 0.72988164008419 }, { "x": 3.45, "y": 0.73194282862438 }, { "x": 3.5, "y": 0.73393148322604 }, { "x": 3.55, "y": 0.73585058226924 }, { "x": 3.6, "y": 0.73770296476772 }, { "x": 3.65, "y": 0.73949133763203 }, { "x": 3.7, "y": 0.741218282521 }, { "x": 3.75, "y": 0.74288626230639 }, { "x": 3.8, "y": 0.74449762717374 }, { "x": 3.85, "y": 0.74605462038121 }, { "x": 3.9, "y": 0.74755938369679 }, { "x": 3.94999999999999, "y": 0.74901396253295 }, { "x": 3.99999999999999, "y": 0.75042031079692 } ] }, { "id": 220, "curve_id": "E8.6", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Anchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.11091920854194737, "sigma": 1.42866105839658, "method": "Curve fitting", "mu_sigma_quality": 0.9888060077848273, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.111, σ=1.429, R²=0.989; Mu/sigma can be used for reconstruction (quality: 0.989); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00050070800887 }, { "x": 0.1, "y": 0.00720007874902 }, { "x": 0.15, "y": 0.02722770046974 }, { "x": 0.2, "y": 0.06081262161069 }, { "x": 0.25, "y": 0.10083412910201 }, { "x": 0.3, "y": 0.14101788404093 }, { "x": 0.35, "y": 0.17849059535117 }, { "x": 0.4, "y": 0.21264126743551 }, { "x": 0.45, "y": 0.24379502334637 }, { "x": 0.5, "y": 0.27249187788289 }, { "x": 0.55, "y": 0.29920927590412 }, { "x": 0.6, "y": 0.32429727192584 }, { "x": 0.65, "y": 0.34799183925722 }, { "x": 0.7, "y": 0.37044679459949 }, { "x": 0.75, "y": 0.39176307267513 }, { "x": 0.8, "y": 0.41201015997996 }, { "x": 0.85, "y": 0.43124014704921 }, { "x": 0.9, "y": 0.44949627404087 }, { "x": 0.95, "y": 0.46681778472393 }, { "x": 1, "y": 0.48324246513123 }, { "x": 1.05, "y": 0.49880780530824 }, { "x": 1.1, "y": 0.5135513858627 }, { "x": 1.15, "y": 0.52751085851331 }, { "x": 1.2, "y": 0.54072373853198 }, { "x": 1.25, "y": 0.55322713228819 }, { "x": 1.3, "y": 0.56505746563819 }, { "x": 1.35, "y": 0.57625024502514 }, { "x": 1.4, "y": 0.58683986383974 }, { "x": 1.45, "y": 0.59685945606658 }, { "x": 1.5, "y": 0.606340793909 }, { "x": 1.55, "y": 0.61531422374043 }, { "x": 1.6, "y": 0.62380863404445 }, { "x": 1.65, "y": 0.6318514491914 }, { "x": 1.7, "y": 0.63946864350043 }, { "x": 1.75, "y": 0.64668477079361 }, { "x": 1.8, "y": 0.65352300542418 }, { "x": 1.85, "y": 0.66000519148385 }, { "x": 1.9, "y": 0.66615189753359 }, { "x": 1.95, "y": 0.67198247474963 }, { "x": 2, "y": 0.67751511683506 }, { "x": 2.05, "y": 0.6827669204245 }, { "x": 2.1, "y": 0.68775394501651 }, { "x": 2.15, "y": 0.69249127171522 }, { "x": 2.2, "y": 0.69699306025991 }, { "x": 2.25, "y": 0.70127260397688 }, { "x": 2.3, "y": 0.70534238241054 }, { "x": 2.35, "y": 0.70921411148552 }, { "x": 2.4, "y": 0.71289879112495 }, { "x": 2.45, "y": 0.71640675030586 }, { "x": 2.5, "y": 0.71974768957456 }, { "x": 2.55, "y": 0.72293072107548 }, { "x": 2.6, "y": 0.72596440616963 }, { "x": 2.65, "y": 0.7288567907337 }, { "x": 2.7, "y": 0.73161543824135 }, { "x": 2.75, "y": 0.73424746073414 }, { "x": 2.8, "y": 0.7367595477923 }, { "x": 2.85, "y": 0.73915799361645 }, { "x": 2.9, "y": 0.74144872232969 }, { "x": 2.95, "y": 0.74363731160737 }, { "x": 3, "y": 0.74572901473798 }, { "x": 3.05, "y": 0.74772878121496 }, { "x": 3.1, "y": 0.74964127595425 }, { "x": 3.15, "y": 0.75147089722795 }, { "x": 3.2, "y": 0.75322179339954 }, { "x": 3.25, "y": 0.75489787854116 }, { "x": 3.3, "y": 0.7565028470087 }, { "x": 3.35, "y": 0.75804018704581 }, { "x": 3.4, "y": 0.7595131934834 }, { "x": 3.45, "y": 0.76092497959675 }, { "x": 3.5, "y": 0.76227848817843 }, { "x": 3.55, "y": 0.76357650188118 }, { "x": 3.6, "y": 0.76482165288121 }, { "x": 3.65, "y": 0.76601643190889 }, { "x": 3.7, "y": 0.76716319669069 }, { "x": 3.75, "y": 0.76826417984282 }, { "x": 3.8, "y": 0.7693214962546 }, { "x": 3.85, "y": 0.7703371499965 }, { "x": 3.9, "y": 0.77131304078561 }, { "x": 3.94999999999999, "y": 0.77225097003881 }, { "x": 3.99999999999999, "y": 0.77315264654172 } ] }, { "id": 221, "curve_id": "E8.7", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Unanchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.29184130538625397, "sigma": 1.4256202094654569, "method": "Curve fitting", "mu_sigma_quality": 0.99521467423553878, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.292, σ=1.426, R²=0.995; Mu/sigma can be used for reconstruction (quality: 0.995); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00052191697051 }, { "x": 0.1, "y": 0.00723970739741 }, { "x": 0.15, "y": 0.02621003139525 }, { "x": 0.2, "y": 0.05564750574259 }, { "x": 0.25, "y": 0.08954353892949 }, { "x": 0.3, "y": 0.12341176784361 }, { "x": 0.35, "y": 0.15522305829511 }, { "x": 0.4, "y": 0.18448143713679 }, { "x": 0.45, "y": 0.21136210757353 }, { "x": 0.5, "y": 0.23623674006099 }, { "x": 0.55, "y": 0.25947042760739 }, { "x": 0.6, "y": 0.28135694039898 }, { "x": 0.65, "y": 0.30211245363138 }, { "x": 0.7, "y": 0.32188906835023 }, { "x": 0.75, "y": 0.34079183994843 }, { "x": 0.8, "y": 0.35889354444846 }, { "x": 0.85, "y": 0.37624584008381 }, { "x": 0.9, "y": 0.39288710782278 }, { "x": 0.95, "y": 0.40884769835406 }, { "x": 1, "y": 0.42415330990143 }, { "x": 1.05, "y": 0.43882708249741 }, { "x": 1.1, "y": 0.45289084063123 }, { "x": 1.15, "y": 0.46636578691212 }, { "x": 1.2, "y": 0.47927285189467 }, { "x": 1.25, "y": 0.49163283575795 }, { "x": 1.3, "y": 0.50346642972582 }, { "x": 1.35, "y": 0.51479417297244 }, { "x": 1.4, "y": 0.5256363795213 }, { "x": 1.45, "y": 0.53601305582874 }, { "x": 1.5, "y": 0.54594382088718 }, { "x": 1.55, "y": 0.55544783510313 }, { "x": 1.6, "y": 0.56454374076536 }, { "x": 1.65, "y": 0.57324961486027 }, { "x": 1.7, "y": 0.58158293381637 }, { "x": 1.75, "y": 0.58956054913889 }, { "x": 1.8, "y": 0.5971986726172 }, { "x": 1.85, "y": 0.60451286971391 }, { "x": 1.9, "y": 0.61151805978843 }, { "x": 1.95, "y": 0.61822852191375 }, { "x": 2, "y": 0.62465790517979 }, { "x": 2.05, "y": 0.63081924251925 }, { "x": 2.1, "y": 0.63672496723014 }, { "x": 2.15, "y": 0.64238693149803 }, { "x": 2.2, "y": 0.64781642633616 }, { "x": 2.25, "y": 0.65302420246304 }, { "x": 2.3, "y": 0.65802049172496 }, { "x": 2.35, "y": 0.66281502874545 }, { "x": 2.4, "y": 0.66741707254782 }, { "x": 2.45, "y": 0.67183542794937 }, { "x": 2.5, "y": 0.67607846657119 }, { "x": 2.55, "y": 0.68015414734347 }, { "x": 2.6, "y": 0.6840700364174 }, { "x": 2.65, "y": 0.68783332641887 }, { "x": 2.7, "y": 0.69145085500015 }, { "x": 2.75, "y": 0.69492912266161 }, { "x": 2.8, "y": 0.69827430982901 }, { "x": 2.85, "y": 0.70149229318229 }, { "x": 2.9, "y": 0.70458866124024 }, { "x": 2.95, "y": 0.70756872921163 }, { "x": 3, "y": 0.71043755312859 }, { "x": 3.05, "y": 0.71319994328171 }, { "x": 3.1, "y": 0.71586047697903 }, { "x": 3.15, "y": 0.71842351065296 }, { "x": 3.2, "y": 0.72089319134057 }, { "x": 3.25, "y": 0.72327346756326 }, { "x": 3.3, "y": 0.72556809963235 }, { "x": 3.35, "y": 0.7277806694067 }, { "x": 3.4, "y": 0.72991458952882 }, { "x": 3.45, "y": 0.73197311216458 }, { "x": 3.5, "y": 0.73395933727197 }, { "x": 3.55, "y": 0.73587622042269 }, { "x": 3.6, "y": 0.73772658020013 }, { "x": 3.65, "y": 0.73951310519616 }, { "x": 3.7, "y": 0.74123836062819 }, { "x": 3.75, "y": 0.74290479459721 }, { "x": 3.8, "y": 0.74451474400624 }, { "x": 3.85, "y": 0.74607044015812 }, { "x": 3.9, "y": 0.74757401405027 }, { "x": 3.94999999999999, "y": 0.74902750138322 }, { "x": 3.99999999999999, "y": 0.75043284729908 } ] }, { "id": 222, "curve_id": "E8.8", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Unanchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.27684195325137745, "sigma": 1.4656272955866676, "method": "Curve fitting", "mu_sigma_quality": 0.9965048649929128, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.277, σ=1.466, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00047863156769 }, { "x": 0.1, "y": 0.00808353646372 }, { "x": 0.15, "y": 0.03286317592442 }, { "x": 0.2, "y": 0.07270110487703 }, { "x": 0.25, "y": 0.11448583830511 }, { "x": 0.3, "y": 0.15078572328196 }, { "x": 0.35, "y": 0.18083651166666 }, { "x": 0.4, "y": 0.20630329437637 }, { "x": 0.45, "y": 0.22892427327554 }, { "x": 0.5, "y": 0.24988290900171 }, { "x": 0.55, "y": 0.26984755748287 }, { "x": 0.6, "y": 0.28914725876301 }, { "x": 0.65, "y": 0.30791913867356 }, { "x": 0.7, "y": 0.32620285133991 }, { "x": 0.75, "y": 0.34399420114154 }, { "x": 0.8, "y": 0.36127329085572 }, { "x": 0.85, "y": 0.37801823955618 }, { "x": 0.9, "y": 0.39421119532345 }, { "x": 0.95, "y": 0.40984042933336 }, { "x": 1, "y": 0.42490054757554 }, { "x": 1.05, "y": 0.43939187850988 }, { "x": 1.1, "y": 0.45331956816256 }, { "x": 1.15, "y": 0.46669263736381 }, { "x": 1.2, "y": 0.47952311356252 }, { "x": 1.25, "y": 0.49182527843647 }, { "x": 1.3, "y": 0.50361503827741 }, { "x": 1.35, "y": 0.51490940883559 }, { "x": 1.4, "y": 0.52572610051139 }, { "x": 1.45, "y": 0.53608318857793 }, { "x": 1.5, "y": 0.54599885399424 }, { "x": 1.55, "y": 0.55549118205604 }, { "x": 1.6, "y": 0.56457800801534 }, { "x": 1.65, "y": 0.57327680059699 }, { "x": 1.7, "y": 0.58160457593694 }, { "x": 1.75, "y": 0.58957783583304 }, { "x": 1.8, "y": 0.59721252534097 }, { "x": 1.85, "y": 0.60452400569163 }, { "x": 1.9, "y": 0.61152703927745 }, { "x": 1.95, "y": 0.61823578408426 }, { "x": 2, "y": 0.62466379545515 }, { "x": 2.05, "y": 0.63082403348659 }, { "x": 2.1, "y": 0.63672887469167 }, { "x": 2.15, "y": 0.64239012683613 }, { "x": 2.2, "y": 0.647819046072 }, { "x": 2.25, "y": 0.65302635567088 }, { "x": 2.3, "y": 0.65802226580219 }, { "x": 2.35, "y": 0.66281649391778 }, { "x": 2.4, "y": 0.66741828539779 }, { "x": 2.45, "y": 0.67183643418865 }, { "x": 2.5, "y": 0.67607930322515 }, { "x": 2.55, "y": 0.68015484447783 }, { "x": 2.6, "y": 0.68407061850666 }, { "x": 2.65, "y": 0.68783381343411 }, { "x": 2.7, "y": 0.69145126327589 }, { "x": 2.75, "y": 0.69492946558859 }, { "x": 2.8, "y": 0.69827459840923 }, { "x": 2.85, "y": 0.70149253647483 }, { "x": 2.9, "y": 0.70458886672023 }, { "x": 2.95, "y": 0.70756890306 }, { "x": 3, "y": 0.71043770046652 }, { "x": 3.05, "y": 0.71320006836073 }, { "x": 3.1, "y": 0.71586058333553 }, { "x": 3.15, "y": 0.71842360123403 }, { "x": 3.2, "y": 0.72089326860675 }, { "x": 3.25, "y": 0.72327353357261 }, { "x": 3.3, "y": 0.72556815610927 }, { "x": 3.35, "y": 0.72778071779859 }, { "x": 3.4, "y": 0.72991463105256 }, { "x": 3.45, "y": 0.73197314784502 }, { "x": 3.5, "y": 0.73395936797358 }, { "x": 3.55, "y": 0.73587624687582 }, { "x": 3.6, "y": 0.73772660302279 }, { "x": 3.65, "y": 0.7395131249121 }, { "x": 3.7, "y": 0.74123837768193 }, { "x": 3.75, "y": 0.74290480936658 }, { "x": 3.8, "y": 0.74451475681285 }, { "x": 3.85, "y": 0.74607045127612 }, { "x": 3.9, "y": 0.74757402371364 }, { "x": 3.94999999999999, "y": 0.74902750979196 }, { "x": 3.99999999999999, "y": 0.75043285462438 } ] }, { "id": 223, "curve_id": "E8.9", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Light rail DC power substation", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.28751700390796209, "sigma": 1.436120108386395, "method": "Curve fitting", "mu_sigma_quality": 0.99546574471117677, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.288, σ=1.436, R²=0.995; Mu/sigma can be used for reconstruction (quality: 0.995); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00064003618869 }, { "x": 0.1, "y": 0.00692222984759 }, { "x": 0.15, "y": 0.02532871596071 }, { "x": 0.2, "y": 0.05631967839339 }, { "x": 0.25, "y": 0.09285160454266 }, { "x": 0.3, "y": 0.12885114979606 }, { "x": 0.35, "y": 0.16171061209443 }, { "x": 0.4, "y": 0.19106743800301 }, { "x": 0.45, "y": 0.21744576978831 }, { "x": 0.5, "y": 0.24153142667867 }, { "x": 0.55, "y": 0.26390139866535 }, { "x": 0.6, "y": 0.28496854030609 }, { "x": 0.65, "y": 0.30500384412818 }, { "x": 0.7, "y": 0.32417584095231 }, { "x": 0.75, "y": 0.34258576431764 }, { "x": 0.8, "y": 0.36029347908764 }, { "x": 0.85, "y": 0.37733489344381 }, { "x": 0.9, "y": 0.39373297614385 }, { "x": 0.95, "y": 0.40950440298151 }, { "x": 1, "y": 0.42466337589265 }, { "x": 1.05, "y": 0.43922368311238 }, { "x": 1.1, "y": 0.45319970141084 }, { "x": 1.15, "y": 0.46660678468853 }, { "x": 1.2, "y": 0.47946131317356 }, { "x": 1.25, "y": 0.49178056849205 }, { "x": 1.3, "y": 0.50358253161873 }, { "x": 1.35, "y": 0.51488565871855 }, { "x": 1.4, "y": 0.52570866449137 }, { "x": 1.45, "y": 0.53607032756309 }, { "x": 1.5, "y": 0.54598932374577 }, { "x": 1.55, "y": 0.55548408812307 }, { "x": 1.6, "y": 0.56457270435823 }, { "x": 1.65, "y": 0.57327281842076 }, { "x": 1.7, "y": 0.58160157350319 }, { "x": 1.75, "y": 0.58957556290328 }, { "x": 1.8, "y": 0.59721079787039 }, { "x": 1.85, "y": 0.60452268773607 }, { "x": 1.9, "y": 0.61152602999943 }, { "x": 1.95, "y": 0.61823500837941 }, { "x": 2, "y": 0.62466319716092 }, { "x": 2.05, "y": 0.63082357044075 }, { "x": 2.1, "y": 0.63672851512153 }, { "x": 2.15, "y": 0.64238984670935 }, { "x": 2.2, "y": 0.64781882714504 }, { "x": 2.25, "y": 0.6530261840457 }, { "x": 2.3, "y": 0.65802213085475 }, { "x": 2.35, "y": 0.6628163874995 }, { "x": 2.4, "y": 0.66741820123831 }, { "x": 2.45, "y": 0.67183636744756 }, { "x": 2.5, "y": 0.67607925015423 }, { "x": 2.55, "y": 0.68015480216583 }, { "x": 2.6, "y": 0.68407058468572 }, { "x": 2.65, "y": 0.68783378633245 }, { "x": 2.7, "y": 0.69145124150544 }, { "x": 2.75, "y": 0.69492944805888 }, { "x": 2.8, "y": 0.69827458426127 }, { "x": 2.85, "y": 0.70149252503023 }, { "x": 2.9, "y": 0.70458885744186 }, { "x": 2.95, "y": 0.70756889552149 }, { "x": 3, "y": 0.71043769432861 }, { "x": 3.05, "y": 0.71320006335282 }, { "x": 3.1, "y": 0.71586057924129 }, { "x": 3.15, "y": 0.71842359788013 }, { "x": 3.2, "y": 0.72089326585398 }, { "x": 3.25, "y": 0.72327353130893 }, { "x": 3.3, "y": 0.72556815424432 }, { "x": 3.35, "y": 0.72778071625934 }, { "x": 3.4, "y": 0.72991462977987 }, { "x": 3.45, "y": 0.73197314679089 }, { "x": 3.5, "y": 0.73395936709897 }, { "x": 3.55, "y": 0.73587624614895 }, { "x": 3.6, "y": 0.73772660241771 }, { "x": 3.65, "y": 0.73951312440759 }, { "x": 3.7, "y": 0.74123837726062 }, { "x": 3.75, "y": 0.74290480901419 }, { "x": 3.8, "y": 0.74451475651767 }, { "x": 3.85, "y": 0.74607045102848 }, { "x": 3.9, "y": 0.74757402350559 }, { "x": 3.94999999999999, "y": 0.74902750961692 }, { "x": 3.99999999999999, "y": 0.7504328544769 } ] }, { "id": 224, "curve_id": "E9.1", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Anchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.058429441892193, "sigma": 1.2235486296891322, "method": "Curve fitting", "mu_sigma_quality": 0.97118946106995807, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.058, σ=1.224, R²=0.971; Mu/sigma can be used for reconstruction (quality: 0.971); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.421832037E-05 }, { "x": 0.1, "y": 0.00082186469352 }, { "x": 0.15, "y": 0.00544176277707 }, { "x": 0.2, "y": 0.01759244362677 }, { "x": 0.25, "y": 0.03898795704831 }, { "x": 0.3, "y": 0.06858634630309 }, { "x": 0.35, "y": 0.10388141538745 }, { "x": 0.4, "y": 0.14225800037464 }, { "x": 0.45, "y": 0.18164395639386 }, { "x": 0.5, "y": 0.22062989691055 }, { "x": 0.55, "y": 0.25835739348741 }, { "x": 0.6, "y": 0.29435693481938 }, { "x": 0.65, "y": 0.32840872689962 }, { "x": 0.7, "y": 0.36044312874549 }, { "x": 0.75, "y": 0.39047603823313 }, { "x": 0.8, "y": 0.41856948320722 }, { "x": 0.85, "y": 0.44480863892284 }, { "x": 0.9, "y": 0.46928889593559 }, { "x": 0.95, "y": 0.4921088061803 }, { "x": 1, "y": 0.51336634577213 }, { "x": 1.05, "y": 0.53315699206095 }, { "x": 1.1, "y": 0.55157276572752 }, { "x": 1.15, "y": 0.56870177392799 }, { "x": 1.2, "y": 0.58462800946506 }, { "x": 1.25, "y": 0.59943128124783 }, { "x": 1.3, "y": 0.61318721502931 }, { "x": 1.35, "y": 0.62596729576127 }, { "x": 1.4, "y": 0.63783893843866 }, { "x": 1.45, "y": 0.64886558119045 }, { "x": 1.5, "y": 0.65910679705198 }, { "x": 1.55, "y": 0.6686184216581 }, { "x": 1.6, "y": 0.67745269418887 }, { "x": 1.65, "y": 0.68565840882185 }, { "x": 1.7, "y": 0.69328107391459 }, { "x": 1.75, "y": 0.70036307622257 }, { "x": 1.8, "y": 0.70694384764538 }, { "x": 1.85, "y": 0.71306003225836 }, { "x": 1.9, "y": 0.71874565169438 }, { "x": 1.95, "y": 0.72403226726229 }, { "x": 2, "y": 0.72894913750313 }, { "x": 2.05, "y": 0.73352337017849 }, { "x": 2.1, "y": 0.73778006794878 }, { "x": 2.15, "y": 0.74174246722864 }, { "x": 2.2, "y": 0.74543206990258 }, { "x": 2.25, "y": 0.74886876774598 }, { "x": 2.3, "y": 0.75207095952893 }, { "x": 2.35, "y": 0.75505566088559 }, { "x": 2.4, "y": 0.7578386071132 }, { "x": 2.45, "y": 0.76043434912637 }, { "x": 2.5, "y": 0.76285634283688 }, { "x": 2.55, "y": 0.76511703225985 }, { "x": 2.6, "y": 0.76722792666619 }, { "x": 2.65, "y": 0.76919967211165 }, { "x": 2.7, "y": 0.7710421176753 }, { "x": 2.75, "y": 0.77276437673786 }, { "x": 2.8, "y": 0.77437488362311 }, { "x": 2.85, "y": 0.77588144591564 }, { "x": 2.9, "y": 0.77729129275561 }, { "x": 2.95, "y": 0.77861111939763 }, { "x": 3, "y": 0.7798471283056 }, { "x": 3.05, "y": 0.78100506704037 }, { "x": 3.1, "y": 0.78209026318144 }, { "x": 3.15, "y": 0.7831076565086 }, { "x": 3.2, "y": 0.78406182865447 }, { "x": 3.25, "y": 0.78495703042441 }, { "x": 3.3, "y": 0.78579720696633 }, { "x": 3.35, "y": 0.78658602095954 }, { "x": 3.4, "y": 0.7873268739797 }, { "x": 3.45, "y": 0.78802292618451 }, { "x": 3.5, "y": 0.78867711445419 }, { "x": 3.55, "y": 0.7892921691101 }, { "x": 3.6, "y": 0.78987062932549 }, { "x": 3.65, "y": 0.79041485733305 }, { "x": 3.7, "y": 0.79092705152588 }, { "x": 3.75, "y": 0.79140925854058 }, { "x": 3.8, "y": 0.7918633844042 }, { "x": 3.85, "y": 0.79229120481991 }, { "x": 3.9, "y": 0.79269437466058 }, { "x": 3.94999999999999, "y": 0.79307443673341 }, { "x": 3.99999999999999, "y": 0.79343282987395 } ] }, { "id": 225, "curve_id": "E9.2", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Anchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 0.0142385500851483, "sigma": 1.300692038964657, "method": "Curve fitting", "mu_sigma_quality": 0.97857393118260216, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.014, σ=1.301, R²=0.979; Mu/sigma can be used for reconstruction (quality: 0.979); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00061201248089 }, { "x": 0.1, "y": 0.00724962456553 }, { "x": 0.15, "y": 0.02548886010685 }, { "x": 0.2, "y": 0.05408838847407 }, { "x": 0.25, "y": 0.08788273303264 }, { "x": 0.3, "y": 0.12310659185748 }, { "x": 0.35, "y": 0.15805211454591 }, { "x": 0.4, "y": 0.19216738135933 }, { "x": 0.45, "y": 0.22534091241992 }, { "x": 0.5, "y": 0.25756311450011 }, { "x": 0.55, "y": 0.28881191361998 }, { "x": 0.6, "y": 0.31903453387801 }, { "x": 0.65, "y": 0.34815991255736 }, { "x": 0.7, "y": 0.37611513653149 }, { "x": 0.75, "y": 0.40283756023485 }, { "x": 0.8, "y": 0.42828147887536 }, { "x": 0.85, "y": 0.45242050391902 }, { "x": 0.9, "y": 0.47524713921098 }, { "x": 0.95, "y": 0.4967707917421 }, { "x": 1, "y": 0.51701507625898 }, { "x": 1.05, "y": 0.5360149528316 }, { "x": 1.1, "y": 0.55381400492616 }, { "x": 1.15, "y": 0.57046201238574 }, { "x": 1.2, "y": 0.58601287890078 }, { "x": 1.25, "y": 0.60052291850756 }, { "x": 1.3, "y": 0.61404947626358 }, { "x": 1.35, "y": 0.626649844678 }, { "x": 1.4, "y": 0.63838043322018 }, { "x": 1.45, "y": 0.64929614915254 }, { "x": 1.5, "y": 0.65944995148257 }, { "x": 1.55, "y": 0.6688925444837 }, { "x": 1.6, "y": 0.67767218212537 }, { "x": 1.65, "y": 0.68583455941302 }, { "x": 1.7, "y": 0.69342277084269 }, { "x": 1.75, "y": 0.70047731984052 }, { "x": 1.8, "y": 0.70703616617873 }, { "x": 1.85, "y": 0.71313480097324 }, { "x": 1.9, "y": 0.71880634103028 }, { "x": 1.95, "y": 0.72408163607851 }, { "x": 2, "y": 0.72898938386089 }, { "x": 2.05, "y": 0.73355624921969 }, { "x": 2.1, "y": 0.73780698423734 }, { "x": 2.15, "y": 0.74176454723621 }, { "x": 2.2, "y": 0.7454502190272 }, { "x": 2.25, "y": 0.748883715259 }, { "x": 2.3, "y": 0.7520832940813 }, { "x": 2.35, "y": 0.75506585861618 }, { "x": 2.4, "y": 0.75784705394791 }, { "x": 2.45, "y": 0.76044135850609 }, { "x": 2.5, "y": 0.76286216984103 }, { "x": 2.55, "y": 0.76512188488187 }, { "x": 2.6, "y": 0.76723197483395 }, { "x": 2.65, "y": 0.76920305491853 }, { "x": 2.7, "y": 0.77104494918869 }, { "x": 2.75, "y": 0.77276675067421 }, { "x": 2.8, "y": 0.77437687711823 }, { "x": 2.85, "y": 0.77588312257114 }, { "x": 2.9, "y": 0.77729270510538 }, { "x": 2.95, "y": 0.77861231090831 }, { "x": 3, "y": 0.7798481350023 }, { "x": 3.05, "y": 0.7810059188302 }, { "x": 3.1, "y": 0.78209098493296 }, { "x": 3.15, "y": 0.78310826893378 }, { "x": 3.2, "y": 0.78406234903058 }, { "x": 3.25, "y": 0.7849574731859 }, { "x": 3.3, "y": 0.78579758419085 }, { "x": 3.35, "y": 0.78658634276787 }, { "x": 3.4, "y": 0.78732714886524 }, { "x": 3.45, "y": 0.78802316128522 }, { "x": 3.5, "y": 0.7886773157774 }, { "x": 3.55, "y": 0.78929234171865 }, { "x": 3.6, "y": 0.78987077749205 }, { "x": 3.65, "y": 0.7904149846683 }, { "x": 3.7, "y": 0.79092716108511 }, { "x": 3.75, "y": 0.79140935291249 }, { "x": 3.8, "y": 0.79186346578495 }, { "x": 3.85, "y": 0.792291275075 }, { "x": 3.9, "y": 0.79269443537658 }, { "x": 3.94999999999999, "y": 0.79307448926132 }, { "x": 3.99999999999999, "y": 0.79343287536555 } ] }, { "id": 226, "curve_id": "E9.3", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": -0.27734501507225, "sigma": 1.4635795134569176, "method": "Curve fitting", "mu_sigma_quality": 0.9501782662457543, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.277, σ=1.464, R²=0.950; Mu/sigma can be used for reconstruction (quality: 0.950); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00121813211221 }, { "x": 0.1, "y": 0.01292566524802 }, { "x": 0.15, "y": 0.04280122422069 }, { "x": 0.2, "y": 0.08579003154668 }, { "x": 0.25, "y": 0.13392093336045 }, { "x": 0.3, "y": 0.18271175048641 }, { "x": 0.35, "y": 0.23028880335105 }, { "x": 0.4, "y": 0.27590532425867 }, { "x": 0.45, "y": 0.31921514173752 }, { "x": 0.5, "y": 0.36002020157817 }, { "x": 0.55, "y": 0.39820257256859 }, { "x": 0.6, "y": 0.43370943839962 }, { "x": 0.65, "y": 0.46654671608348 }, { "x": 0.7, "y": 0.49677073204542 }, { "x": 0.75, "y": 0.52447768656468 }, { "x": 0.8, "y": 0.54979263619831 }, { "x": 0.85, "y": 0.57285938851654 }, { "x": 0.9, "y": 0.59383201642594 }, { "x": 0.95, "y": 0.61286818001134 }, { "x": 1, "y": 0.63012414680392 }, { "x": 1.05, "y": 0.64575126745341 }, { "x": 1.1, "y": 0.65989362749008 }, { "x": 1.15, "y": 0.6726866101088 }, { "x": 1.2, "y": 0.68425614087286 }, { "x": 1.25, "y": 0.69471842705445 }, { "x": 1.3, "y": 0.70418004415383 }, { "x": 1.35, "y": 0.71273825668883 }, { "x": 1.4, "y": 0.72048148874765 }, { "x": 1.45, "y": 0.72748988234248 }, { "x": 1.5, "y": 0.73383589906039 }, { "x": 1.55, "y": 0.7395849337728 }, { "x": 1.6, "y": 0.74479591908776 }, { "x": 1.65, "y": 0.7495219065478 }, { "x": 1.7, "y": 0.75381061589913 }, { "x": 1.75, "y": 0.75770494757361 }, { "x": 1.8, "y": 0.76124345621194 }, { "x": 1.85, "y": 0.76446078490973 }, { "x": 1.9, "y": 0.76738806110877 }, { "x": 1.95, "y": 0.77005325585253 }, { "x": 2, "y": 0.77248150860291 }, { "x": 2.05, "y": 0.77469542006766 }, { "x": 2.1, "y": 0.77671531558321 }, { "x": 2.15, "y": 0.77855948158624 }, { "x": 2.2, "y": 0.78024437762547 }, { "x": 2.25, "y": 0.78178482623935 }, { "x": 2.3, "y": 0.78319418287396 }, { "x": 2.35, "y": 0.78448448785184 }, { "x": 2.4, "y": 0.78566660223536 }, { "x": 2.45, "y": 0.7867503292643 }, { "x": 2.5, "y": 0.78774452288962 }, { "x": 2.55, "y": 0.78865718477702 }, { "x": 2.6, "y": 0.78949555101585 }, { "x": 2.65, "y": 0.79026616964197 }, { "x": 2.7, "y": 0.79097496996673 }, { "x": 2.75, "y": 0.79162732459912 }, { "x": 2.8, "y": 0.79222810495268 }, { "x": 2.85, "y": 0.79278173094296 }, { "x": 2.9, "y": 0.79329221550442 }, { "x": 2.95, "y": 0.79376320448688 }, { "x": 3, "y": 0.79419801242967 }, { "x": 3.05, "y": 0.7945996546573 }, { "x": 3.1, "y": 0.79497087609103 }, { "x": 3.15, "y": 0.79531417712767 }, { "x": 3.2, "y": 0.79563183689781 }, { "x": 3.25, "y": 0.79592593418178 }, { "x": 3.3, "y": 0.79619836623054 }, { "x": 3.35, "y": 0.79645086571212 }, { "x": 3.4, "y": 0.79668501597969 }, { "x": 3.45, "y": 0.79690226483628 }, { "x": 3.5, "y": 0.79710393695198 }, { "x": 3.55, "y": 0.79729124507259 }, { "x": 3.6, "y": 0.7974653001439 }, { "x": 3.65, "y": 0.79762712046211 }, { "x": 3.7, "y": 0.79777763994952 }, { "x": 3.75, "y": 0.79791771564357 }, { "x": 3.8, "y": 0.79804813447853 }, { "x": 3.85, "y": 0.79816961943029 }, { "x": 3.9, "y": 0.79828283508755 }, { "x": 3.94999999999999, "y": 0.7983883927062 }, { "x": 3.99999999999999, "y": 0.79848685479748 } ] }, { "id": 227, "curve_id": "E9.4", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": -0.29287527681113, "sigma": 1.4876503659398654, "method": "Curve fitting", "mu_sigma_quality": 0.95271343400993025, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.293, σ=1.488, R²=0.953; Mu/sigma can be used for reconstruction (quality: 0.953); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00136461169334 }, { "x": 0.1, "y": 0.01570131240736 }, { "x": 0.15, "y": 0.05267279141344 }, { "x": 0.2, "y": 0.10168758762489 }, { "x": 0.25, "y": 0.15152454579351 }, { "x": 0.3, "y": 0.19879007824972 }, { "x": 0.35, "y": 0.2434890398028 }, { "x": 0.4, "y": 0.28609353193348 }, { "x": 0.45, "y": 0.32679657087188 }, { "x": 0.5, "y": 0.36554188154625 }, { "x": 0.55, "y": 0.40217553605015 }, { "x": 0.6, "y": 0.43655049875144 }, { "x": 0.65, "y": 0.46857380241466 }, { "x": 0.7, "y": 0.49821757990377 }, { "x": 0.75, "y": 0.52551257080349 }, { "x": 0.8, "y": 0.55053529311008 }, { "x": 0.85, "y": 0.57339450799505 }, { "x": 0.9, "y": 0.59421936294156 }, { "x": 0.95, "y": 0.61314993547661 }, { "x": 1, "y": 0.63033013757136 }, { "x": 1.05, "y": 0.6459026456098 }, { "x": 1.1, "y": 0.66000544928713 }, { "x": 1.15, "y": 0.67276963804617 }, { "x": 1.2, "y": 0.68431810330239 }, { "x": 1.25, "y": 0.69476490003863 }, { "x": 1.3, "y": 0.70421507051921 }, { "x": 1.35, "y": 0.71276478207864 }, { "x": 1.4, "y": 0.72050166997521 }, { "x": 1.45, "y": 0.72750530637135 }, { "x": 1.5, "y": 0.73384773921179 }, { "x": 1.55, "y": 0.73959406166879 }, { "x": 1.6, "y": 0.744802985249 }, { "x": 1.65, "y": 0.74952739869594 }, { "x": 1.7, "y": 0.75381490132932 }, { "x": 1.75, "y": 0.75770830409285 }, { "x": 1.8, "y": 0.76124609483268 }, { "x": 1.85, "y": 0.76446286657117 }, { "x": 1.9, "y": 0.76738970905229 }, { "x": 1.95, "y": 0.77005456482073 }, { "x": 2, "y": 0.77248255170662 }, { "x": 2.05, "y": 0.77469625393348 }, { "x": 2.1, "y": 0.77671598422789 }, { "x": 2.15, "y": 0.77856001934427 }, { "x": 2.2, "y": 0.78024481136994 }, { "x": 2.25, "y": 0.78178517707295 }, { "x": 2.3, "y": 0.78319446742136 }, { "x": 2.35, "y": 0.78448471925091 }, { "x": 2.4, "y": 0.78566679090011 }, { "x": 2.45, "y": 0.78675048347408 }, { "x": 2.5, "y": 0.78774464924566 }, { "x": 2.55, "y": 0.78865728855737 }, { "x": 2.6, "y": 0.78949563645215 }, { "x": 2.65, "y": 0.79026624013595 }, { "x": 2.7, "y": 0.79097502826009 }, { "x": 2.75, "y": 0.79162737290719 }, { "x": 2.8, "y": 0.79222814506989 }, { "x": 2.85, "y": 0.7927817643263 }, { "x": 2.9, "y": 0.79329224333971 }, { "x": 2.95, "y": 0.79376322774141 }, { "x": 3, "y": 0.79419803189429 }, { "x": 3.05, "y": 0.79459967097996 }, { "x": 3.1, "y": 0.79497088980377 }, { "x": 3.15, "y": 0.79531418866825 }, { "x": 3.2, "y": 0.79563184662718 }, { "x": 3.25, "y": 0.79592594239811 }, { "x": 3.3, "y": 0.79619837318065 }, { "x": 3.35, "y": 0.79645087160069 }, { "x": 3.4, "y": 0.79668502097678 }, { "x": 3.45, "y": 0.79690226908345 }, { "x": 3.5, "y": 0.79710394056727 }, { "x": 3.55, "y": 0.7972912481546 }, { "x": 3.6, "y": 0.79746530277512 }, { "x": 3.65, "y": 0.7976271227117 }, { "x": 3.7, "y": 0.79777764187551 }, { "x": 3.75, "y": 0.79791771729479 }, { "x": 3.8, "y": 0.79804813589609 }, { "x": 3.85, "y": 0.79816962064885 }, { "x": 3.9, "y": 0.79828283613641 }, { "x": 3.94999999999999, "y": 0.79838839361013 }, { "x": 3.99999999999999, "y": 0.79848685557749 } ] }, { "id": 228, "curve_id": "L1.1", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Power plant", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 3.4888677147438218, "sigma": 1.6252226858103154, "method": "Curve fitting", "mu_sigma_quality": 0.84340162116864026, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.489, σ=1.625, R²=0.843; Mu/sigma can be used for reconstruction (quality: 0.843); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 251, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 3.933E-11 }, { "x": 2, "y": 1.484483E-07 }, { "x": 3, "y": 7.73959258E-06 }, { "x": 4, "y": 8.729599544E-05 }, { "x": 5, "y": 0.00046061054865 }, { "x": 6, "y": 0.0015607907268 }, { "x": 7, "y": 0.00397866491021 }, { "x": 8, "y": 0.00834164609055 }, { "x": 9, "y": 0.01519279023151 }, { "x": 10, "y": 0.02491025361319 }, { "x": 11, "y": 0.03767521568154 }, { "x": 12, "y": 0.05347840192437 }, { "x": 13, "y": 0.072150217001 }, { "x": 14, "y": 0.09340119699425 }, { "x": 15, "y": 0.11686345772539 }, { "x": 16, "y": 0.14212770456626 }, { "x": 17, "y": 0.16877332629273 }, { "x": 18, "y": 0.19639102506114 }, { "x": 19, "y": 0.22459853030799 }, { "x": 20, "y": 0.25305045843071 }, { "x": 21, "y": 0.28144353056774 }, { "x": 22, "y": 0.30951830756922 }, { "x": 23, "y": 0.33705845021447 }, { "x": 24, "y": 0.36388832835735 }, { "x": 25, "y": 0.38986962085695 }, { "x": 26, "y": 0.41489738646336 }, { "x": 27, "y": 0.4388959508964 }, { "x": 28, "y": 0.46181484770487 }, { "x": 29, "y": 0.48362496761217 }, { "x": 30, "y": 0.50431500919924 }, { "x": 31, "y": 0.52388827898355 }, { "x": 32, "y": 0.54235985754976 }, { "x": 33, "y": 0.55975412720465 }, { "x": 34, "y": 0.5761026430612 }, { "x": 35, "y": 0.59144232142915 }, { "x": 36, "y": 0.60581391529497 }, { "x": 37, "y": 0.6192607452926 }, { "x": 38, "y": 0.63182765498949 }, { "x": 39, "y": 0.6435601608778 }, { "x": 40, "y": 0.65450376969349 }, { "x": 41, "y": 0.66470343825325 }, { "x": 42, "y": 0.67420315367495 }, { "x": 43, "y": 0.68304561448145 }, { "x": 44, "y": 0.6912719955869 }, { "x": 45, "y": 0.69892178247516 }, { "x": 46, "y": 0.70603266197468 }, { "x": 47, "y": 0.71264045890546 }, { "x": 48, "y": 0.71877910952529 }, { "x": 49, "y": 0.72448066414601 }, { "x": 50, "y": 0.72977531254211 }, { "x": 51, "y": 0.73469142685102 }, { "x": 52, "y": 0.73925561758622 }, { "x": 53, "y": 0.74349279916815 }, { "x": 54, "y": 0.74742626204175 }, { "x": 55, "y": 0.75107774900821 }, { "x": 56, "y": 0.75446753386766 }, { "x": 57, "y": 0.75761450086071 }, { "x": 58, "y": 0.76053622372211 }, { "x": 59, "y": 0.76324904342895 }, { "x": 60, "y": 0.76576814394732 }, { "x": 61, "y": 0.76810762546275 }, { "x": 62, "y": 0.77028057472774 }, { "x": 63, "y": 0.77229913227891 }, { "x": 64, "y": 0.77417455637252 }, { "x": 65, "y": 0.77591728356363 }, { "x": 66, "y": 0.77753698591418 }, { "x": 67, "y": 0.77904262486217 }, { "x": 68, "y": 0.78044250182033 }, { "x": 69, "y": 0.781744305599 }, { "x": 70, "y": 0.78295515676793 }, { "x": 71, "y": 0.7840816490851 }, { "x": 72, "y": 0.7851298881297 }, { "x": 73, "y": 0.78610552728118 }, { "x": 74, "y": 0.78701380118877 }, { "x": 75, "y": 0.78785955687506 }, { "x": 76, "y": 0.78864728261546 }, { "x": 77, "y": 0.78938113473186 }, { "x": 78, "y": 0.79006496243405 }, { "x": 79, "y": 0.79070233083743 }, { "x": 80, "y": 0.79129654227994 }, { "x": 81, "y": 0.79185065605473 }, { "x": 82, "y": 0.79236750666926 }, { "x": 83, "y": 0.79284972073529 }, { "x": 84, "y": 0.79329973258771 }, { "x": 85, "y": 0.7937197987247 }, { "x": 86, "y": 0.79411201115524 }, { "x": 87, "y": 0.79447830973483 }, { "x": 88, "y": 0.79482049356458 }, { "x": 89, "y": 0.79514023152376 }, { "x": 90, "y": 0.79543907200106 }, { "x": 91, "y": 0.79571845188516 }, { "x": 92, "y": 0.79597970487068 }, { "x": 93, "y": 0.79622406913192 }, { "x": 94, "y": 0.79645269441242 }, { "x": 95, "y": 0.79666664857523 }, { "x": 96, "y": 0.79686692365528 }, { "x": 97, "y": 0.79705444145195 }, { "x": 98, "y": 0.79723005869745 }, { "x": 99, "y": 0.79739457183343 }, { "x": 100, "y": 0.79754872142624 }, { "x": 101, "y": 0.79769319624846 }, { "x": 102, "y": 0.79782863705265 }, { "x": 103, "y": 0.7979556400608 }, { "x": 104, "y": 0.7980747601916 }, { "x": 105, "y": 0.79818651404556 }, { "x": 106, "y": 0.79829138266666 }, { "x": 107, "y": 0.79838981409772 }, { "x": 108, "y": 0.79848222574525 }, { "x": 109, "y": 0.7985690065685 }, { "x": 110, "y": 0.79865051910607 }, { "x": 111, "y": 0.79872710135253 }, { "x": 112, "y": 0.79879906849649 }, { "x": 113, "y": 0.7988667145307 }, { "x": 114, "y": 0.7989303137439 }, { "x": 115, "y": 0.79899012210334 }, { "x": 116, "y": 0.79904637853636 }, { "x": 117, "y": 0.79909930611852 }, { "x": 118, "y": 0.79914911317552 }, { "x": 119, "y": 0.79919599430514 }, { "x": 120, "y": 0.79924013132548 }, { "x": 121, "y": 0.79928169415477 }, { "x": 122, "y": 0.79932084162812 }, { "x": 123, "y": 0.79935772225562 }, { "x": 124, "y": 0.7993924749264 }, { "x": 125, "y": 0.79942522956255 }, { "x": 126, "y": 0.7994561077266 }, { "x": 127, "y": 0.79948522318601 }, { "x": 128, "y": 0.79951268243782 }, { "x": 129, "y": 0.79953858519643 }, { "x": 130, "y": 0.79956302484713 }, { "x": 131, "y": 0.79958608886794 }, { "x": 132, "y": 0.79960785922204 }, { "x": 133, "y": 0.79962841272296 }, { "x": 134, "y": 0.79964782137441 }, { "x": 135, "y": 0.79966615268671 }, { "x": 136, "y": 0.79968346997141 }, { "x": 137, "y": 0.79969983261567 }, { "x": 138, "y": 0.7997152963379 }, { "x": 139, "y": 0.79972991342596 }, { "x": 140, "y": 0.79974373295917 }, { "x": 141, "y": 0.79975680101525 }, { "x": 142, "y": 0.7997691608633 }, { "x": 143, "y": 0.79978085314379 }, { "x": 144, "y": 0.79979191603644 }, { "x": 145, "y": 0.79980238541692 }, { "x": 146, "y": 0.79981229500303 }, { "x": 147, "y": 0.79982167649118 }, { "x": 148, "y": 0.79983055968388 }, { "x": 149, "y": 0.7998389726087 }, { "x": 150, "y": 0.79984694162949 }, { "x": 151, "y": 0.79985449155026 }, { "x": 152, "y": 0.79986164571223 }, { "x": 153, "y": 0.79986842608461 }, { "x": 154, "y": 0.7998748533494 }, { "x": 155, "y": 0.7998809469808 }, { "x": 156, "y": 0.79988672531934 }, { "x": 157, "y": 0.79989220564136 }, { "x": 158, "y": 0.79989740422397 }, { "x": 159, "y": 0.79990233640588 }, { "x": 160, "y": 0.79990701664427 }, { "x": 161, "y": 0.79991145856818 }, { "x": 162, "y": 0.79991567502834 }, { "x": 163, "y": 0.79991967814402 }, { "x": 164, "y": 0.7999234793468 }, { "x": 165, "y": 0.79992708942165 }, { "x": 166, "y": 0.79993051854541 }, { "x": 167, "y": 0.79993377632292 }, { "x": 168, "y": 0.79993687182078 }, { "x": 169, "y": 0.79993981359916 }, { "x": 170, "y": 0.79994260974157 }, { "x": 171, "y": 0.79994526788273 }, { "x": 172, "y": 0.7999477952349 }, { "x": 173, "y": 0.79995019861238 }, { "x": 174, "y": 0.79995248445469 }, { "x": 175, "y": 0.79995465884825 }, { "x": 176, "y": 0.79995672754675 }, { "x": 177, "y": 0.7999586959903 }, { "x": 178, "y": 0.79996056932344 }, { "x": 179, "y": 0.799962352412 }, { "x": 180, "y": 0.79996404985903 }, { "x": 181, "y": 0.79996566601975 }, { "x": 182, "y": 0.79996720501553 }, { "x": 183, "y": 0.7999686707472 }, { "x": 184, "y": 0.79997006690739 }, { "x": 185, "y": 0.79997139699227 }, { "x": 186, "y": 0.79997266431256 }, { "x": 187, "y": 0.79997387200386 }, { "x": 188, "y": 0.7999750230364 }, { "x": 189, "y": 0.79997612022424 }, { "x": 190, "y": 0.79997716623392 }, { "x": 191, "y": 0.79997816359256 }, { "x": 192, "y": 0.79997911469558 }, { "x": 193, "y": 0.7999800218139 }, { "x": 194, "y": 0.79998088710074 }, { "x": 195, "y": 0.79998171259808 }, { "x": 196, "y": 0.79998250024268 }, { "x": 197, "y": 0.7999832518718 }, { "x": 198, "y": 0.79998396922855 }, { "x": 199, "y": 0.79998465396703 }, { "x": 200, "y": 0.79998530765706 }, { "x": 201, "y": 0.79998593178872 }, { "x": 202, "y": 0.79998652777661 }, { "x": 203, "y": 0.79998709696389 }, { "x": 204, "y": 0.79998764062606 }, { "x": 205, "y": 0.79998815997455 }, { "x": 206, "y": 0.79998865616011 }, { "x": 207, "y": 0.79998913027602 }, { "x": 208, "y": 0.79998958336108 }, { "x": 209, "y": 0.79999001640251 }, { "x": 210, "y": 0.79999043033861 }, { "x": 211, "y": 0.79999082606135 }, { "x": 212, "y": 0.79999120441872 }, { "x": 213, "y": 0.79999156621707 }, { "x": 214, "y": 0.79999191222324 }, { "x": 215, "y": 0.79999224316657 }, { "x": 216, "y": 0.7999925597409 }, { "x": 217, "y": 0.7999928626063 }, { "x": 218, "y": 0.79999315239087 }, { "x": 219, "y": 0.79999342969234 }, { "x": 220, "y": 0.79999369507962 }, { "x": 221, "y": 0.79999394909427 }, { "x": 222, "y": 0.79999419225187 }, { "x": 223, "y": 0.79999442504333 }, { "x": 224, "y": 0.79999464793614 }, { "x": 225, "y": 0.79999486137558 }, { "x": 226, "y": 0.79999506578575 }, { "x": 227, "y": 0.79999526157071 }, { "x": 228, "y": 0.79999544911544 }, { "x": 229, "y": 0.79999562878676 }, { "x": 230, "y": 0.79999580093431 }, { "x": 231, "y": 0.79999596589133 }, { "x": 232, "y": 0.79999612397547 }, { "x": 233, "y": 0.7999962754896 }, { "x": 234, "y": 0.79999642072252 }, { "x": 235, "y": 0.79999655994961 }, { "x": 236, "y": 0.79999669343353 }, { "x": 237, "y": 0.79999682142483 }, { "x": 238, "y": 0.79999694416251 }, { "x": 239, "y": 0.79999706187463 }, { "x": 240, "y": 0.79999717477877 }, { "x": 241, "y": 0.79999728308261 }, { "x": 242, "y": 0.79999738698435 }, { "x": 243, "y": 0.79999748667319 }, { "x": 244, "y": 0.79999758232974 }, { "x": 245, "y": 0.79999767412646 }, { "x": 246, "y": 0.79999776222803 }, { "x": 247, "y": 0.79999784679172 }, { "x": 248, "y": 0.79999792796772 }, { "x": 249, "y": 0.79999800589952 }, { "x": 250, "y": 0.7999980807242 } ] }, { "id": 229, "curve_id": "L12.1", "sector": "Telecommunications", "ci_type": "Others", "ci_desc": "Central offices and broadcasting stations", "ci_detail": "N/A", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 3.49755619525305, "sigma": 1.0528445240365421, "method": "Curve fitting", "mu_sigma_quality": 0.94371743132503971, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.498, σ=1.053, R²=0.944; Mu/sigma can be used for reconstruction (quality: 0.944); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 3.933E-11 }, { "x": 2, "y": 1.484483E-07 }, { "x": 3, "y": 7.73959258E-06 }, { "x": 4, "y": 8.729599544E-05 }, { "x": 5, "y": 0.00046061054865 }, { "x": 6, "y": 0.0015607907268 }, { "x": 7, "y": 0.00397866491021 }, { "x": 8, "y": 0.00834164609055 }, { "x": 9, "y": 0.01519279023151 }, { "x": 10, "y": 0.02491025361319 }, { "x": 11, "y": 0.03767521568154 }, { "x": 12, "y": 0.05347840192437 }, { "x": 13, "y": 0.072150217001 }, { "x": 14, "y": 0.09340119699425 }, { "x": 15, "y": 0.11686345772539 }, { "x": 16, "y": 0.14212770456626 }, { "x": 17, "y": 0.16877332629273 }, { "x": 18, "y": 0.19639102506114 }, { "x": 19, "y": 0.22459853030799 }, { "x": 20, "y": 0.25305045843071 }, { "x": 21, "y": 0.28144353056774 }, { "x": 22, "y": 0.30951830756922 }, { "x": 23, "y": 0.33705845021447 }, { "x": 24, "y": 0.36388832835735 }, { "x": 25, "y": 0.38986962085695 }, { "x": 26, "y": 0.41489738646336 }, { "x": 27, "y": 0.4388959508964 }, { "x": 28, "y": 0.46181484770487 }, { "x": 29, "y": 0.48362496761217 }, { "x": 30, "y": 0.50431500919924 }, { "x": 31, "y": 0.52388827898355 }, { "x": 32, "y": 0.54235985754976 }, { "x": 33, "y": 0.55975412720465 }, { "x": 34, "y": 0.5761026430612 }, { "x": 35, "y": 0.59144232142915 }, { "x": 36, "y": 0.60581391529497 }, { "x": 37, "y": 0.6192607452926 }, { "x": 38, "y": 0.63182765498949 }, { "x": 39, "y": 0.6435601608778 }, { "x": 40, "y": 0.65450376969349 }, { "x": 41, "y": 0.66470343825325 }, { "x": 42, "y": 0.67420315367495 }, { "x": 43, "y": 0.68304561448145 }, { "x": 44, "y": 0.6912719955869 }, { "x": 45, "y": 0.69892178247516 }, { "x": 46, "y": 0.70603266197468 }, { "x": 47, "y": 0.71264045890546 }, { "x": 48, "y": 0.71877910952529 }, { "x": 49, "y": 0.72448066414601 }, { "x": 50, "y": 0.72977531254211 }, { "x": 51, "y": 0.73469142685102 }, { "x": 52, "y": 0.73925561758622 }, { "x": 53, "y": 0.74349279916815 }, { "x": 54, "y": 0.74742626204175 }, { "x": 55, "y": 0.75107774900821 }, { "x": 56, "y": 0.75446753386766 }, { "x": 57, "y": 0.75761450086071 }, { "x": 58, "y": 0.76053622372211 }, { "x": 59, "y": 0.76324904342895 }, { "x": 60, "y": 0.76576814394732 }, { "x": 61, "y": 0.76810762546275 }, { "x": 62, "y": 0.77028057472774 }, { "x": 63, "y": 0.77229913227891 }, { "x": 64, "y": 0.77417455637252 }, { "x": 65, "y": 0.77591728356363 }, { "x": 66, "y": 0.77753698591418 }, { "x": 67, "y": 0.77904262486217 }, { "x": 68, "y": 0.78044250182033 }, { "x": 69, "y": 0.781744305599 }, { "x": 70, "y": 0.78295515676793 }, { "x": 71, "y": 0.7840816490851 }, { "x": 72, "y": 0.7851298881297 }, { "x": 73, "y": 0.78610552728118 }, { "x": 74, "y": 0.78701380118877 }, { "x": 75, "y": 0.78785955687506 }, { "x": 76, "y": 0.78864728261546 }, { "x": 77, "y": 0.78938113473186 }, { "x": 78, "y": 0.79006496243405 }, { "x": 79, "y": 0.79070233083743 }, { "x": 80, "y": 0.79129654227994 }, { "x": 81, "y": 0.79185065605473 }, { "x": 82, "y": 0.79236750666926 }, { "x": 83, "y": 0.79284972073529 }, { "x": 84, "y": 0.79329973258771 }, { "x": 85, "y": 0.7937197987247 }, { "x": 86, "y": 0.79411201115524 }, { "x": 87, "y": 0.79447830973483 }, { "x": 88, "y": 0.79482049356458 }, { "x": 89, "y": 0.79514023152376 }, { "x": 90, "y": 0.79543907200106 }, { "x": 91, "y": 0.79571845188516 }, { "x": 92, "y": 0.79597970487068 }, { "x": 93, "y": 0.79622406913192 }, { "x": 94, "y": 0.79645269441242 }, { "x": 95, "y": 0.79666664857523 }, { "x": 96, "y": 0.79686692365528 }, { "x": 97, "y": 0.79705444145195 }, { "x": 98, "y": 0.79723005869745 }, { "x": 99, "y": 0.79739457183343 }, { "x": 100, "y": 0.79754872142624 }, { "x": 101, "y": 0.79769319624846 }, { "x": 102, "y": 0.79782863705265 }, { "x": 103, "y": 0.7979556400608 }, { "x": 104, "y": 0.7980747601916 }, { "x": 105, "y": 0.79818651404556 }, { "x": 106, "y": 0.79829138266666 }, { "x": 107, "y": 0.79838981409772 }, { "x": 108, "y": 0.79848222574525 }, { "x": 109, "y": 0.7985690065685 }, { "x": 110, "y": 0.79865051910607 }, { "x": 111, "y": 0.79872710135253 }, { "x": 112, "y": 0.79879906849649 }, { "x": 113, "y": 0.7988667145307 }, { "x": 114, "y": 0.7989303137439 }, { "x": 115, "y": 0.79899012210334 }, { "x": 116, "y": 0.79904637853636 }, { "x": 117, "y": 0.79909930611852 }, { "x": 118, "y": 0.79914911317552 }, { "x": 119, "y": 0.79919599430514 }, { "x": 120, "y": 0.79924013132548 }, { "x": 121, "y": 0.79928169415477 }, { "x": 122, "y": 0.79932084162812 }, { "x": 123, "y": 0.79935772225562 }, { "x": 124, "y": 0.7993924749264 }, { "x": 125, "y": 0.79942522956255 } ] }, { "id": 230, "curve_id": "L13.1", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Above ground tanks", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 3.4888677147438218, "sigma": 1.6252226858103154, "method": "Curve fitting", "mu_sigma_quality": 0.84340162116864026, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.489, σ=1.625, R²=0.843; Mu/sigma can be used for reconstruction (quality: 0.843); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 251, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 3.933E-11 }, { "x": 2, "y": 1.484483E-07 }, { "x": 3, "y": 7.73959258E-06 }, { "x": 4, "y": 8.729599544E-05 }, { "x": 5, "y": 0.00046061054865 }, { "x": 6, "y": 0.0015607907268 }, { "x": 7, "y": 0.00397866491021 }, { "x": 8, "y": 0.00834164609055 }, { "x": 9, "y": 0.01519279023151 }, { "x": 10, "y": 0.02491025361319 }, { "x": 11, "y": 0.03767521568154 }, { "x": 12, "y": 0.05347840192437 }, { "x": 13, "y": 0.072150217001 }, { "x": 14, "y": 0.09340119699425 }, { "x": 15, "y": 0.11686345772539 }, { "x": 16, "y": 0.14212770456626 }, { "x": 17, "y": 0.16877332629273 }, { "x": 18, "y": 0.19639102506114 }, { "x": 19, "y": 0.22459853030799 }, { "x": 20, "y": 0.25305045843071 }, { "x": 21, "y": 0.28144353056774 }, { "x": 22, "y": 0.30951830756922 }, { "x": 23, "y": 0.33705845021447 }, { "x": 24, "y": 0.36388832835735 }, { "x": 25, "y": 0.38986962085695 }, { "x": 26, "y": 0.41489738646336 }, { "x": 27, "y": 0.4388959508964 }, { "x": 28, "y": 0.46181484770487 }, { "x": 29, "y": 0.48362496761217 }, { "x": 30, "y": 0.50431500919924 }, { "x": 31, "y": 0.52388827898355 }, { "x": 32, "y": 0.54235985754976 }, { "x": 33, "y": 0.55975412720465 }, { "x": 34, "y": 0.5761026430612 }, { "x": 35, "y": 0.59144232142915 }, { "x": 36, "y": 0.60581391529497 }, { "x": 37, "y": 0.6192607452926 }, { "x": 38, "y": 0.63182765498949 }, { "x": 39, "y": 0.6435601608778 }, { "x": 40, "y": 0.65450376969349 }, { "x": 41, "y": 0.66470343825325 }, { "x": 42, "y": 0.67420315367495 }, { "x": 43, "y": 0.68304561448145 }, { "x": 44, "y": 0.6912719955869 }, { "x": 45, "y": 0.69892178247516 }, { "x": 46, "y": 0.70603266197468 }, { "x": 47, "y": 0.71264045890546 }, { "x": 48, "y": 0.71877910952529 }, { "x": 49, "y": 0.72448066414601 }, { "x": 50, "y": 0.72977531254211 }, { "x": 51, "y": 0.73469142685102 }, { "x": 52, "y": 0.73925561758622 }, { "x": 53, "y": 0.74349279916815 }, { "x": 54, "y": 0.74742626204175 }, { "x": 55, "y": 0.75107774900821 }, { "x": 56, "y": 0.75446753386766 }, { "x": 57, "y": 0.75761450086071 }, { "x": 58, "y": 0.76053622372211 }, { "x": 59, "y": 0.76324904342895 }, { "x": 60, "y": 0.76576814394732 }, { "x": 61, "y": 0.76810762546275 }, { "x": 62, "y": 0.77028057472774 }, { "x": 63, "y": 0.77229913227891 }, { "x": 64, "y": 0.77417455637252 }, { "x": 65, "y": 0.77591728356363 }, { "x": 66, "y": 0.77753698591418 }, { "x": 67, "y": 0.77904262486217 }, { "x": 68, "y": 0.78044250182033 }, { "x": 69, "y": 0.781744305599 }, { "x": 70, "y": 0.78295515676793 }, { "x": 71, "y": 0.7840816490851 }, { "x": 72, "y": 0.7851298881297 }, { "x": 73, "y": 0.78610552728118 }, { "x": 74, "y": 0.78701380118877 }, { "x": 75, "y": 0.78785955687506 }, { "x": 76, "y": 0.78864728261546 }, { "x": 77, "y": 0.78938113473186 }, { "x": 78, "y": 0.79006496243405 }, { "x": 79, "y": 0.79070233083743 }, { "x": 80, "y": 0.79129654227994 }, { "x": 81, "y": 0.79185065605473 }, { "x": 82, "y": 0.79236750666926 }, { "x": 83, "y": 0.79284972073529 }, { "x": 84, "y": 0.79329973258771 }, { "x": 85, "y": 0.7937197987247 }, { "x": 86, "y": 0.79411201115524 }, { "x": 87, "y": 0.79447830973483 }, { "x": 88, "y": 0.79482049356458 }, { "x": 89, "y": 0.79514023152376 }, { "x": 90, "y": 0.79543907200106 }, { "x": 91, "y": 0.79571845188516 }, { "x": 92, "y": 0.79597970487068 }, { "x": 93, "y": 0.79622406913192 }, { "x": 94, "y": 0.79645269441242 }, { "x": 95, "y": 0.79666664857523 }, { "x": 96, "y": 0.79686692365528 }, { "x": 97, "y": 0.79705444145195 }, { "x": 98, "y": 0.79723005869745 }, { "x": 99, "y": 0.79739457183343 }, { "x": 100, "y": 0.79754872142624 }, { "x": 101, "y": 0.79769319624846 }, { "x": 102, "y": 0.79782863705265 }, { "x": 103, "y": 0.7979556400608 }, { "x": 104, "y": 0.7980747601916 }, { "x": 105, "y": 0.79818651404556 }, { "x": 106, "y": 0.79829138266666 }, { "x": 107, "y": 0.79838981409772 }, { "x": 108, "y": 0.79848222574525 }, { "x": 109, "y": 0.7985690065685 }, { "x": 110, "y": 0.79865051910607 }, { "x": 111, "y": 0.79872710135253 }, { "x": 112, "y": 0.79879906849649 }, { "x": 113, "y": 0.7988667145307 }, { "x": 114, "y": 0.7989303137439 }, { "x": 115, "y": 0.79899012210334 }, { "x": 116, "y": 0.79904637853636 }, { "x": 117, "y": 0.79909930611852 }, { "x": 118, "y": 0.79914911317552 }, { "x": 119, "y": 0.79919599430514 }, { "x": 120, "y": 0.79924013132548 }, { "x": 121, "y": 0.79928169415477 }, { "x": 122, "y": 0.79932084162812 }, { "x": 123, "y": 0.79935772225562 }, { "x": 124, "y": 0.7993924749264 }, { "x": 125, "y": 0.79942522956255 }, { "x": 126, "y": 0.7994561077266 }, { "x": 127, "y": 0.79948522318601 }, { "x": 128, "y": 0.79951268243782 }, { "x": 129, "y": 0.79953858519643 }, { "x": 130, "y": 0.79956302484713 }, { "x": 131, "y": 0.79958608886794 }, { "x": 132, "y": 0.79960785922204 }, { "x": 133, "y": 0.79962841272296 }, { "x": 134, "y": 0.79964782137441 }, { "x": 135, "y": 0.79966615268671 }, { "x": 136, "y": 0.79968346997141 }, { "x": 137, "y": 0.79969983261567 }, { "x": 138, "y": 0.7997152963379 }, { "x": 139, "y": 0.79972991342596 }, { "x": 140, "y": 0.79974373295917 }, { "x": 141, "y": 0.79975680101525 }, { "x": 142, "y": 0.7997691608633 }, { "x": 143, "y": 0.79978085314379 }, { "x": 144, "y": 0.79979191603644 }, { "x": 145, "y": 0.79980238541692 }, { "x": 146, "y": 0.79981229500303 }, { "x": 147, "y": 0.79982167649118 }, { "x": 148, "y": 0.79983055968388 }, { "x": 149, "y": 0.7998389726087 }, { "x": 150, "y": 0.79984694162949 }, { "x": 151, "y": 0.79985449155026 }, { "x": 152, "y": 0.79986164571223 }, { "x": 153, "y": 0.79986842608461 }, { "x": 154, "y": 0.7998748533494 }, { "x": 155, "y": 0.7998809469808 }, { "x": 156, "y": 0.79988672531934 }, { "x": 157, "y": 0.79989220564136 }, { "x": 158, "y": 0.79989740422397 }, { "x": 159, "y": 0.79990233640588 }, { "x": 160, "y": 0.79990701664427 }, { "x": 161, "y": 0.79991145856818 }, { "x": 162, "y": 0.79991567502834 }, { "x": 163, "y": 0.79991967814402 }, { "x": 164, "y": 0.7999234793468 }, { "x": 165, "y": 0.79992708942165 }, { "x": 166, "y": 0.79993051854541 }, { "x": 167, "y": 0.79993377632292 }, { "x": 168, "y": 0.79993687182078 }, { "x": 169, "y": 0.79993981359916 }, { "x": 170, "y": 0.79994260974157 }, { "x": 171, "y": 0.79994526788273 }, { "x": 172, "y": 0.7999477952349 }, { "x": 173, "y": 0.79995019861238 }, { "x": 174, "y": 0.79995248445469 }, { "x": 175, "y": 0.79995465884825 }, { "x": 176, "y": 0.79995672754675 }, { "x": 177, "y": 0.7999586959903 }, { "x": 178, "y": 0.79996056932344 }, { "x": 179, "y": 0.799962352412 }, { "x": 180, "y": 0.79996404985903 }, { "x": 181, "y": 0.79996566601975 }, { "x": 182, "y": 0.79996720501553 }, { "x": 183, "y": 0.7999686707472 }, { "x": 184, "y": 0.79997006690739 }, { "x": 185, "y": 0.79997139699227 }, { "x": 186, "y": 0.79997266431256 }, { "x": 187, "y": 0.79997387200386 }, { "x": 188, "y": 0.7999750230364 }, { "x": 189, "y": 0.79997612022424 }, { "x": 190, "y": 0.79997716623392 }, { "x": 191, "y": 0.79997816359256 }, { "x": 192, "y": 0.79997911469558 }, { "x": 193, "y": 0.7999800218139 }, { "x": 194, "y": 0.79998088710074 }, { "x": 195, "y": 0.79998171259808 }, { "x": 196, "y": 0.79998250024268 }, { "x": 197, "y": 0.7999832518718 }, { "x": 198, "y": 0.79998396922855 }, { "x": 199, "y": 0.79998465396703 }, { "x": 200, "y": 0.79998530765706 }, { "x": 201, "y": 0.79998593178872 }, { "x": 202, "y": 0.79998652777661 }, { "x": 203, "y": 0.79998709696389 }, { "x": 204, "y": 0.79998764062606 }, { "x": 205, "y": 0.79998815997455 }, { "x": 206, "y": 0.79998865616011 }, { "x": 207, "y": 0.79998913027602 }, { "x": 208, "y": 0.79998958336108 }, { "x": 209, "y": 0.79999001640251 }, { "x": 210, "y": 0.79999043033861 }, { "x": 211, "y": 0.79999082606135 }, { "x": 212, "y": 0.79999120441872 }, { "x": 213, "y": 0.79999156621707 }, { "x": 214, "y": 0.79999191222324 }, { "x": 215, "y": 0.79999224316657 }, { "x": 216, "y": 0.7999925597409 }, { "x": 217, "y": 0.7999928626063 }, { "x": 218, "y": 0.79999315239087 }, { "x": 219, "y": 0.79999342969234 }, { "x": 220, "y": 0.79999369507962 }, { "x": 221, "y": 0.79999394909427 }, { "x": 222, "y": 0.79999419225187 }, { "x": 223, "y": 0.79999442504333 }, { "x": 224, "y": 0.79999464793614 }, { "x": 225, "y": 0.79999486137558 }, { "x": 226, "y": 0.79999506578575 }, { "x": 227, "y": 0.79999526157071 }, { "x": 228, "y": 0.79999544911544 }, { "x": 229, "y": 0.79999562878676 }, { "x": 230, "y": 0.79999580093431 }, { "x": 231, "y": 0.79999596589133 }, { "x": 232, "y": 0.79999612397547 }, { "x": 233, "y": 0.7999962754896 }, { "x": 234, "y": 0.79999642072252 }, { "x": 235, "y": 0.79999655994961 }, { "x": 236, "y": 0.79999669343353 }, { "x": 237, "y": 0.79999682142483 }, { "x": 238, "y": 0.79999694416251 }, { "x": 239, "y": 0.79999706187463 }, { "x": 240, "y": 0.79999717477877 }, { "x": 241, "y": 0.79999728308261 }, { "x": 242, "y": 0.79999738698435 }, { "x": 243, "y": 0.79999748667319 }, { "x": 244, "y": 0.79999758232974 }, { "x": 245, "y": 0.79999767412646 }, { "x": 246, "y": 0.79999776222803 }, { "x": 247, "y": 0.79999784679172 }, { "x": 248, "y": 0.79999792796772 }, { "x": 249, "y": 0.79999800589952 }, { "x": 250, "y": 0.7999980807242 } ] }, { "id": 231, "curve_id": "L13.12", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Buried concrete tank", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 3.3940431887681308, "sigma": 1.2124895476959698, "method": "Curve fitting", "mu_sigma_quality": 0.95754967253978729, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.394, σ=1.212, R²=0.958; Mu/sigma can be used for reconstruction (quality: 0.958); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Displacement", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 6.00539841594224E-06 }, { "x": 2, "y": 0.000392437 }, { "x": 3, "y": 0.002506766 }, { "x": 4, "y": 0.007676115 }, { "x": 5, "y": 0.0164961478754036 }, { "x": 6, "y": 0.02882282 }, { "x": 7, "y": 0.044111604 }, { "x": 8, "y": 0.061743015 }, { "x": 9, "y": 0.081186145 }, { "x": 10, "y": 0.102034885363555 }, { "x": 11, "y": 0.123985716787475 }, { "x": 12, "y": 0.146802185754986 }, { "x": 13, "y": 0.170285563870235 }, { "x": 14, "y": 0.194256355870567 }, { "x": 15, "y": 0.218545155694458 }, { "x": 16, "y": 0.242989753871459 }, { "x": 17, "y": 0.267435689151836 }, { "x": 18, "y": 0.291738248865027 }, { "x": 19, "y": 0.315764701553395 }, { "x": 20, "y": 0.339396127339872 }, { "x": 21, "y": 0.362528590889668 }, { "x": 22, "y": 0.385073623408623 }, { "x": 23, "y": 0.406958093897021 }, { "x": 24, "y": 0.428123596422465 }, { "x": 25, "y": 0.448525488209834 }, { "x": 26, "y": 0.468131701564597 }, { "x": 27, "y": 0.486921432427962 }, { "x": 28, "y": 0.504883786178163 }, { "x": 29, "y": 0.522016440504178 }, { "x": 30, "y": 0.538324367281905 }, { "x": 31, "y": 0.553818640814295 }, { "x": 32, "y": 0.568515348433554 }, { "x": 33, "y": 0.582434610924507 }, { "x": 34, "y": 0.595599714043963 }, { "x": 35, "y": 0.608036348114946 }, { "x": 36, "y": 0.61977195 }, { "x": 37, "y": 0.6308351388126 }, { "x": 38, "y": 0.64125524012427 }, { "x": 39, "y": 0.651061884519062 }, { "x": 40, "y": 0.660284677185547 }, { "x": 41, "y": 0.668952927008369 }, { "x": 42, "y": 0.677095428453545 }, { "x": 43, "y": 0.684740288943325 }, { "x": 44, "y": 0.69191479524057 }, { "x": 45, "y": 0.698645313037672 }, { "x": 46, "y": 0.704957214599635 }, { "x": 47, "y": 0.710874829929459 }, { "x": 48, "y": 0.716421417496973 }, { "x": 49, "y": 0.721619151095341 }, { "x": 50, "y": 0.726489119861228 }, { "x": 51, "y": 0.731051338915959 }, { "x": 52, "y": 0.735324768458275 }, { "x": 53, "y": 0.739327339467625 }, { "x": 54, "y": 0.743075984464049 }, { "x": 55, "y": 0.746586672020357 }, { "x": 56, "y": 0.749874443938382 }, { "x": 57, "y": 0.752953454187192 }, { "x": 58, "y": 0.755837008860837 }, { "x": 59, "y": 0.758537606549575 }, { "x": 60, "y": 0.761066978634625 }, { "x": 61, "y": 0.763436129114833 }, { "x": 62, "y": 0.765655373656659 }, { "x": 63, "y": 0.767734377628674 }, { "x": 64, "y": 0.769682192940127 }, { "x": 65, "y": 0.77150729355171 }, { "x": 66, "y": 0.77321761 }, { "x": 67, "y": 0.774820559845421 }, { "x": 68, "y": 0.776323083107105 }, { "x": 69, "y": 0.777731667517013 }, { "x": 70, "y": 0.77905237875941 }, { "x": 71, "y": 0.780290886622807 }, { "x": 72, "y": 0.781452490128839 }, { "x": 73, "y": 0.782542141246144 }, { "x": 74, "y": 0.78356446723663 }, { "x": 75, "y": 0.78452379168594 }, { "x": 76, "y": 0.785424154272935 }, { "x": 77, "y": 0.786269329334816 }, { "x": 78, "y": 0.787062843285373 }, { "x": 79, "y": 0.787807991 }, { "x": 80, "y": 0.788507850831884 }, { "x": 81, "y": 0.789165299493173 }, { "x": 82, "y": 0.789783024892692 }, { "x": 83, "y": 0.790363538946127 }, { "x": 84, "y": 0.790909189231885 }, { "x": 85, "y": 0.791422169934212 }, { "x": 86, "y": 0.791904532064319 }, { "x": 87, "y": 0.792358193004197 }, { "x": 88, "y": 0.792784945415582 }, { "x": 89, "y": 0.793186466 }, { "x": 90, "y": 0.793564321028421 }, { "x": 91, "y": 0.793919978 }, { "x": 92, "y": 0.794254808112884 }, { "x": 93, "y": 0.794570094436118 }, { "x": 94, "y": 0.794867037688679 }, { "x": 95, "y": 0.795146761538726 }, { "x": 96, "y": 0.795410317744714 }, { "x": 97, "y": 0.795658690916233 }, { "x": 98, "y": 0.795892802953102 }, { "x": 99, "y": 0.796113517184437 }, { "x": 100, "y": 0.79632164222804 }, { "x": 101, "y": 0.796517935589089 }, { "x": 102, "y": 0.796703107015875 }, { "x": 103, "y": 0.796877821629153 }, { "x": 104, "y": 0.797042702840547 }, { "x": 105, "y": 0.797198335074433 }, { "x": 106, "y": 0.797345266306732 }, { "x": 107, "y": 0.797484010433146 }, { "x": 108, "y": 0.797615049478495 }, { "x": 109, "y": 0.797738835658053 }, { "x": 110, "y": 0.797855793300987 }, { "x": 111, "y": 0.797966320645359 }, { "x": 112, "y": 0.798070791513449 }, { "x": 113, "y": 0.7981695568756 }, { "x": 114, "y": 0.798262946310186 }, { "x": 115, "y": 0.798351269366795 }, { "x": 116, "y": 0.798434816839223 }, { "x": 117, "y": 0.798513861954426 }, { "x": 118, "y": 0.798588661483133 }, { "x": 119, "y": 0.798659456777456 }, { "x": 120, "y": 0.798726474740432 }, { "x": 121, "y": 0.798789928732124 }, { "x": 122, "y": 0.798850019416548 }, { "x": 123, "y": 0.798906935553446 }, { "x": 124, "y": 0.798960854738597 }, { "x": 125, "y": 0.799011944096139 } ] }, { "id": 232, "curve_id": "L18.1", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Wastewater treatment plant", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 3.49755619525305, "sigma": 1.0528445240365421, "method": "Curve fitting", "mu_sigma_quality": 0.94371743132503971, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.498, σ=1.053, R²=0.944; Mu/sigma can be used for reconstruction (quality: 0.944); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 3.93315216858105E-11 }, { "x": 2, "y": 1.48448302866008E-07 }, { "x": 3, "y": 7.7395925753396E-06 }, { "x": 4, "y": 8.72959954363204E-05 }, { "x": 5, "y": 0.000460611 }, { "x": 6, "y": 0.001560791 }, { "x": 7, "y": 0.003978665 }, { "x": 8, "y": 0.008341646 }, { "x": 9, "y": 0.015192790231514 }, { "x": 10, "y": 0.0249102536131892 }, { "x": 11, "y": 0.0376752156815371 }, { "x": 12, "y": 0.0534784019243698 }, { "x": 13, "y": 0.072150217 }, { "x": 14, "y": 0.093401197 }, { "x": 15, "y": 0.116863457725388 }, { "x": 16, "y": 0.142127704566259 }, { "x": 17, "y": 0.168773326292734 }, { "x": 18, "y": 0.196391025061144 }, { "x": 19, "y": 0.224598530307986 }, { "x": 20, "y": 0.253050458 }, { "x": 21, "y": 0.281443531 }, { "x": 22, "y": 0.309518307569218 }, { "x": 23, "y": 0.337058450214465 }, { "x": 24, "y": 0.363888328357347 }, { "x": 25, "y": 0.389869620856946 }, { "x": 26, "y": 0.414897386463355 }, { "x": 27, "y": 0.4388959508964 }, { "x": 28, "y": 0.461814847704871 }, { "x": 29, "y": 0.483624967612173 }, { "x": 30, "y": 0.504315009199237 }, { "x": 31, "y": 0.52388827898355 }, { "x": 32, "y": 0.54235985754976 }, { "x": 33, "y": 0.559754127204652 }, { "x": 34, "y": 0.576102643061204 }, { "x": 35, "y": 0.591442321 }, { "x": 36, "y": 0.605813915294968 }, { "x": 37, "y": 0.619260745292604 }, { "x": 38, "y": 0.631827654989492 }, { "x": 39, "y": 0.643560160877801 }, { "x": 40, "y": 0.654503769693489 }, { "x": 41, "y": 0.664703438253246 }, { "x": 42, "y": 0.674203153674948 }, { "x": 43, "y": 0.683045614481448 }, { "x": 44, "y": 0.6912719955869 }, { "x": 45, "y": 0.698921782475162 }, { "x": 46, "y": 0.706032662 }, { "x": 47, "y": 0.712640458905462 }, { "x": 48, "y": 0.718779109525286 }, { "x": 49, "y": 0.724480664146007 }, { "x": 50, "y": 0.729775312542108 }, { "x": 51, "y": 0.734691426851022 }, { "x": 52, "y": 0.739255617586218 }, { "x": 53, "y": 0.743492799168152 }, { "x": 54, "y": 0.747426262 }, { "x": 55, "y": 0.751077749008213 }, { "x": 56, "y": 0.754467533867663 }, { "x": 57, "y": 0.757614500860709 }, { "x": 58, "y": 0.760536223722107 }, { "x": 59, "y": 0.76324904342895 }, { "x": 60, "y": 0.765768143947315 }, { "x": 61, "y": 0.768107625 }, { "x": 62, "y": 0.770280575 }, { "x": 63, "y": 0.772299132278906 }, { "x": 64, "y": 0.774174556 }, { "x": 65, "y": 0.775917283563633 }, { "x": 66, "y": 0.777536986 }, { "x": 67, "y": 0.779042624862165 }, { "x": 68, "y": 0.780442501820327 }, { "x": 69, "y": 0.781744305599 }, { "x": 70, "y": 0.782955156767929 }, { "x": 71, "y": 0.784081649085104 }, { "x": 72, "y": 0.785129888129697 }, { "x": 73, "y": 0.78610552728118 }, { "x": 74, "y": 0.787013801188774 }, { "x": 75, "y": 0.787859557 }, { "x": 76, "y": 0.788647282615458 }, { "x": 77, "y": 0.789381134731863 }, { "x": 78, "y": 0.790064962434045 }, { "x": 79, "y": 0.790702330837429 }, { "x": 80, "y": 0.791296542279944 }, { "x": 81, "y": 0.791850656054729 }, { "x": 82, "y": 0.792367506669264 }, { "x": 83, "y": 0.792849720735286 }, { "x": 84, "y": 0.793299732587707 }, { "x": 85, "y": 0.793719798724695 }, { "x": 86, "y": 0.794112011 }, { "x": 87, "y": 0.794478309734831 }, { "x": 88, "y": 0.79482049356458 }, { "x": 89, "y": 0.795140231523756 }, { "x": 90, "y": 0.795439072001061 }, { "x": 91, "y": 0.795718451885155 }, { "x": 92, "y": 0.795979704870679 }, { "x": 93, "y": 0.79622406913192 }, { "x": 94, "y": 0.796452694412416 }, { "x": 95, "y": 0.796666648575231 }, { "x": 96, "y": 0.796866923655277 }, { "x": 97, "y": 0.79705444145195 }, { "x": 98, "y": 0.797230058697446 }, { "x": 99, "y": 0.797394571833429 }, { "x": 100, "y": 0.797548721426236 }, { "x": 101, "y": 0.797693196 }, { "x": 102, "y": 0.797828637052648 }, { "x": 103, "y": 0.797955640060797 }, { "x": 104, "y": 0.798074760191598 }, { "x": 105, "y": 0.798186514 }, { "x": 106, "y": 0.798291382666663 }, { "x": 107, "y": 0.798389814 }, { "x": 108, "y": 0.798482225745247 }, { "x": 109, "y": 0.7985690065685 }, { "x": 110, "y": 0.798650519106073 }, { "x": 111, "y": 0.798727101352531 }, { "x": 112, "y": 0.79879906849649 }, { "x": 113, "y": 0.798866714530704 }, { "x": 114, "y": 0.798930313743903 }, { "x": 115, "y": 0.798990122103344 }, { "x": 116, "y": 0.799046378536357 }, { "x": 117, "y": 0.799099306118523 }, { "x": 118, "y": 0.799149113175519 }, { "x": 119, "y": 0.799195994305141 }, { "x": 120, "y": 0.799240131325475 }, { "x": 121, "y": 0.799281694154774 }, { "x": 122, "y": 0.799320841628123 }, { "x": 123, "y": 0.799357722255618 }, { "x": 124, "y": 0.799392474926397 }, { "x": 125, "y": 0.799425229562549 } ] }, { "id": 233, "curve_id": "L2.1", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Substation ", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 3.4888677147438218, "sigma": 1.6252226858103154, "method": "Curve fitting", "mu_sigma_quality": 0.84340162116864026, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.489, σ=1.625, R²=0.843; Mu/sigma can be used for reconstruction (quality: 0.843); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 251, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 3.933E-11 }, { "x": 2, "y": 1.484483E-07 }, { "x": 3, "y": 7.73959258E-06 }, { "x": 4, "y": 8.729599544E-05 }, { "x": 5, "y": 0.00046061054865 }, { "x": 6, "y": 0.0015607907268 }, { "x": 7, "y": 0.00397866491021 }, { "x": 8, "y": 0.00834164609055 }, { "x": 9, "y": 0.01519279023151 }, { "x": 10, "y": 0.02491025361319 }, { "x": 11, "y": 0.03767521568154 }, { "x": 12, "y": 0.05347840192437 }, { "x": 13, "y": 0.072150217001 }, { "x": 14, "y": 0.09340119699425 }, { "x": 15, "y": 0.11686345772539 }, { "x": 16, "y": 0.14212770456626 }, { "x": 17, "y": 0.16877332629273 }, { "x": 18, "y": 0.19639102506114 }, { "x": 19, "y": 0.22459853030799 }, { "x": 20, "y": 0.25305045843071 }, { "x": 21, "y": 0.28144353056774 }, { "x": 22, "y": 0.30951830756922 }, { "x": 23, "y": 0.33705845021447 }, { "x": 24, "y": 0.36388832835735 }, { "x": 25, "y": 0.38986962085695 }, { "x": 26, "y": 0.41489738646336 }, { "x": 27, "y": 0.4388959508964 }, { "x": 28, "y": 0.46181484770487 }, { "x": 29, "y": 0.48362496761217 }, { "x": 30, "y": 0.50431500919924 }, { "x": 31, "y": 0.52388827898355 }, { "x": 32, "y": 0.54235985754976 }, { "x": 33, "y": 0.55975412720465 }, { "x": 34, "y": 0.5761026430612 }, { "x": 35, "y": 0.59144232142915 }, { "x": 36, "y": 0.60581391529497 }, { "x": 37, "y": 0.6192607452926 }, { "x": 38, "y": 0.63182765498949 }, { "x": 39, "y": 0.6435601608778 }, { "x": 40, "y": 0.65450376969349 }, { "x": 41, "y": 0.66470343825325 }, { "x": 42, "y": 0.67420315367495 }, { "x": 43, "y": 0.68304561448145 }, { "x": 44, "y": 0.6912719955869 }, { "x": 45, "y": 0.69892178247516 }, { "x": 46, "y": 0.70603266197468 }, { "x": 47, "y": 0.71264045890546 }, { "x": 48, "y": 0.71877910952529 }, { "x": 49, "y": 0.72448066414601 }, { "x": 50, "y": 0.72977531254211 }, { "x": 51, "y": 0.73469142685102 }, { "x": 52, "y": 0.73925561758622 }, { "x": 53, "y": 0.74349279916815 }, { "x": 54, "y": 0.74742626204175 }, { "x": 55, "y": 0.75107774900821 }, { "x": 56, "y": 0.75446753386766 }, { "x": 57, "y": 0.75761450086071 }, { "x": 58, "y": 0.76053622372211 }, { "x": 59, "y": 0.76324904342895 }, { "x": 60, "y": 0.76576814394732 }, { "x": 61, "y": 0.76810762546275 }, { "x": 62, "y": 0.77028057472774 }, { "x": 63, "y": 0.77229913227891 }, { "x": 64, "y": 0.77417455637252 }, { "x": 65, "y": 0.77591728356363 }, { "x": 66, "y": 0.77753698591418 }, { "x": 67, "y": 0.77904262486217 }, { "x": 68, "y": 0.78044250182033 }, { "x": 69, "y": 0.781744305599 }, { "x": 70, "y": 0.78295515676793 }, { "x": 71, "y": 0.7840816490851 }, { "x": 72, "y": 0.7851298881297 }, { "x": 73, "y": 0.78610552728118 }, { "x": 74, "y": 0.78701380118877 }, { "x": 75, "y": 0.78785955687506 }, { "x": 76, "y": 0.78864728261546 }, { "x": 77, "y": 0.78938113473186 }, { "x": 78, "y": 0.79006496243405 }, { "x": 79, "y": 0.79070233083743 }, { "x": 80, "y": 0.79129654227994 }, { "x": 81, "y": 0.79185065605473 }, { "x": 82, "y": 0.79236750666926 }, { "x": 83, "y": 0.79284972073529 }, { "x": 84, "y": 0.79329973258771 }, { "x": 85, "y": 0.7937197987247 }, { "x": 86, "y": 0.79411201115524 }, { "x": 87, "y": 0.79447830973483 }, { "x": 88, "y": 0.79482049356458 }, { "x": 89, "y": 0.79514023152376 }, { "x": 90, "y": 0.79543907200106 }, { "x": 91, "y": 0.79571845188516 }, { "x": 92, "y": 0.79597970487068 }, { "x": 93, "y": 0.79622406913192 }, { "x": 94, "y": 0.79645269441242 }, { "x": 95, "y": 0.79666664857523 }, { "x": 96, "y": 0.79686692365528 }, { "x": 97, "y": 0.79705444145195 }, { "x": 98, "y": 0.79723005869745 }, { "x": 99, "y": 0.79739457183343 }, { "x": 100, "y": 0.79754872142624 }, { "x": 101, "y": 0.79769319624846 }, { "x": 102, "y": 0.79782863705265 }, { "x": 103, "y": 0.7979556400608 }, { "x": 104, "y": 0.7980747601916 }, { "x": 105, "y": 0.79818651404556 }, { "x": 106, "y": 0.79829138266666 }, { "x": 107, "y": 0.79838981409772 }, { "x": 108, "y": 0.79848222574525 }, { "x": 109, "y": 0.7985690065685 }, { "x": 110, "y": 0.79865051910607 }, { "x": 111, "y": 0.79872710135253 }, { "x": 112, "y": 0.79879906849649 }, { "x": 113, "y": 0.7988667145307 }, { "x": 114, "y": 0.7989303137439 }, { "x": 115, "y": 0.79899012210334 }, { "x": 116, "y": 0.79904637853636 }, { "x": 117, "y": 0.79909930611852 }, { "x": 118, "y": 0.79914911317552 }, { "x": 119, "y": 0.79919599430514 }, { "x": 120, "y": 0.79924013132548 }, { "x": 121, "y": 0.79928169415477 }, { "x": 122, "y": 0.79932084162812 }, { "x": 123, "y": 0.79935772225562 }, { "x": 124, "y": 0.7993924749264 }, { "x": 125, "y": 0.79942522956255 }, { "x": 126, "y": 0.7994561077266 }, { "x": 127, "y": 0.79948522318601 }, { "x": 128, "y": 0.79951268243782 }, { "x": 129, "y": 0.79953858519643 }, { "x": 130, "y": 0.79956302484713 }, { "x": 131, "y": 0.79958608886794 }, { "x": 132, "y": 0.79960785922204 }, { "x": 133, "y": 0.79962841272296 }, { "x": 134, "y": 0.79964782137441 }, { "x": 135, "y": 0.79966615268671 }, { "x": 136, "y": 0.79968346997141 }, { "x": 137, "y": 0.79969983261567 }, { "x": 138, "y": 0.7997152963379 }, { "x": 139, "y": 0.79972991342596 }, { "x": 140, "y": 0.79974373295917 }, { "x": 141, "y": 0.79975680101525 }, { "x": 142, "y": 0.7997691608633 }, { "x": 143, "y": 0.79978085314379 }, { "x": 144, "y": 0.79979191603644 }, { "x": 145, "y": 0.79980238541692 }, { "x": 146, "y": 0.79981229500303 }, { "x": 147, "y": 0.79982167649118 }, { "x": 148, "y": 0.79983055968388 }, { "x": 149, "y": 0.7998389726087 }, { "x": 150, "y": 0.79984694162949 }, { "x": 151, "y": 0.79985449155026 }, { "x": 152, "y": 0.79986164571223 }, { "x": 153, "y": 0.79986842608461 }, { "x": 154, "y": 0.7998748533494 }, { "x": 155, "y": 0.7998809469808 }, { "x": 156, "y": 0.79988672531934 }, { "x": 157, "y": 0.79989220564136 }, { "x": 158, "y": 0.79989740422397 }, { "x": 159, "y": 0.79990233640588 }, { "x": 160, "y": 0.79990701664427 }, { "x": 161, "y": 0.79991145856818 }, { "x": 162, "y": 0.79991567502834 }, { "x": 163, "y": 0.79991967814402 }, { "x": 164, "y": 0.7999234793468 }, { "x": 165, "y": 0.79992708942165 }, { "x": 166, "y": 0.79993051854541 }, { "x": 167, "y": 0.79993377632292 }, { "x": 168, "y": 0.79993687182078 }, { "x": 169, "y": 0.79993981359916 }, { "x": 170, "y": 0.79994260974157 }, { "x": 171, "y": 0.79994526788273 }, { "x": 172, "y": 0.7999477952349 }, { "x": 173, "y": 0.79995019861238 }, { "x": 174, "y": 0.79995248445469 }, { "x": 175, "y": 0.79995465884825 }, { "x": 176, "y": 0.79995672754675 }, { "x": 177, "y": 0.7999586959903 }, { "x": 178, "y": 0.79996056932344 }, { "x": 179, "y": 0.799962352412 }, { "x": 180, "y": 0.79996404985903 }, { "x": 181, "y": 0.79996566601975 }, { "x": 182, "y": 0.79996720501553 }, { "x": 183, "y": 0.7999686707472 }, { "x": 184, "y": 0.79997006690739 }, { "x": 185, "y": 0.79997139699227 }, { "x": 186, "y": 0.79997266431256 }, { "x": 187, "y": 0.79997387200386 }, { "x": 188, "y": 0.7999750230364 }, { "x": 189, "y": 0.79997612022424 }, { "x": 190, "y": 0.79997716623392 }, { "x": 191, "y": 0.79997816359256 }, { "x": 192, "y": 0.79997911469558 }, { "x": 193, "y": 0.7999800218139 }, { "x": 194, "y": 0.79998088710074 }, { "x": 195, "y": 0.79998171259808 }, { "x": 196, "y": 0.79998250024268 }, { "x": 197, "y": 0.7999832518718 }, { "x": 198, "y": 0.79998396922855 }, { "x": 199, "y": 0.79998465396703 }, { "x": 200, "y": 0.79998530765706 }, { "x": 201, "y": 0.79998593178872 }, { "x": 202, "y": 0.79998652777661 }, { "x": 203, "y": 0.79998709696389 }, { "x": 204, "y": 0.79998764062606 }, { "x": 205, "y": 0.79998815997455 }, { "x": 206, "y": 0.79998865616011 }, { "x": 207, "y": 0.79998913027602 }, { "x": 208, "y": 0.79998958336108 }, { "x": 209, "y": 0.79999001640251 }, { "x": 210, "y": 0.79999043033861 }, { "x": 211, "y": 0.79999082606135 }, { "x": 212, "y": 0.79999120441872 }, { "x": 213, "y": 0.79999156621707 }, { "x": 214, "y": 0.79999191222324 }, { "x": 215, "y": 0.79999224316657 }, { "x": 216, "y": 0.7999925597409 }, { "x": 217, "y": 0.7999928626063 }, { "x": 218, "y": 0.79999315239087 }, { "x": 219, "y": 0.79999342969234 }, { "x": 220, "y": 0.79999369507962 }, { "x": 221, "y": 0.79999394909427 }, { "x": 222, "y": 0.79999419225187 }, { "x": 223, "y": 0.79999442504333 }, { "x": 224, "y": 0.79999464793614 }, { "x": 225, "y": 0.79999486137558 }, { "x": 226, "y": 0.79999506578575 }, { "x": 227, "y": 0.79999526157071 }, { "x": 228, "y": 0.79999544911544 }, { "x": 229, "y": 0.79999562878676 }, { "x": 230, "y": 0.79999580093431 }, { "x": 231, "y": 0.79999596589133 }, { "x": 232, "y": 0.79999612397547 }, { "x": 233, "y": 0.7999962754896 }, { "x": 234, "y": 0.79999642072252 }, { "x": 235, "y": 0.79999655994961 }, { "x": 236, "y": 0.79999669343353 }, { "x": 237, "y": 0.79999682142483 }, { "x": 238, "y": 0.79999694416251 }, { "x": 239, "y": 0.79999706187463 }, { "x": 240, "y": 0.79999717477877 }, { "x": 241, "y": 0.79999728308261 }, { "x": 242, "y": 0.79999738698435 }, { "x": 243, "y": 0.79999748667319 }, { "x": 244, "y": 0.79999758232974 }, { "x": 245, "y": 0.79999767412646 }, { "x": 246, "y": 0.79999776222803 }, { "x": 247, "y": 0.79999784679172 }, { "x": 248, "y": 0.79999792796772 }, { "x": 249, "y": 0.79999800589952 }, { "x": 250, "y": 0.7999980807242 } ] }, { "id": 234, "curve_id": "L20.1", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Liftstation", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 3.49755619525305, "sigma": 1.0528445240365421, "method": "Curve fitting", "mu_sigma_quality": 0.94371743132503971, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.498, σ=1.053, R²=0.944; Mu/sigma can be used for reconstruction (quality: 0.944); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 3.93315216858105E-11 }, { "x": 2, "y": 1.48448302866008E-07 }, { "x": 3, "y": 7.7395925753396E-06 }, { "x": 4, "y": 8.72959954363204E-05 }, { "x": 5, "y": 0.000460611 }, { "x": 6, "y": 0.001560791 }, { "x": 7, "y": 0.003978665 }, { "x": 8, "y": 0.008341646 }, { "x": 9, "y": 0.015192790231514 }, { "x": 10, "y": 0.0249102536131892 }, { "x": 11, "y": 0.0376752156815371 }, { "x": 12, "y": 0.0534784019243698 }, { "x": 13, "y": 0.072150217 }, { "x": 14, "y": 0.093401197 }, { "x": 15, "y": 0.116863457725388 }, { "x": 16, "y": 0.142127704566259 }, { "x": 17, "y": 0.168773326292734 }, { "x": 18, "y": 0.196391025061144 }, { "x": 19, "y": 0.224598530307986 }, { "x": 20, "y": 0.253050458 }, { "x": 21, "y": 0.281443531 }, { "x": 22, "y": 0.309518307569218 }, { "x": 23, "y": 0.337058450214465 }, { "x": 24, "y": 0.363888328357347 }, { "x": 25, "y": 0.389869620856946 }, { "x": 26, "y": 0.414897386463355 }, { "x": 27, "y": 0.4388959508964 }, { "x": 28, "y": 0.461814847704871 }, { "x": 29, "y": 0.483624967612173 }, { "x": 30, "y": 0.504315009199237 }, { "x": 31, "y": 0.52388827898355 }, { "x": 32, "y": 0.54235985754976 }, { "x": 33, "y": 0.559754127204652 }, { "x": 34, "y": 0.576102643061204 }, { "x": 35, "y": 0.591442321 }, { "x": 36, "y": 0.605813915294968 }, { "x": 37, "y": 0.619260745292604 }, { "x": 38, "y": 0.631827654989492 }, { "x": 39, "y": 0.643560160877801 }, { "x": 40, "y": 0.654503769693489 }, { "x": 41, "y": 0.664703438253246 }, { "x": 42, "y": 0.674203153674948 }, { "x": 43, "y": 0.683045614481448 }, { "x": 44, "y": 0.6912719955869 }, { "x": 45, "y": 0.698921782475162 }, { "x": 46, "y": 0.706032662 }, { "x": 47, "y": 0.712640458905462 }, { "x": 48, "y": 0.718779109525286 }, { "x": 49, "y": 0.724480664146007 }, { "x": 50, "y": 0.729775312542108 }, { "x": 51, "y": 0.734691426851022 }, { "x": 52, "y": 0.739255617586218 }, { "x": 53, "y": 0.743492799168152 }, { "x": 54, "y": 0.747426262 }, { "x": 55, "y": 0.751077749008213 }, { "x": 56, "y": 0.754467533867663 }, { "x": 57, "y": 0.757614500860709 }, { "x": 58, "y": 0.760536223722107 }, { "x": 59, "y": 0.76324904342895 }, { "x": 60, "y": 0.765768143947315 }, { "x": 61, "y": 0.768107625 }, { "x": 62, "y": 0.770280575 }, { "x": 63, "y": 0.772299132278906 }, { "x": 64, "y": 0.774174556 }, { "x": 65, "y": 0.775917283563633 }, { "x": 66, "y": 0.777536986 }, { "x": 67, "y": 0.779042624862165 }, { "x": 68, "y": 0.780442501820327 }, { "x": 69, "y": 0.781744305599 }, { "x": 70, "y": 0.782955156767929 }, { "x": 71, "y": 0.784081649085104 }, { "x": 72, "y": 0.785129888129697 }, { "x": 73, "y": 0.78610552728118 }, { "x": 74, "y": 0.787013801188774 }, { "x": 75, "y": 0.787859557 }, { "x": 76, "y": 0.788647282615458 }, { "x": 77, "y": 0.789381134731863 }, { "x": 78, "y": 0.790064962434045 }, { "x": 79, "y": 0.790702330837429 }, { "x": 80, "y": 0.791296542279944 }, { "x": 81, "y": 0.791850656054729 }, { "x": 82, "y": 0.792367506669264 }, { "x": 83, "y": 0.792849720735286 }, { "x": 84, "y": 0.793299732587707 }, { "x": 85, "y": 0.793719798724695 }, { "x": 86, "y": 0.794112011 }, { "x": 87, "y": 0.794478309734831 }, { "x": 88, "y": 0.79482049356458 }, { "x": 89, "y": 0.795140231523756 }, { "x": 90, "y": 0.795439072001061 }, { "x": 91, "y": 0.795718451885155 }, { "x": 92, "y": 0.795979704870679 }, { "x": 93, "y": 0.79622406913192 }, { "x": 94, "y": 0.796452694412416 }, { "x": 95, "y": 0.796666648575231 }, { "x": 96, "y": 0.796866923655277 }, { "x": 97, "y": 0.79705444145195 }, { "x": 98, "y": 0.797230058697446 }, { "x": 99, "y": 0.797394571833429 }, { "x": 100, "y": 0.797548721426236 }, { "x": 101, "y": 0.797693196 }, { "x": 102, "y": 0.797828637052648 }, { "x": 103, "y": 0.797955640060797 }, { "x": 104, "y": 0.798074760191598 }, { "x": 105, "y": 0.798186514 }, { "x": 106, "y": 0.798291382666663 }, { "x": 107, "y": 0.798389814 }, { "x": 108, "y": 0.798482225745247 }, { "x": 109, "y": 0.7985690065685 }, { "x": 110, "y": 0.798650519106073 }, { "x": 111, "y": 0.798727101352531 }, { "x": 112, "y": 0.79879906849649 }, { "x": 113, "y": 0.798866714530704 }, { "x": 114, "y": 0.798930313743903 }, { "x": 115, "y": 0.798990122103344 }, { "x": 116, "y": 0.799046378536357 }, { "x": 117, "y": 0.799099306118523 }, { "x": 118, "y": 0.799149113175519 }, { "x": 119, "y": 0.799195994305141 }, { "x": 120, "y": 0.799240131325475 }, { "x": 121, "y": 0.799281694154774 }, { "x": 122, "y": 0.799320841628123 }, { "x": 123, "y": 0.799357722255618 }, { "x": 124, "y": 0.799392474926397 }, { "x": 125, "y": 0.799425229562549 } ] }, { "id": 235, "curve_id": "L7.1", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Major roads", "ci_detail": "Interstate and state highways, with four lanes or more, parkways", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 5.7809512960249254, "sigma": 1.3025199786182251, "method": "Curve fitting", "mu_sigma_quality": 0.99813517554423392, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=5.781, σ=1.303, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 5.56526E-09 }, { "x": 2, "y": 5.7226425E-07 }, { "x": 3, "y": 5.81597868E-06 }, { "x": 4, "y": 2.559613171E-05 }, { "x": 5, "y": 7.39462739E-05 }, { "x": 6, "y": 0.00016649875294 }, { "x": 7, "y": 0.00031849483373 }, { "x": 8, "y": 0.00054356976107 }, { "x": 9, "y": 0.000853139848 }, { "x": 10, "y": 0.00125619337292 }, { "x": 11, "y": 0.001759330987 }, { "x": 12, "y": 0.00236694798258 }, { "x": 13, "y": 0.00308148722785 }, { "x": 14, "y": 0.00390371757355 }, { "x": 15, "y": 0.00483301031514 }, { "x": 16, "y": 0.0058675981134 }, { "x": 17, "y": 0.00700480844017 }, { "x": 18, "y": 0.00824126844781 }, { "x": 19, "y": 0.00957308109602 }, { "x": 20, "y": 0.01099597405704 }, { "x": 21, "y": 0.01250542380115 }, { "x": 22, "y": 0.0140967576366 }, { "x": 23, "y": 0.01576523653974 }, { "x": 24, "y": 0.01750612149156 }, { "x": 25, "y": 0.01931472582061 }, { "x": 26, "y": 0.02118645579205 }, { "x": 27, "y": 0.02311684141114 }, { "x": 28, "y": 0.02510155914645 }, { "x": 29, "y": 0.02713644803334 }, { "x": 30, "y": 0.0292175203979 }, { "x": 31, "y": 0.03134096824604 }, { "x": 32, "y": 0.03350316619227 }, { "x": 33, "y": 0.03570067165618 }, { "x": 34, "y": 0.03793022292897 }, { "x": 35, "y": 0.04018873560629 }, { "x": 36, "y": 0.04247329779369 }, { "x": 37, "y": 0.04478116441595 }, { "x": 38, "y": 0.04710975089847 }, { "x": 39, "y": 0.04945662643659 }, { "x": 40, "y": 0.05181950702543 }, { "x": 41, "y": 0.05419624838675 }, { "x": 42, "y": 0.05658483889998 }, { "x": 43, "y": 0.05898339262038 }, { "x": 44, "y": 0.06139014244725 }, { "x": 45, "y": 0.06380343348931 }, { "x": 46, "y": 0.06622171666112 }, { "x": 47, "y": 0.06864354253396 }, { "x": 48, "y": 0.07106755545617 }, { "x": 49, "y": 0.07349248795126 }, { "x": 50, "y": 0.07591715539678 }, { "x": 51, "y": 0.07834045098294 }, { "x": 52, "y": 0.08076134094665 }, { "x": 53, "y": 0.08317886007434 }, { "x": 54, "y": 0.08559210746519 }, { "x": 55, "y": 0.0880002425451 }, { "x": 56, "y": 0.09040248132085 }, { "x": 57, "y": 0.09279809286341 }, { "x": 58, "y": 0.09518639600907 }, { "x": 59, "y": 0.09756675626716 }, { "x": 60, "y": 0.09993858292275 }, { "x": 61, "y": 0.10230132632363 }, { "x": 62, "y": 0.10465447534048 }, { "x": 63, "y": 0.10699755499001 }, { "x": 64, "y": 0.10933012421091 }, { "x": 65, "y": 0.11165177378325 }, { "x": 66, "y": 0.11396212438196 }, { "x": 67, "y": 0.11626082475601 }, { "x": 68, "y": 0.11854755002496 }, { "x": 69, "y": 0.12082200008523 }, { "x": 70, "y": 0.12308389811878 }, { "x": 71, "y": 0.12533298919754 }, { "x": 72, "y": 0.12756903897696 }, { "x": 73, "y": 0.12979183247289 }, { "x": 74, "y": 0.13200117291608 }, { "x": 75, "y": 0.13419688067914 }, { "x": 76, "y": 0.13637879227095 }, { "x": 77, "y": 0.13854675939412 }, { "x": 78, "y": 0.14070064806109 }, { "x": 79, "y": 0.14284033776503 }, { "x": 80, "y": 0.1449657207018 }, { "x": 81, "y": 0.14707670103949 }, { "x": 82, "y": 0.14917319423246 }, { "x": 83, "y": 0.1512551263768 }, { "x": 84, "y": 0.15332243360448 }, { "x": 85, "y": 0.15537506151364 }, { "x": 86, "y": 0.15741296463259 }, { "x": 87, "y": 0.15943610591536 }, { "x": 88, "y": 0.16144445626664 }, { "x": 89, "y": 0.16343799409427 }, { "x": 90, "y": 0.16541670488748 }, { "x": 91, "y": 0.16738058081912 }, { "x": 92, "y": 0.16932962037056 }, { "x": 93, "y": 0.1712638279775 }, { "x": 94, "y": 0.1731832136957 }, { "x": 95, "y": 0.1750877928851 }, { "x": 96, "y": 0.17697758591135 }, { "x": 97, "y": 0.17885261786359 }, { "x": 98, "y": 0.1807129182875 }, { "x": 99, "y": 0.18255852093269 }, { "x": 100, "y": 0.18438946351356 }, { "x": 101, "y": 0.18620578748278 }, { "x": 102, "y": 0.18800753781668 }, { "x": 103, "y": 0.18979476281187 }, { "x": 104, "y": 0.1915675138923 }, { "x": 105, "y": 0.19332584542633 }, { "x": 106, "y": 0.19506981455305 }, { "x": 107, "y": 0.19679948101751 }, { "x": 108, "y": 0.19851490701414 }, { "x": 109, "y": 0.20021615703808 }, { "x": 110, "y": 0.2019032977439 }, { "x": 111, "y": 0.20357639781126 }, { "x": 112, "y": 0.20523552781725 }, { "x": 113, "y": 0.20688076011489 }, { "x": 114, "y": 0.20851216871757 }, { "x": 115, "y": 0.21012982918914 }, { "x": 116, "y": 0.21173381853917 }, { "x": 117, "y": 0.21332421512334 }, { "x": 118, "y": 0.21490109854853 }, { "x": 119, "y": 0.21646454958241 }, { "x": 120, "y": 0.21801465006735 }, { "x": 121, "y": 0.21955148283834 }, { "x": 122, "y": 0.22107513164483 }, { "x": 123, "y": 0.22258568107617 }, { "x": 124, "y": 0.22408321649056 }, { "x": 125, "y": 0.22556782394737 } ] }, { "id": 236, "curve_id": "L7.2", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Urban roads", "ci_detail": "Intercity roads and other roads with two lanes", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 5.3031875578084, "sigma": 1.6517267414504571, "method": "Curve fitting", "mu_sigma_quality": 0.98407645271435151, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=5.303, σ=1.652, R²=0.984; Mu/sigma can be used for reconstruction (quality: 0.984); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 5.7272834E-07 }, { "x": 2, "y": 2.570284428E-05 }, { "x": 3, "y": 0.00016813453361 }, { "x": 4, "y": 0.0005528415569 }, { "x": 5, "y": 0.00128792224797 }, { "x": 6, "y": 0.00244739306396 }, { "x": 7, "y": 0.00407133212518 }, { "x": 8, "y": 0.00617210139926 }, { "x": 9, "y": 0.00874162696769 }, { "x": 10, "y": 0.0117578555471 }, { "x": 11, "y": 0.01518987760041 }, { "x": 12, "y": 0.01900175157404 }, { "x": 13, "y": 0.0231552427787 }, { "x": 14, "y": 0.0276117184744 }, { "x": 15, "y": 0.0323334134416 }, { "x": 16, "y": 0.03728423843683 }, { "x": 17, "y": 0.0424302634234 }, { "x": 18, "y": 0.04773997353913 }, { "x": 19, "y": 0.05318436918661 }, { "x": 20, "y": 0.05873696156506 }, { "x": 21, "y": 0.06437370014097 }, { "x": 22, "y": 0.07007285775923 }, { "x": 23, "y": 0.07581489130842 }, { "x": 24, "y": 0.08158229027436 }, { "x": 25, "y": 0.08735942154179 }, { "x": 26, "y": 0.0931323759882 }, { "x": 27, "y": 0.0988888204303 }, { "x": 28, "y": 0.10461785709571 }, { "x": 29, "y": 0.11030989183013 }, { "x": 30, "y": 0.11595651159042 }, { "x": 31, "y": 0.1215503713296 }, { "x": 32, "y": 0.12708509008669 }, { "x": 33, "y": 0.132555155909 }, { "x": 34, "y": 0.13795583912312 }, { "x": 35, "y": 0.14328311341194 }, { "x": 36, "y": 0.14853358413105 }, { "x": 37, "y": 0.15370442329793 }, { "x": 38, "y": 0.15879331070283 }, { "x": 39, "y": 0.16379838061529 }, { "x": 40, "y": 0.16871817359136 }, { "x": 41, "y": 0.17355159292006 }, { "x": 42, "y": 0.17829786528242 }, { "x": 43, "y": 0.18295650523061 }, { "x": 44, "y": 0.18752728312802 }, { "x": 45, "y": 0.19201019622232 }, { "x": 46, "y": 0.19640544255329 }, { "x": 47, "y": 0.2007133974244 }, { "x": 48, "y": 0.20493459219258 }, { "x": 49, "y": 0.2090696951535 }, { "x": 50, "y": 0.2131194943212 }, { "x": 51, "y": 0.21708488191986 }, { "x": 52, "y": 0.22096684042327 }, { "x": 53, "y": 0.22476642999313 }, { "x": 54, "y": 0.22848477718201 }, { "x": 55, "y": 0.23212306477947 }, { "x": 56, "y": 0.23568252269177 }, { "x": 57, "y": 0.23916441975611 }, { "x": 58, "y": 0.24257005639981 }, { "x": 59, "y": 0.24590075806369 }, { "x": 60, "y": 0.24915786931641 }, { "x": 61, "y": 0.2523427485937 }, { "x": 62, "y": 0.25545676350275 }, { "x": 63, "y": 0.2585012866376 }, { "x": 64, "y": 0.26147769185665 }, { "x": 65, "y": 0.26438735097802 }, { "x": 66, "y": 0.2672316308527 }, { "x": 67, "y": 0.27001189077903 }, { "x": 68, "y": 0.27272948022587 }, { "x": 69, "y": 0.27538573683455 }, { "x": 70, "y": 0.27798198467255 }, { "x": 71, "y": 0.28051953271461 }, { "x": 72, "y": 0.28299967352894 }, { "x": 73, "y": 0.28542368214859 }, { "x": 74, "y": 0.28779281510957 }, { "x": 75, "y": 0.29010830963929 }, { "x": 76, "y": 0.29237138298039 }, { "x": 77, "y": 0.29458323183618 }, { "x": 78, "y": 0.29674503192546 }, { "x": 79, "y": 0.2988579376356 }, { "x": 80, "y": 0.30092308176349 }, { "x": 81, "y": 0.3029415753354 }, { "x": 82, "y": 0.30491450749727 }, { "x": 83, "y": 0.30684294546778 }, { "x": 84, "y": 0.30872793454749 }, { "x": 85, "y": 0.31057049817768 }, { "x": 86, "y": 0.31237163804331 }, { "x": 87, "y": 0.31413233421494 }, { "x": 88, "y": 0.31585354532497 }, { "x": 89, "y": 0.31753620877401 }, { "x": 90, "y": 0.31918124096362 }, { "x": 91, "y": 0.32078953755178 }, { "x": 92, "y": 0.3223619737283 }, { "x": 93, "y": 0.32389940450702 }, { "x": 94, "y": 0.32540266503248 }, { "x": 95, "y": 0.32687257089866 }, { "x": 96, "y": 0.32830991847777 }, { "x": 97, "y": 0.32971548525712 }, { "x": 98, "y": 0.3310900301826 }, { "x": 99, "y": 0.332434294007 }, { "x": 100, "y": 0.33374899964201 }, { "x": 101, "y": 0.33503485251263 }, { "x": 102, "y": 0.33629254091279 }, { "x": 103, "y": 0.33752273636145 }, { "x": 104, "y": 0.33872609395806 }, { "x": 105, "y": 0.33990325273676 }, { "x": 106, "y": 0.34105483601861 }, { "x": 107, "y": 0.34218145176119 }, { "x": 108, "y": 0.34328369290516 }, { "x": 109, "y": 0.34436213771716 }, { "x": 110, "y": 0.34541735012874 }, { "x": 111, "y": 0.34644988007099 }, { "x": 112, "y": 0.34746026380445 }, { "x": 113, "y": 0.34844902424419 }, { "x": 114, "y": 0.34941667127965 }, { "x": 115, "y": 0.35036370208929 }, { "x": 116, "y": 0.35129060144969 }, { "x": 117, "y": 0.35219784203904 }, { "x": 118, "y": 0.35308588473507 }, { "x": 119, "y": 0.35395517890702 }, { "x": 120, "y": 0.354806162702 }, { "x": 121, "y": 0.35563926332534 }, { "x": 122, "y": 0.3564548973152 }, { "x": 123, "y": 0.35725347081125 }, { "x": 124, "y": 0.35803537981751 }, { "x": 125, "y": 0.35880101045941 } ] }, { "id": 237, "curve_id": "L7.32", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Major roads", "ci_detail": "Paved", "source_type": "Peer-reviewed", "source_abbrev": "Galli and Guzetti (2007)", "source_detail": "Galli, M. and Guzzetti, F.: Landslide vulnerability criteria: A case study from Umbria, central Italy, Environmental Management, 40, 649–664, https://doi.org/10.1007/s00267-006-0325-4, 2007.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "formula_available", "mu": 8.878838078889796, "sigma": 2.7061042963988515, "method": "Curve fitting", "mu_sigma_quality": 0.9912976997312033, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=8.879, σ=2.706, R²=0.991; Mu/sigma can be used for reconstruction (quality: 0.991); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Landslide area", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Empirical", "geography": "Umbria, Italy", "hazard_type": "Landslide", "num_points": 6, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.0093 }, { "x": 10, "y": 0.032170816 }, { "x": 100, "y": 0.079872207 }, { "x": 1000, "y": 0.210916537177383 }, { "x": 10000, "y": 0.558043183 } ] }, { "id": 238, "curve_id": "L7.33", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Secondary roads", "ci_detail": "Mostly unpaved", "source_type": "Peer-reviewed", "source_abbrev": "Galli and Guzetti (2007)", "source_detail": "Galli, M. and Guzzetti, F.: Landslide vulnerability criteria: A case study from Umbria, central Italy, Environmental Management, 40, 649–664, https://doi.org/10.1007/s00267-006-0325-4, 2007.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "formula_available", "mu": 8.93219389701308, "sigma": 2.2824071609160392, "method": "Curve fitting", "mu_sigma_quality": 0.99223946163197074, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=8.932, σ=2.282, R²=0.992; Mu/sigma can be used for reconstruction (quality: 0.992); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Landslide area", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Empirical", "geography": "Umbria, Italy", "hazard_type": "Landslide", "num_points": 6, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.0092 }, { "x": 10, "y": 0.0186828769398699 }, { "x": 100, "y": 0.0598309904669248 }, { "x": 1000, "y": 0.171264466043748 }, { "x": 10000, "y": 0.554160718570923 } ] }, { "id": 239, "curve_id": "L8.1", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Interstate and state railways", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 4.6101330573789818, "sigma": 1.0083823687766946, "method": "Curve fitting", "mu_sigma_quality": 0.99982908640935864, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.610, σ=1.008, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 7.948885E-08 }, { "x": 2, "y": 7.60930771E-06 }, { "x": 3, "y": 7.157194127E-05 }, { "x": 4, "y": 0.00029140555563 }, { "x": 5, "y": 0.00078051943487 }, { "x": 6, "y": 0.00163488236704 }, { "x": 7, "y": 0.00292060470399 }, { "x": 8, "y": 0.00467378199149 }, { "x": 9, "y": 0.00690555101363 }, { "x": 10, "y": 0.00960838851532 }, { "x": 11, "y": 0.01276190245709 }, { "x": 12, "y": 0.01633753592452 }, { "x": 13, "y": 0.02030213216446 }, { "x": 14, "y": 0.02462051054373 }, { "x": 15, "y": 0.02925725436415 }, { "x": 16, "y": 0.03417790081676 }, { "x": 17, "y": 0.03934969203868 }, { "x": 18, "y": 0.04474201199297 }, { "x": 19, "y": 0.05032660349004 }, { "x": 20, "y": 0.05607763497621 }, { "x": 21, "y": 0.06197166758918 }, { "x": 22, "y": 0.0679875585817 }, { "x": 23, "y": 0.07410632657404 }, { "x": 24, "y": 0.08031099633445 }, { "x": 25, "y": 0.08658643518196 }, { "x": 26, "y": 0.0929191890934 }, { "x": 27, "y": 0.09929732374764 }, { "x": 28, "y": 0.10571027373523 }, { "x": 29, "y": 0.11214870176613 }, { "x": 30, "y": 0.11860436874951 }, { "x": 31, "y": 0.12507001497313 }, { "x": 32, "y": 0.13153925218456 }, { "x": 33, "y": 0.13800646610809 }, { "x": 34, "y": 0.14446672877125 }, { "x": 35, "y": 0.1509157199314 }, { "x": 36, "y": 0.15734965685992 }, { "x": 37, "y": 0.16376523174393 }, { "x": 38, "y": 0.17015955598899 }, { "x": 39, "y": 0.17653011074442 }, { "x": 40, "y": 0.18287470301779 }, { "x": 41, "y": 0.18919142679453 }, { "x": 42, "y": 0.19547862862804 }, { "x": 43, "y": 0.20173487721466 }, { "x": 44, "y": 0.20795893651465 }, { "x": 45, "y": 0.21414974202376 }, { "x": 46, "y": 0.2203063798411 }, { "x": 47, "y": 0.226428068216 }, { "x": 48, "y": 0.23251414129082 }, { "x": 49, "y": 0.2385640347873 }, { "x": 50, "y": 0.24457727341212 }, { "x": 51, "y": 0.25055345978201 }, { "x": 52, "y": 0.25649226469149 }, { "x": 53, "y": 0.26239341856613 }, { "x": 54, "y": 0.26825670396203 }, { "x": 55, "y": 0.2740819489883 }, { "x": 56, "y": 0.27986902154342 }, { "x": 57, "y": 0.28561782426866 }, { "x": 58, "y": 0.29132829013341 }, { "x": 59, "y": 0.29700037857655 }, { "x": 60, "y": 0.30263407213727 }, { "x": 61, "y": 0.30822937351625 }, { "x": 62, "y": 0.31378630301502 }, { "x": 63, "y": 0.31930489630747 }, { "x": 64, "y": 0.32478520250287 }, { "x": 65, "y": 0.33022728246448 }, { "x": 66, "y": 0.33563120735203 }, { "x": 67, "y": 0.34099705736033 }, { "x": 68, "y": 0.34632492062908 }, { "x": 69, "y": 0.35161489230248 }, { "x": 70, "y": 0.35686707371934 }, { "x": 71, "y": 0.36208157171681 }, { "x": 72, "y": 0.36725849803316 }, { "x": 73, "y": 0.3723979687963 }, { "x": 74, "y": 0.37750010408674 }, { "x": 75, "y": 0.38256502756491 }, { "x": 76, "y": 0.38759286615401 }, { "x": 77, "y": 0.39258374977065 }, { "x": 78, "y": 0.39753781109653 }, { "x": 79, "y": 0.40245518538513 }, { "x": 80, "y": 0.40733601029841 }, { "x": 81, "y": 0.41218042576886 }, { "x": 82, "y": 0.41698857388301 }, { "x": 83, "y": 0.42176059878295 }, { "x": 84, "y": 0.42649664658299 }, { "x": 85, "y": 0.43119686529874 }, { "x": 86, "y": 0.43586140478649 }, { "x": 87, "y": 0.44049041669093 }, { "x": 88, "y": 0.44508405439962 }, { "x": 89, "y": 0.4496424730027 }, { "x": 90, "y": 0.45416582925676 }, { "x": 91, "y": 0.45865428155177 }, { "x": 92, "y": 0.46310798988018 }, { "x": 93, "y": 0.46752711580762 }, { "x": 94, "y": 0.47191182244442 }, { "x": 95, "y": 0.47626227441759 }, { "x": 96, "y": 0.48057863784273 }, { "x": 97, "y": 0.4848610802957 }, { "x": 98, "y": 0.48910977078364 }, { "x": 99, "y": 0.49332487971528 }, { "x": 100, "y": 0.49750657887021 }, { "x": 101, "y": 0.50165504136726 }, { "x": 102, "y": 0.50577044163168 }, { "x": 103, "y": 0.5098529553612 }, { "x": 104, "y": 0.51390275949097 }, { "x": 105, "y": 0.51792003215732 }, { "x": 106, "y": 0.52190495266048 }, { "x": 107, "y": 0.52585770142614 }, { "x": 108, "y": 0.52977845996608 }, { "x": 109, "y": 0.53366741083781 }, { "x": 110, "y": 0.53752473760333 }, { "x": 111, "y": 0.54135062478714 }, { "x": 112, "y": 0.54514525783348 }, { "x": 113, "y": 0.54890882306296 }, { "x": 114, "y": 0.55264150762866 }, { "x": 115, "y": 0.5563434994717 }, { "x": 116, "y": 0.56001498727653 }, { "x": 117, "y": 0.56365616042585 }, { "x": 118, "y": 0.56726720895531 }, { "x": 119, "y": 0.57084832350816 }, { "x": 120, "y": 0.57439969528975 }, { "x": 121, "y": 0.57792151602206 }, { "x": 122, "y": 0.5814139778984 }, { "x": 123, "y": 0.58487727353814 }, { "x": 124, "y": 0.58831159594179 }, { "x": 125, "y": 0.59171713844623 } ] }, { "id": 240, "curve_id": "L8.12", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Zhu et al. (2023)", "source_detail": "Zhu, W., Liu, K., Wang, M., Nirandjan, S., and Koks, E. E.: Improved assessment of rainfall-induced railway infrastructure risk in China using empirical data, Natural Hazards, 115, 1525–1548, https://doi.org/10.1007/s11069-022-05605-3, 2023.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "datapoints_given", "mu": 9.48, "sigma": 3.14, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Precipitation", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+A)", "geography": "China", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 5, "y": 0.006095818 }, { "x": 10, "y": 0.011132954 }, { "x": 15, "y": 0.015515619 }, { "x": 20, "y": 0.019458973 }, { "x": 25, "y": 0.0230766506846053 }, { "x": 30, "y": 0.02643848 }, { "x": 35, "y": 0.029591474 }, { "x": 40, "y": 0.032569286 }, { "x": 45, "y": 0.035397094 }, { "x": 50, "y": 0.038094384 }, { "x": 55, "y": 0.0406766321605017 }, { "x": 60, "y": 0.0431564001777558 }, { "x": 65, "y": 0.045544061 }, { "x": 70, "y": 0.047848311 }, { "x": 75, "y": 0.0500765280455159 }, { "x": 80, "y": 0.052235045 }, { "x": 85, "y": 0.054329347 }, { "x": 90, "y": 0.056364224810654 }, { "x": 95, "y": 0.058343893 }, { "x": 100, "y": 0.060272085 }, { "x": 105, "y": 0.0621521276972027 }, { "x": 110, "y": 0.063987001 }, { "x": 115, "y": 0.065779388 }, { "x": 120, "y": 0.067531713 }, { "x": 125, "y": 0.06924618 }, { "x": 130, "y": 0.070924793 }, { "x": 135, "y": 0.07256939 }, { "x": 140, "y": 0.074181652 }, { "x": 145, "y": 0.075763129 }, { "x": 150, "y": 0.077315251 }, { "x": 155, "y": 0.078839339 }, { "x": 160, "y": 0.08033662 }, { "x": 165, "y": 0.081808233 }, { "x": 170, "y": 0.083255239 }, { "x": 175, "y": 0.08467863 }, { "x": 180, "y": 0.086079332 }, { "x": 185, "y": 0.087458212 }, { "x": 190, "y": 0.088816085 }, { "x": 195, "y": 0.090153715 }, { "x": 200, "y": 0.091471824 }, { "x": 205, "y": 0.09277109 }, { "x": 210, "y": 0.094052154 }, { "x": 215, "y": 0.095315623 }, { "x": 220, "y": 0.09656207 }, { "x": 225, "y": 0.097792037 }, { "x": 230, "y": 0.099006041 }, { "x": 235, "y": 0.100204570707654 }, { "x": 240, "y": 0.101388091855511 }, { "x": 245, "y": 0.102557047159491 }, { "x": 250, "y": 0.103711858458428 }, { "x": 255, "y": 0.104852927953559 }, { "x": 260, "y": 0.105980639466178 }, { "x": 265, "y": 0.107095359593224 }, { "x": 270, "y": 0.108197438770776 }, { "x": 275, "y": 0.109287212254329 }, { "x": 280, "y": 0.110365001023665 }, { "x": 285, "y": 0.111431112619348 }, { "x": 290, "y": 0.11248584191705 }, { "x": 295, "y": 0.11352947184529 }, { "x": 300, "y": 0.114562274051579 }, { "x": 305, "y": 0.11558450952144 }, { "x": 310, "y": 0.116596429154331 }, { "x": 315, "y": 0.117598274300092 }, { "x": 320, "y": 0.118590277259175 }, { "x": 325, "y": 0.119572661749629 }, { "x": 330, "y": 0.120545643343483 }, { "x": 335, "y": 0.12150942987497 }, { "x": 340, "y": 0.122464221822775 }, { "x": 345, "y": 0.123410212668307 }, { "x": 350, "y": 0.124347589231817 }, { "x": 355, "y": 0.125276531988005 }, { "x": 360, "y": 0.126197215362648 }, { "x": 365, "y": 0.127109808011605 }, { "x": 370, "y": 0.128014473083485 }, { "x": 375, "y": 0.128911368467125 }, { "x": 380, "y": 0.129800647024938 }, { "x": 385, "y": 0.130682456813113 }, { "x": 390, "y": 0.131556941289558 }, { "x": 395, "y": 0.132424239510415 }, { "x": 400, "y": 0.1332844863159 }, { "x": 405, "y": 0.134137812506181 }, { "x": 410, "y": 0.134984345007923 }, { "x": 415, "y": 0.135824207032119 }, { "x": 420, "y": 0.136657518223744 }, { "x": 425, "y": 0.137484394803744 }, { "x": 430, "y": 0.138304949703853 }, { "x": 435, "y": 0.139119292694651 }, { "x": 440, "y": 0.13992753050729 }, { "x": 445, "y": 0.140729766949268 }, { "x": 450, "y": 0.141526103014589 }, { "x": 455, "y": 0.142316636988652 }, { "x": 460, "y": 0.143101464548172 }, { "x": 465, "y": 0.143880678856408 }, { "x": 470, "y": 0.144654370653982 }, { "x": 475, "y": 0.145422628345518 }, { "x": 480, "y": 0.146185538082346 }, { "x": 485, "y": 0.146943183841485 }, { "x": 490, "y": 0.147695647501105 }, { "x": 495, "y": 0.148443008912659 }, { "x": 500, "y": 0.149185345969864 }, { "x": 505, "y": 0.149922734674698 }, { "x": 510, "y": 0.150655249200568 }, { "x": 515, "y": 0.151382961952797 }, { "x": 520, "y": 0.152105943626566 }, { "x": 525, "y": 0.152824263262441 }, { "x": 530, "y": 0.153537988299612 }, { "x": 535, "y": 0.15424718462695 }, { "x": 540, "y": 0.154951916631997 }, { "x": 545, "y": 0.155652247247985 }, { "x": 550, "y": 0.156348237998985 }, { "x": 555, "y": 0.157039949043274 }, { "x": 560, "y": 0.157727439215002 }, { "x": 565, "y": 0.158410766064248 }, { "x": 570, "y": 0.159089986 }, { "x": 575, "y": 0.159765153804856 }, { "x": 580, "y": 0.160436323715352 }, { "x": 585, "y": 0.161103548411586 }, { "x": 590, "y": 0.161766879572586 }, { "x": 595, "y": 0.162426367803659 }, { "x": 600, "y": 0.163082062667039 } ] }, { "id": 241, "curve_id": "L8.13", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Zhu et al. (2023)", "source_detail": "Zhu, W., Liu, K., Wang, M., Nirandjan, S., and Koks, E. E.: Improved assessment of rainfall-induced railway infrastructure risk in China using empirical data, Natural Hazards, 115, 1525–1548, https://doi.org/10.1007/s11069-022-05605-3, 2023.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "datapoints_given", "mu": 8.0599999999996879, "sigma": 2.0399999999996985, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=8.060, σ=2.040, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Precipitation", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+A)", "geography": "South China, China", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 5, "y": 0.00078334 }, { "x": 10, "y": 0.002384309 }, { "x": 15, "y": 0.004351511 }, { "x": 20, "y": 0.006523493 }, { "x": 25, "y": 0.008819742 }, { "x": 30, "y": 0.011193797 }, { "x": 35, "y": 0.0136164662384015 }, { "x": 40, "y": 0.0160683506234645 }, { "x": 45, "y": 0.0185360405867277 }, { "x": 50, "y": 0.021009998 }, { "x": 55, "y": 0.023483294102825 }, { "x": 60, "y": 0.025950816 }, { "x": 65, "y": 0.0284087511605151 }, { "x": 70, "y": 0.0308542350945139 }, { "x": 75, "y": 0.03328511 }, { "x": 80, "y": 0.035699752 }, { "x": 85, "y": 0.038096944 }, { "x": 90, "y": 0.0404757842538587 }, { "x": 95, "y": 0.042835617 }, { "x": 100, "y": 0.045175981 }, { "x": 105, "y": 0.047496565 }, { "x": 110, "y": 0.0497971802087626 }, { "x": 115, "y": 0.0520777349391563 }, { "x": 120, "y": 0.054338214 }, { "x": 125, "y": 0.056578664 }, { "x": 130, "y": 0.058799182 }, { "x": 135, "y": 0.060999902 }, { "x": 140, "y": 0.063180993 }, { "x": 145, "y": 0.065342645 }, { "x": 150, "y": 0.06748507 }, { "x": 155, "y": 0.069608494 }, { "x": 160, "y": 0.071713157 }, { "x": 165, "y": 0.073799304 }, { "x": 170, "y": 0.07586719 }, { "x": 175, "y": 0.07791707 }, { "x": 180, "y": 0.079949206 }, { "x": 185, "y": 0.081963858 }, { "x": 190, "y": 0.083961288 }, { "x": 195, "y": 0.085941756 }, { "x": 200, "y": 0.087905523 }, { "x": 205, "y": 0.089852843 }, { "x": 210, "y": 0.091783973 }, { "x": 215, "y": 0.093699162 }, { "x": 220, "y": 0.09559866 }, { "x": 225, "y": 0.09748271 }, { "x": 230, "y": 0.099351553 }, { "x": 235, "y": 0.101205424862096 }, { "x": 240, "y": 0.103044558623451 }, { "x": 245, "y": 0.104869182339385 }, { "x": 250, "y": 0.10667952006392 }, { "x": 255, "y": 0.108475791622374 }, { "x": 260, "y": 0.110258212606756 }, { "x": 265, "y": 0.112026994387658 }, { "x": 270, "y": 0.113782344139863 }, { "x": 275, "y": 0.115524464879285 }, { "x": 280, "y": 0.117253555509234 }, { "x": 285, "y": 0.118969810874298 }, { "x": 290, "y": 0.120673421820365 }, { "x": 295, "y": 0.122364575259572 }, { "x": 300, "y": 0.12404345423911 }, { "x": 305, "y": 0.125710238012993 }, { "x": 310, "y": 0.127365102116036 }, { "x": 315, "y": 0.129008218439381 }, { "x": 320, "y": 0.130639755307047 }, { "x": 325, "y": 0.132259877553023 }, { "x": 330, "y": 0.133868746598515 }, { "x": 335, "y": 0.135466520529034 }, { "x": 340, "y": 0.137053354171029 }, { "x": 345, "y": 0.138629399167851 }, { "x": 350, "y": 0.140194804054858 }, { "x": 355, "y": 0.141749714333487 }, { "x": 360, "y": 0.143294272544193 }, { "x": 365, "y": 0.144828618338126 }, { "x": 370, "y": 0.146352888547486 }, { "x": 375, "y": 0.147867217254473 }, { "x": 380, "y": 0.149371735858807 }, { "x": 385, "y": 0.150866573143757 }, { "x": 390, "y": 0.152351855340683 }, { "x": 395, "y": 0.153827706192058 }, { "x": 400, "y": 0.155294247012974 }, { "x": 405, "y": 0.156751596751135 }, { "x": 410, "y": 0.158199872045334 }, { "x": 415, "y": 0.159639187282444 }, { "x": 420, "y": 0.161069654652924 }, { "x": 425, "y": 0.162491384204869 }, { "x": 430, "y": 0.163904483896625 }, { "x": 435, "y": 0.165309059647992 }, { "x": 440, "y": 0.166705215390045 }, { "x": 445, "y": 0.168093053113597 }, { "x": 450, "y": 0.169472672916348 }, { "x": 455, "y": 0.170844173048719 }, { "x": 460, "y": 0.172207649958446 }, { "x": 465, "y": 0.173563198333918 }, { "x": 470, "y": 0.174910911146335 }, { "x": 475, "y": 0.176250879690675 }, { "x": 480, "y": 0.177583193625541 }, { "x": 485, "y": 0.178907941011887 }, { "x": 490, "y": 0.180225208350672 }, { "x": 495, "y": 0.181535080619466 }, { "x": 500, "y": 0.18283764130804 }, { "x": 505, "y": 0.184132972452964 }, { "x": 510, "y": 0.185421154671249 }, { "x": 515, "y": 0.186702267193059 }, { "x": 520, "y": 0.187976387893513 }, { "x": 525, "y": 0.189243593323613 }, { "x": 530, "y": 0.190503959 }, { "x": 535, "y": 0.191757558135823 }, { "x": 540, "y": 0.193004464265952 }, { "x": 545, "y": 0.194244748677887 }, { "x": 550, "y": 0.195478481737062 }, { "x": 555, "y": 0.196705732653359 }, { "x": 560, "y": 0.197926569506586 }, { "x": 565, "y": 0.199141059271272 }, { "x": 570, "y": 0.200349267840798 }, { "x": 575, "y": 0.201551260050876 }, { "x": 580, "y": 0.202747099702404 }, { "x": 585, "y": 0.203936849583716 }, { "x": 590, "y": 0.205120571492242 }, { "x": 595, "y": 0.206298326255591 }, { "x": 600, "y": 0.207470173752092 } ] }, { "id": 242, "curve_id": "L8.14", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Zhu et al. (2023)", "source_detail": "Zhu, W., Liu, K., Wang, M., Nirandjan, S., and Koks, E. E.: Improved assessment of rainfall-induced railway infrastructure risk in China using empirical data, Natural Hazards, 115, 1525–1548, https://doi.org/10.1007/s11069-022-05605-3, 2023.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "datapoints_given", "mu": 7.79999996219785, "sigma": 2.0399999621948268, "method": "Curve fitting", "mu_sigma_quality": 0.99999999999999978, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=7.800, σ=2.040, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Precipitation", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+A)", "geography": "Southwest China, China", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 5, "y": 0.001204317 }, { "x": 10, "y": 0.003521426 }, { "x": 15, "y": 0.006279177 }, { "x": 20, "y": 0.009260525 }, { "x": 25, "y": 0.0123632462509236 }, { "x": 30, "y": 0.0155310681407311 }, { "x": 35, "y": 0.01873015 }, { "x": 40, "y": 0.02193896 }, { "x": 45, "y": 0.025143276 }, { "x": 50, "y": 0.028333467 }, { "x": 55, "y": 0.031502912 }, { "x": 60, "y": 0.034647025 }, { "x": 65, "y": 0.03776264189616 }, { "x": 70, "y": 0.0408476 }, { "x": 75, "y": 0.043900463401802 }, { "x": 80, "y": 0.046920326 }, { "x": 85, "y": 0.049906674 }, { "x": 90, "y": 0.052859282 }, { "x": 95, "y": 0.055778145 }, { "x": 100, "y": 0.0586634179179606 }, { "x": 105, "y": 0.061515379 }, { "x": 110, "y": 0.064334396 }, { "x": 115, "y": 0.067120905 }, { "x": 120, "y": 0.06987539 }, { "x": 125, "y": 0.072598369 }, { "x": 130, "y": 0.075290384 }, { "x": 135, "y": 0.077951993 }, { "x": 140, "y": 0.080583763 }, { "x": 145, "y": 0.083186263 }, { "x": 150, "y": 0.085760063 }, { "x": 155, "y": 0.088305728 }, { "x": 160, "y": 0.09082382 }, { "x": 165, "y": 0.09331489 }, { "x": 170, "y": 0.095779483 }, { "x": 175, "y": 0.09821813 }, { "x": 180, "y": 0.100631354786315 }, { "x": 185, "y": 0.10301966843835 }, { "x": 190, "y": 0.105383570221514 }, { "x": 195, "y": 0.107723548 }, { "x": 200, "y": 0.110040076300506 }, { "x": 205, "y": 0.112333619747914 }, { "x": 210, "y": 0.114604629718563 }, { "x": 215, "y": 0.116853546189052 }, { "x": 220, "y": 0.119080798 }, { "x": 225, "y": 0.121286800928295 }, { "x": 230, "y": 0.123471962202124 }, { "x": 235, "y": 0.125636676476935 }, { "x": 240, "y": 0.127781328242181 }, { "x": 245, "y": 0.129906291669381 }, { "x": 250, "y": 0.132011930893034 }, { "x": 255, "y": 0.134098600293691 }, { "x": 260, "y": 0.136166644780952 }, { "x": 265, "y": 0.138216400074556 }, { "x": 270, "y": 0.140248192982163 }, { "x": 275, "y": 0.142262341672709 }, { "x": 280, "y": 0.144259155944456 }, { "x": 285, "y": 0.146238937487105 }, { "x": 290, "y": 0.148201980137473 }, { "x": 295, "y": 0.150148570128396 }, { "x": 300, "y": 0.152078986330619 }, { "x": 305, "y": 0.153993500487549 }, { "x": 310, "y": 0.155892377442785 }, { "x": 315, "y": 0.15777587536045 }, { "x": 320, "y": 0.159644245938343 }, { "x": 325, "y": 0.161497734614013 }, { "x": 330, "y": 0.16333658076387 }, { "x": 335, "y": 0.165161017895456 }, { "x": 340, "y": 0.166971273833057 }, { "x": 345, "y": 0.168767570896802 }, { "x": 350, "y": 0.170550126075451 }, { "x": 355, "y": 0.172319151193043 }, { "x": 360, "y": 0.174074853069602 }, { "x": 365, "y": 0.175817433676095 }, { "x": 370, "y": 0.177547090283836 }, { "x": 375, "y": 0.179264015608517 }, { "x": 380, "y": 0.180968397949076 }, { "x": 385, "y": 0.18266042132157 }, { "x": 390, "y": 0.184340265588246 }, { "x": 395, "y": 0.186008106581987 }, { "x": 400, "y": 0.187664116226305 }, { "x": 405, "y": 0.189308462651056 }, { "x": 410, "y": 0.190941310304034 }, { "x": 415, "y": 0.192562820058603 }, { "x": 420, "y": 0.194173149317529 }, { "x": 425, "y": 0.19577245211315 }, { "x": 430, "y": 0.197360879204032 }, { "x": 435, "y": 0.198938578168243 }, { "x": 440, "y": 0.200505693493391 }, { "x": 445, "y": 0.20206236666353 }, { "x": 450, "y": 0.20360873624308 }, { "x": 455, "y": 0.205144937957862 }, { "x": 460, "y": 0.206671104773366 }, { "x": 465, "y": 0.208187366970366 }, { "x": 470, "y": 0.209693852217967 }, { "x": 475, "y": 0.211190685644209 }, { "x": 480, "y": 0.212677989904307 }, { "x": 485, "y": 0.214155885246612 }, { "x": 490, "y": 0.215624489576403 }, { "x": 495, "y": 0.217083918517571 }, { "x": 500, "y": 0.218534285472291 }, { "x": 505, "y": 0.219975701678751 }, { "x": 510, "y": 0.221408276267011 }, { "x": 515, "y": 0.222832116313072 }, { "x": 520, "y": 0.224247326891209 }, { "x": 525, "y": 0.225654011124645 }, { "x": 530, "y": 0.227052270234621 }, { "x": 535, "y": 0.228442203587926 }, { "x": 540, "y": 0.229823908742941 }, { "x": 545, "y": 0.231197481494251 }, { "x": 550, "y": 0.23256301591588 }, { "x": 555, "y": 0.233920604403205 }, { "x": 560, "y": 0.235270337713577 }, { "x": 565, "y": 0.236612305005727 }, { "x": 570, "y": 0.237946593877966 }, { "x": 575, "y": 0.23927329040525 }, { "x": 580, "y": 0.24059247917514 }, { "x": 585, "y": 0.241904243322688 }, { "x": 590, "y": 0.243208664564304 }, { "x": 595, "y": 0.244505823230623 }, { "x": 600, "y": 0.245795798298423 } ] }, { "id": 243, "curve_id": "L8.15", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Zhu et al. (2023)", "source_detail": "Zhu, W., Liu, K., Wang, M., Nirandjan, S., and Koks, E. E.: Improved assessment of rainfall-induced railway infrastructure risk in China using empirical data, Natural Hazards, 115, 1525–1548, https://doi.org/10.1007/s11069-022-05605-3, 2023.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "datapoints_given", "mu": 9.0600000000000023, "sigma": 2.74, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Precipitation", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+A)", "geography": "East China, China", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 5, "y": 0.003272167 }, { "x": 10, "y": 0.006827566 }, { "x": 15, "y": 0.010218416 }, { "x": 20, "y": 0.0134406760185026 }, { "x": 25, "y": 0.016511763260914 }, { "x": 30, "y": 0.019449371864649 }, { "x": 35, "y": 0.0222687228777149 }, { "x": 40, "y": 0.024982531 }, { "x": 45, "y": 0.027601409 }, { "x": 50, "y": 0.0301342835064726 }, { "x": 55, "y": 0.03258873 }, { "x": 60, "y": 0.034971239 }, { "x": 65, "y": 0.037287427 }, { "x": 70, "y": 0.039542187 }, { "x": 75, "y": 0.0417398178330324 }, { "x": 80, "y": 0.0438841237919946 }, { "x": 85, "y": 0.0459784889954618 }, { "x": 90, "y": 0.048025943 }, { "x": 95, "y": 0.05002921 }, { "x": 100, "y": 0.0519907528035333 }, { "x": 105, "y": 0.053912808 }, { "x": 110, "y": 0.055797411 }, { "x": 115, "y": 0.057646426 }, { "x": 120, "y": 0.059461562 }, { "x": 125, "y": 0.061244393 }, { "x": 130, "y": 0.062996371 }, { "x": 135, "y": 0.06471884 }, { "x": 140, "y": 0.066413048 }, { "x": 145, "y": 0.068080156 }, { "x": 150, "y": 0.069721245 }, { "x": 155, "y": 0.071337324 }, { "x": 160, "y": 0.072929341 }, { "x": 165, "y": 0.074498181 }, { "x": 170, "y": 0.076044676 }, { "x": 175, "y": 0.077569611 }, { "x": 180, "y": 0.079073723 }, { "x": 185, "y": 0.080557708 }, { "x": 190, "y": 0.082022226 }, { "x": 195, "y": 0.083467897 }, { "x": 200, "y": 0.084895314 }, { "x": 205, "y": 0.086305034 }, { "x": 210, "y": 0.087697589 }, { "x": 215, "y": 0.089073485 }, { "x": 220, "y": 0.090433202 }, { "x": 225, "y": 0.091777198 }, { "x": 230, "y": 0.093105911 }, { "x": 235, "y": 0.094419756 }, { "x": 240, "y": 0.095719133 }, { "x": 245, "y": 0.097004421 }, { "x": 250, "y": 0.098275986 }, { "x": 255, "y": 0.099534176 }, { "x": 260, "y": 0.100779326089675 }, { "x": 265, "y": 0.102011756435205 }, { "x": 270, "y": 0.10323177517795 }, { "x": 275, "y": 0.104439678037824 }, { "x": 280, "y": 0.105635749234573 }, { "x": 285, "y": 0.106820262110302 }, { "x": 290, "y": 0.10799347970893 }, { "x": 295, "y": 0.109155655316169 }, { "x": 300, "y": 0.110307032963312 }, { "x": 305, "y": 0.111447847897762 }, { "x": 310, "y": 0.112578327 }, { "x": 315, "y": 0.113698689310184 }, { "x": 320, "y": 0.114809146184245 }, { "x": 325, "y": 0.115909901885346 }, { "x": 330, "y": 0.117001153808637 }, { "x": 335, "y": 0.118083092823291 }, { "x": 340, "y": 0.119155903572548 }, { "x": 345, "y": 0.120219764756113 }, { "x": 350, "y": 0.121274849396168 }, { "x": 355, "y": 0.122321325088158 }, { "x": 360, "y": 0.123359354237404 }, { "x": 365, "y": 0.124389094282519 }, { "x": 370, "y": 0.125410697906524 }, { "x": 375, "y": 0.126424313236477 }, { "x": 380, "y": 0.127430084032393 }, { "x": 385, "y": 0.12842814986613 }, { "x": 390, "y": 0.129418646290913 }, { "x": 395, "y": 0.130401705002066 }, { "x": 400, "y": 0.131377453989535 }, { "x": 405, "y": 0.132346017682683 }, { "x": 410, "y": 0.133307517087857 }, { "x": 415, "y": 0.134262069919145 }, { "x": 420, "y": 0.135209790722758 }, { "x": 425, "y": 0.136150790995382 }, { "x": 430, "y": 0.137085179296889 }, { "x": 435, "y": 0.138013061357711 }, { "x": 440, "y": 0.138934540181193 }, { "x": 445, "y": 0.139849716141211 }, { "x": 450, "y": 0.140758687075321 }, { "x": 455, "y": 0.14166154837368 }, { "x": 460, "y": 0.142558393063989 }, { "x": 465, "y": 0.143449311892659 }, { "x": 470, "y": 0.144334393402407 }, { "x": 475, "y": 0.145213724006486 }, { "x": 480, "y": 0.146087388059704 }, { "x": 485, "y": 0.146955467926425 }, { "x": 490, "y": 0.147818044045689 }, { "x": 495, "y": 0.148675194993607 }, { "x": 500, "y": 0.149526997543179 }, { "x": 505, "y": 0.150373526721641 }, { "x": 510, "y": 0.151214855865491 }, { "x": 515, "y": 0.152051056673292 }, { "x": 520, "y": 0.152882199256367 }, { "x": 525, "y": 0.153708352187485 }, { "x": 530, "y": 0.154529582547639 }, { "x": 535, "y": 0.155345955971009 }, { "x": 540, "y": 0.156157536688185 }, { "x": 545, "y": 0.156964387567741 }, { "x": 550, "y": 0.157766570156238 }, { "x": 555, "y": 0.158564144716722 }, { "x": 560, "y": 0.159357170265786 }, { "x": 565, "y": 0.160145704609268 }, { "x": 570, "y": 0.160929804376639 }, { "x": 575, "y": 0.161709525054143 }, { "x": 580, "y": 0.162484921016743 }, { "x": 585, "y": 0.16325604555893 }, { "x": 590, "y": 0.164022950924428 }, { "x": 595, "y": 0.164785688334872 }, { "x": 600, "y": 0.165544308017469 } ] }, { "id": 244, "curve_id": "L8.16", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Zhu et al. (2023)", "source_detail": "Zhu, W., Liu, K., Wang, M., Nirandjan, S., and Koks, E. E.: Improved assessment of rainfall-induced railway infrastructure risk in China using empirical data, Natural Hazards, 115, 1525–1548, https://doi.org/10.1007/s11069-022-05605-3, 2023.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "datapoints_given", "mu": 9.7199999999999989, "sigma": 3.1999999999999984, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Precipitation", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+A)", "geography": "Central & North China, China", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 5, "y": 0.005629582 }, { "x": 10, "y": 0.0102262324118297 }, { "x": 15, "y": 0.0142174203962472 }, { "x": 20, "y": 0.0178058432858666 }, { "x": 25, "y": 0.0210970172566574 }, { "x": 30, "y": 0.024155313 }, { "x": 35, "y": 0.0270238719549283 }, { "x": 40, "y": 0.029733476000000002 }, { "x": 45, "y": 0.032307105 }, { "x": 50, "y": 0.034762507 }, { "x": 55, "y": 0.037113762 }, { "x": 60, "y": 0.039372281 }, { "x": 65, "y": 0.0415474808596574 }, { "x": 70, "y": 0.043647248 }, { "x": 75, "y": 0.0456782700191808 }, { "x": 80, "y": 0.0476462836317925 }, { "x": 85, "y": 0.0495562542597339 }, { "x": 90, "y": 0.051412517 }, { "x": 95, "y": 0.053218886 }, { "x": 100, "y": 0.0549787363825919 }, { "x": 105, "y": 0.056695076480019 }, { "x": 110, "y": 0.0583705995554487 }, { "x": 115, "y": 0.06000773 }, { "x": 120, "y": 0.0616086581222381 }, { "x": 125, "y": 0.063175374 }, { "x": 130, "y": 0.06470969 }, { "x": 135, "y": 0.066213263 }, { "x": 140, "y": 0.067687614 }, { "x": 145, "y": 0.06913414 }, { "x": 150, "y": 0.070554132 }, { "x": 155, "y": 0.071948784 }, { "x": 160, "y": 0.073319203 }, { "x": 165, "y": 0.074666416 }, { "x": 170, "y": 0.075991383 }, { "x": 175, "y": 0.077294996 }, { "x": 180, "y": 0.078578093 }, { "x": 185, "y": 0.079841456 }, { "x": 190, "y": 0.08108582 }, { "x": 195, "y": 0.082311875 }, { "x": 200, "y": 0.083520272 }, { "x": 205, "y": 0.084711624 }, { "x": 210, "y": 0.085886509 }, { "x": 215, "y": 0.087045473 }, { "x": 220, "y": 0.088189035 }, { "x": 225, "y": 0.089317684 }, { "x": 230, "y": 0.090431885 }, { "x": 235, "y": 0.091532081 }, { "x": 240, "y": 0.092618692 }, { "x": 245, "y": 0.093692116 }, { "x": 250, "y": 0.094752735 }, { "x": 255, "y": 0.095800912 }, { "x": 260, "y": 0.096836993 }, { "x": 265, "y": 0.097861309 }, { "x": 270, "y": 0.098874176 }, { "x": 275, "y": 0.099875897 }, { "x": 280, "y": 0.100866761878068 }, { "x": 285, "y": 0.101847047911352 }, { "x": 290, "y": 0.10281702138723 }, { "x": 295, "y": 0.103776937718682 }, { "x": 300, "y": 0.104727042144088 }, { "x": 305, "y": 0.105667570285569 }, { "x": 310, "y": 0.106598748668438 }, { "x": 315, "y": 0.107520795205029 }, { "x": 320, "y": 0.10843391964585 }, { "x": 325, "y": 0.109338324000729 }, { "x": 330, "y": 0.11023420293237 }, { "x": 335, "y": 0.111121744124485 }, { "x": 340, "y": 0.112001128626507 }, { "x": 345, "y": 0.112872531176669 }, { "x": 350, "y": 0.113736120505099 }, { "x": 355, "y": 0.11459205961842 }, { "x": 360, "y": 0.115440506067218 }, { "x": 365, "y": 0.116281612197636 }, { "x": 370, "y": 0.117115525388217 }, { "x": 375, "y": 0.117942388273053 }, { "x": 380, "y": 0.118762338952193 }, { "x": 385, "y": 0.119575511190195 }, { "x": 390, "y": 0.120382034603619 }, { "x": 395, "y": 0.121182034838221 }, { "x": 400, "y": 0.121975633736519 }, { "x": 405, "y": 0.122762949496371 }, { "x": 410, "y": 0.123544096821153 }, { "x": 415, "y": 0.124319187062058 }, { "x": 420, "y": 0.125088328353037 }, { "x": 425, "y": 0.125851625738833 }, { "x": 430, "y": 0.126609181 }, { "x": 435, "y": 0.127361094251018 }, { "x": 440, "y": 0.128107461084771 }, { "x": 445, "y": 0.128848375642213 }, { "x": 450, "y": 0.129583929229058 }, { "x": 455, "y": 0.130314210706892 }, { "x": 460, "y": 0.131039306583262 }, { "x": 465, "y": 0.131759301097552 }, { "x": 470, "y": 0.132474276302871 }, { "x": 475, "y": 0.133184312144179 }, { "x": 480, "y": 0.133889486532863 }, { "x": 485, "y": 0.134589875417964 }, { "x": 490, "y": 0.135285552854215 }, { "x": 495, "y": 0.135976591067097 }, { "x": 500, "y": 0.136663060515042 }, { "x": 505, "y": 0.137345029948944 }, { "x": 510, "y": 0.138022566469128 }, { "x": 515, "y": 0.138695735579899 }, { "x": 520, "y": 0.139364601241791 }, { "x": 525, "y": 0.140029225921647 }, { "x": 530, "y": 0.140689670640635 }, { "x": 535, "y": 0.141345995020288 }, { "x": 540, "y": 0.141998257326695 }, { "x": 545, "y": 0.1426465145129 }, { "x": 550, "y": 0.14329082225963 }, { "x": 555, "y": 0.143931235014405 }, { "x": 560, "y": 0.144567806 }, { "x": 565, "y": 0.145200587396174 }, { "x": 570, "y": 0.145829630083208 }, { "x": 575, "y": 0.146454983966518 }, { "x": 580, "y": 0.147076697863204 }, { "x": 585, "y": 0.147694819562119 }, { "x": 590, "y": 0.148309395853662 }, { "x": 595, "y": 0.148920472558477 }, { "x": 600, "y": 0.1495280945551 } ] }, { "id": 245, "curve_id": "L8.17", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Zhu et al. (2023)", "source_detail": "Zhu, W., Liu, K., Wang, M., Nirandjan, S., and Koks, E. E.: Improved assessment of rainfall-induced railway infrastructure risk in China using empirical data, Natural Hazards, 115, 1525–1548, https://doi.org/10.1007/s11069-022-05605-3, 2023.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "datapoints_given", "mu": 7.299999999999315, "sigma": 1.3799999999993056, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=7.300, σ=1.380, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Precipitation", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+A)", "geography": "Northeast China, China", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 5, "y": 1.86501677161346E-05 }, { "x": 10, "y": 0.000146555 }, { "x": 15, "y": 0.000438145 }, { "x": 20, "y": 0.000907223 }, { "x": 25, "y": 0.001551547 }, { "x": 30, "y": 0.002362413 }, { "x": 35, "y": 0.003328669 }, { "x": 40, "y": 0.004438514 }, { "x": 45, "y": 0.005680346 }, { "x": 50, "y": 0.007043136 }, { "x": 55, "y": 0.008516597 }, { "x": 60, "y": 0.0100912222590979 }, { "x": 65, "y": 0.0117582802519887 }, { "x": 70, "y": 0.0135097724445119 }, { "x": 75, "y": 0.0153383833114313 }, { "x": 80, "y": 0.0172374249039374 }, { "x": 85, "y": 0.019200782 }, { "x": 90, "y": 0.0212228601430299 }, { "x": 95, "y": 0.023298537 }, { "x": 100, "y": 0.0254231175740391 }, { "x": 105, "y": 0.0275922954052436 }, { "x": 110, "y": 0.029802115 }, { "x": 115, "y": 0.032048938 }, { "x": 120, "y": 0.034329418 }, { "x": 125, "y": 0.03664047 }, { "x": 130, "y": 0.038979247 }, { "x": 135, "y": 0.041343121 }, { "x": 140, "y": 0.043729664 }, { "x": 145, "y": 0.046136629 }, { "x": 150, "y": 0.048561933 }, { "x": 155, "y": 0.0510036488905063 }, { "x": 160, "y": 0.0534599862630118 }, { "x": 165, "y": 0.055929284 }, { "x": 170, "y": 0.05841 }, { "x": 175, "y": 0.0609006984213149 }, { "x": 180, "y": 0.063400045 }, { "x": 185, "y": 0.065906798 }, { "x": 190, "y": 0.068419801 }, { "x": 195, "y": 0.070937974 }, { "x": 200, "y": 0.073460313 }, { "x": 205, "y": 0.075985882 }, { "x": 210, "y": 0.078513804 }, { "x": 215, "y": 0.081043264 }, { "x": 220, "y": 0.083573499 }, { "x": 225, "y": 0.086103798 }, { "x": 230, "y": 0.088633495 }, { "x": 235, "y": 0.091161969 }, { "x": 240, "y": 0.093688639 }, { "x": 245, "y": 0.096212963 }, { "x": 250, "y": 0.098734433 }, { "x": 255, "y": 0.101252574256112 }, { "x": 260, "y": 0.103766944388101 }, { "x": 265, "y": 0.106277128683552 }, { "x": 270, "y": 0.108782739885721 }, { "x": 275, "y": 0.111283416116112 }, { "x": 280, "y": 0.113778819278284 }, { "x": 285, "y": 0.116268633574247 }, { "x": 290, "y": 0.118752564124405 }, { "x": 295, "y": 0.121230335682831 }, { "x": 300, "y": 0.12370169144038 }, { "x": 305, "y": 0.126166391908817 }, { "x": 310, "y": 0.128624214 }, { "x": 315, "y": 0.131074949452624 }, { "x": 320, "y": 0.133518405126728 }, { "x": 325, "y": 0.135954400952223 }, { "x": 330, "y": 0.13838276973606 }, { "x": 335, "y": 0.140803356298666 }, { "x": 340, "y": 0.143216016777757 }, { "x": 345, "y": 0.145620617975926 }, { "x": 350, "y": 0.148017036748888 }, { "x": 355, "y": 0.150405159431538 }, { "x": 360, "y": 0.1527848812992 }, { "x": 365, "y": 0.155156106061641 }, { "x": 370, "y": 0.157518745387608 }, { "x": 375, "y": 0.159872718457849 }, { "x": 380, "y": 0.162217951544682 }, { "x": 385, "y": 0.16455437761637 }, { "x": 390, "y": 0.166881935964664 }, { "x": 395, "y": 0.169200571853997 }, { "x": 400, "y": 0.17151023619094 }, { "x": 405, "y": 0.173810885212604 }, { "x": 410, "y": 0.176102480192803 }, { "x": 415, "y": 0.178384987164833 }, { "x": 420, "y": 0.180658376659853 }, { "x": 425, "y": 0.182922623459873 }, { "x": 430, "y": 0.185177706364466 }, { "x": 435, "y": 0.187423607970363 }, { "x": 440, "y": 0.189660314463137 }, { "x": 445, "y": 0.191887815420259 }, { "x": 450, "y": 0.194106103624846 }, { "x": 455, "y": 0.196315174889454 }, { "x": 460, "y": 0.19851502788934 }, { "x": 465, "y": 0.200705664004624 }, { "x": 470, "y": 0.202887087170843 }, { "x": 475, "y": 0.20505930373741 }, { "x": 480, "y": 0.207222322333517 }, { "x": 485, "y": 0.209376153741074 }, { "x": 490, "y": 0.211520810774265 }, { "x": 495, "y": 0.213656308165372 }, { "x": 500, "y": 0.215782662456487 }, { "x": 505, "y": 0.217899891896823 }, { "x": 510, "y": 0.220008016345273 }, { "x": 515, "y": 0.222107057177967 }, { "x": 520, "y": 0.224197037200522 }, { "x": 525, "y": 0.22627798056476 }, { "x": 530, "y": 0.228349912689626 }, { "x": 535, "y": 0.230412860186101 }, { "x": 540, "y": 0.232466850785889 }, { "x": 545, "y": 0.234511913273669 }, { "x": 550, "y": 0.23654807742275 }, { "x": 555, "y": 0.238575373933915 }, { "x": 560, "y": 0.240593834377323 }, { "x": 565, "y": 0.242603491137277 }, { "x": 570, "y": 0.244604377359741 }, { "x": 575, "y": 0.246596526902442 }, { "x": 580, "y": 0.248579974287435 }, { "x": 585, "y": 0.250554754656001 }, { "x": 590, "y": 0.252520903725766 }, { "x": 595, "y": 0.254478457749924 }, { "x": 600, "y": 0.256427453478456 } ] }, { "id": 246, "curve_id": "L8.18", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Zhu et al. (2023)", "source_detail": "Zhu, W., Liu, K., Wang, M., Nirandjan, S., and Koks, E. E.: Improved assessment of rainfall-induced railway infrastructure risk in China using empirical data, Natural Hazards, 115, 1525–1548, https://doi.org/10.1007/s11069-022-05605-3, 2023.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "datapoints_given", "mu": 8.1799999999999979, "sigma": 2.6399999999999992, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Precipitation", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+A)", "geography": "Northwest China, China", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 5, "y": 0.006407864 }, { "x": 10, "y": 0.0129972634417278 }, { "x": 15, "y": 0.019099719 }, { "x": 20, "y": 0.024780255 }, { "x": 25, "y": 0.03010766 }, { "x": 30, "y": 0.03513607 }, { "x": 35, "y": 0.0399073620213148 }, { "x": 40, "y": 0.044454406 }, { "x": 45, "y": 0.0488035 }, { "x": 50, "y": 0.052976067 }, { "x": 55, "y": 0.0569898409563697 }, { "x": 60, "y": 0.060859706 }, { "x": 65, "y": 0.064598312 }, { "x": 70, "y": 0.06821652 }, { "x": 75, "y": 0.071723746 }, { "x": 80, "y": 0.075128219 }, { "x": 85, "y": 0.078437186 }, { "x": 90, "y": 0.081657068 }, { "x": 95, "y": 0.084793591 }, { "x": 100, "y": 0.087851887 }, { "x": 105, "y": 0.090836578 }, { "x": 110, "y": 0.093751847 }, { "x": 115, "y": 0.096601492 }, { "x": 120, "y": 0.099388977 }, { "x": 125, "y": 0.102117471904849 }, { "x": 130, "y": 0.104789884720887 }, { "x": 135, "y": 0.107408893881827 }, { "x": 140, "y": 0.109976971611175 }, { "x": 145, "y": 0.112496406028729 }, { "x": 150, "y": 0.114969319969353 }, { "x": 155, "y": 0.117397687376449 }, { "x": 160, "y": 0.119783347644239 }, { "x": 165, "y": 0.122128018216246 }, { "x": 170, "y": 0.124433305694075 }, { "x": 175, "y": 0.126700715667732 }, { "x": 180, "y": 0.128931661444031 }, { "x": 185, "y": 0.131127471821369 }, { "x": 190, "y": 0.133289398036006 }, { "x": 195, "y": 0.135418619985956 }, { "x": 200, "y": 0.13751625182278 }, { "x": 205, "y": 0.139583346988505 }, { "x": 210, "y": 0.141620902763897 }, { "x": 215, "y": 0.143629864385149 }, { "x": 220, "y": 0.145611128778281 }, { "x": 225, "y": 0.147565547954011 }, { "x": 230, "y": 0.14949393210028 }, { "x": 235, "y": 0.15139705240487 }, { "x": 240, "y": 0.153275643636524 }, { "x": 245, "y": 0.155130406509458 }, { "x": 250, "y": 0.156962009853199 }, { "x": 255, "y": 0.158771092607075 }, { "x": 260, "y": 0.160558265656449 }, { "x": 265, "y": 0.162324113525852 }, { "x": 270, "y": 0.164069195942473 }, { "x": 275, "y": 0.165794049281984 }, { "x": 280, "y": 0.1674991879074 }, { "x": 285, "y": 0.169185105410515 }, { "x": 290, "y": 0.170852275764485 }, { "x": 295, "y": 0.172501154395241 }, { "x": 300, "y": 0.174132179178624 }, { "x": 305, "y": 0.175745771369477 }, { "x": 310, "y": 0.177342336468297 }, { "x": 315, "y": 0.178922265030521 }, { "x": 320, "y": 0.180485933423028 }, { "x": 325, "y": 0.182033704532031 }, { "x": 330, "y": 0.183565928426121 }, { "x": 335, "y": 0.185082942977905 }, { "x": 340, "y": 0.186585074447367 }, { "x": 345, "y": 0.188072638029793 }, { "x": 350, "y": 0.18954593837087 }, { "x": 355, "y": 0.191005270051335 }, { "x": 360, "y": 0.192450918043352 }, { "x": 365, "y": 0.193883158140606 }, { "x": 370, "y": 0.195302257363957 }, { "x": 375, "y": 0.196708474344319 }, { "x": 380, "y": 0.198102059684325 }, { "x": 385, "y": 0.199483256300191 }, { "x": 390, "y": 0.200852299745089 }, { "x": 395, "y": 0.202209418515251 }, { "x": 400, "y": 0.203554834339905 }, { "x": 405, "y": 0.20488876245609 }, { "x": 410, "y": 0.20621141186929 }, { "x": 415, "y": 0.20752298560079 }, { "x": 420, "y": 0.208823680922553 }, { "x": 425, "y": 0.210113689580399 }, { "x": 430, "y": 0.211393198006174 }, { "x": 435, "y": 0.212662387519582 }, { "x": 440, "y": 0.213921434520277 }, { "x": 445, "y": 0.215170510670792 }, { "x": 450, "y": 0.216409783070829 }, { "x": 455, "y": 0.217639414423408 }, { "x": 460, "y": 0.218859563193334 }, { "x": 465, "y": 0.220070383758408 }, { "x": 470, "y": 0.221272026553791 }, { "x": 475, "y": 0.222464638209891 }, { "x": 480, "y": 0.22364836168413 }, { "x": 485, "y": 0.224823336386914 }, { "x": 490, "y": 0.225989698302116 }, { "x": 495, "y": 0.227147580102367 }, { "x": 500, "y": 0.228297111259419 }, { "x": 505, "y": 0.229438418149839 }, { "x": 510, "y": 0.230571624156272 }, { "x": 515, "y": 0.231696849764497 }, { "x": 520, "y": 0.232814212656491 }, { "x": 525, "y": 0.233923827799691 }, { "x": 530, "y": 0.235025807532661 }, { "x": 535, "y": 0.236120261647313 }, { "x": 540, "y": 0.237207297467872 }, { "x": 545, "y": 0.238287019926729 }, { "x": 550, "y": 0.239359531637339 }, { "x": 555, "y": 0.240424932964296 }, { "x": 560, "y": 0.241483322090714 }, { "x": 565, "y": 0.242534795083061 }, { "x": 570, "y": 0.243579445953529 }, { "x": 575, "y": 0.244617366720086 }, { "x": 580, "y": 0.245648647464291 }, { "x": 585, "y": 0.246673376386989 }, { "x": 590, "y": 0.247691639861963 }, { "x": 595, "y": 0.248703522487655 }, { "x": 600, "y": 0.249709107137024 } ] }, { "id": 247, "curve_id": "L8.2", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "with buried tanks", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 5.2069204654540737, "sigma": 1.6912761514972769, "method": "Curve fitting", "mu_sigma_quality": 0.986748979959061, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=5.207, σ=1.691, R²=0.987; Mu/sigma can be used for reconstruction (quality: 0.987); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 1.780192E-08 }, { "x": 2, "y": 6.00518406E-06 }, { "x": 3, "y": 8.261654895E-05 }, { "x": 4, "y": 0.00039199138907 }, { "x": 5, "y": 0.00113390791843 }, { "x": 6, "y": 0.00249021961904 }, { "x": 7, "y": 0.00459692862908 }, { "x": 8, "y": 0.00752851853795 }, { "x": 9, "y": 0.01129380741638 }, { "x": 10, "y": 0.01584338962558 }, { "x": 11, "y": 0.02108462391876 }, { "x": 12, "y": 0.02689898351339 }, { "x": 13, "y": 0.03315790439835 }, { "x": 14, "y": 0.03973516457407 }, { "x": 15, "y": 0.04651531190071 }, { "x": 16, "y": 0.0533985233009 }, { "x": 17, "y": 0.06030264664307 }, { "x": 18, "y": 0.06716323733463 }, { "x": 19, "y": 0.07393230723282 }, { "x": 20, "y": 0.08057635204603 }, { "x": 21, "y": 0.08707406856801 }, { "x": 22, "y": 0.09341403927277 }, { "x": 23, "y": 0.09959255667338 }, { "x": 24, "y": 0.10561168266333 }, { "x": 25, "y": 0.11147758454021 }, { "x": 26, "y": 0.11719915438326 }, { "x": 27, "y": 0.12278689707927 }, { "x": 28, "y": 0.12825206053723 }, { "x": 29, "y": 0.13360597637234 }, { "x": 30, "y": 0.13885957825766 }, { "x": 31, "y": 0.14402306658752 }, { "x": 32, "y": 0.14910569093549 }, { "x": 33, "y": 0.15411562526603 }, { "x": 34, "y": 0.15905991449511 }, { "x": 35, "y": 0.16394447449774 }, { "x": 36, "y": 0.16877413087235 }, { "x": 37, "y": 0.17355268461492 }, { "x": 38, "y": 0.17828299530988 }, { "x": 39, "y": 0.18296707451973 }, { "x": 40, "y": 0.18760618378106 }, { "x": 41, "y": 0.19220093302807 }, { "x": 42, "y": 0.19675137640738 }, { "x": 43, "y": 0.20125710335923 }, { "x": 44, "y": 0.20571732355718 }, { "x": 45, "y": 0.21013094485499 }, { "x": 46, "y": 0.21449664381408 }, { "x": 47, "y": 0.21881292870279 }, { "x": 48, "y": 0.22307819509195 }, { "x": 49, "y": 0.22729077433527 }, { "x": 50, "y": 0.23144897533582 }, { "x": 51, "y": 0.23555112006933 }, { "x": 52, "y": 0.23959557337486 }, { "x": 53, "y": 0.24358076753809 }, { "x": 54, "y": 0.24750522219055 }, { "x": 55, "y": 0.25136756003306 }, { "x": 56, "y": 0.25516651886836 }, { "x": 57, "y": 0.25890096039847 }, { "x": 58, "y": 0.26256987620971 }, { "x": 59, "y": 0.26617239133415 }, { "x": 60, "y": 0.2697077657413 }, { "x": 61, "y": 0.27317539407975 }, { "x": 62, "y": 0.27657480395582 }, { "x": 63, "y": 0.27990565300469 }, { "x": 64, "y": 0.28316772498035 }, { "x": 65, "y": 0.28636092506369 }, { "x": 66, "y": 0.28948527456287 }, { "x": 67, "y": 0.29254090515768 }, { "x": 68, "y": 0.29552805281852 }, { "x": 69, "y": 0.29844705151253 }, { "x": 70, "y": 0.3012983267926 }, { "x": 71, "y": 0.30408238934995 }, { "x": 72, "y": 0.30679982859819 }, { "x": 73, "y": 0.30945130634491 }, { "x": 74, "y": 0.31203755059689 }, { "x": 75, "y": 0.31455934953574 }, { "x": 76, "y": 0.3170175456934 }, { "x": 77, "y": 0.31941303035011 }, { "x": 78, "y": 0.32174673817145 }, { "x": 79, "y": 0.32401964209629 }, { "x": 80, "y": 0.32623274848333 }, { "x": 81, "y": 0.32838709252001 }, { "x": 82, "y": 0.33048373389497 }, { "x": 83, "y": 0.33252375273223 }, { "x": 84, "y": 0.33450824578382 }, { "x": 85, "y": 0.3364383228752 }, { "x": 86, "y": 0.33831510359711 }, { "x": 87, "y": 0.34013971423597 }, { "x": 88, "y": 0.34191328493421 }, { "x": 89, "y": 0.34363694707171 }, { "x": 90, "y": 0.34531183085835 }, { "x": 91, "y": 0.34693906312821 }, { "x": 92, "y": 0.34851976532521 }, { "x": 93, "y": 0.35005505167029 }, { "x": 94, "y": 0.3515460275002 }, { "x": 95, "y": 0.35299378776802 }, { "x": 96, "y": 0.35439941569591 }, { "x": 97, "y": 0.35576398157058 }, { "x": 98, "y": 0.35708854167262 }, { "x": 99, "y": 0.35837413733066 }, { "x": 100, "y": 0.35962179409216 }, { "x": 101, "y": 0.36083252100261 }, { "x": 102, "y": 0.36200730998546 }, { "x": 103, "y": 0.36314713531545 }, { "x": 104, "y": 0.36425295317824 }, { "x": 105, "y": 0.36532570130984 }, { "x": 106, "y": 0.36636629870946 }, { "x": 107, "y": 0.36737564541992 }, { "x": 108, "y": 0.36835462236997 }, { "x": 109, "y": 0.36930409127331 }, { "x": 110, "y": 0.37022489457943 }, { "x": 111, "y": 0.37111785547146 }, { "x": 112, "y": 0.37198377790692 }, { "x": 113, "y": 0.37282344669721 }, { "x": 114, "y": 0.37363762762206 }, { "x": 115, "y": 0.37442706757545 }, { "x": 116, "y": 0.37519249473973 }, { "x": 117, "y": 0.3759346187849 }, { "x": 118, "y": 0.37665413109019 }, { "x": 119, "y": 0.37735170498541 }, { "x": 120, "y": 0.37802799600952 }, { "x": 121, "y": 0.37868364218435 }, { "x": 122, "y": 0.37931926430123 }, { "x": 123, "y": 0.37993546621883 }, { "x": 124, "y": 0.38053283517029 }, { "x": 125, "y": 0.38111194207811 } ] }, { "id": 248, "curve_id": "L9.1", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Runways", "ci_detail": "Paved", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 3.2237319179744812, "sigma": 1.4940245633189679, "method": "Curve fitting", "mu_sigma_quality": 0.9686697309867025, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.224, σ=1.494, R²=0.969; Mu/sigma can be used for reconstruction (quality: 0.969); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.00062313628445 }, { "x": 2, "y": 0.00476951478201 }, { "x": 3, "y": 0.01431371437272 }, { "x": 4, "y": 0.03135120843438 }, { "x": 5, "y": 0.05550115970077 }, { "x": 6, "y": 0.08469739655722 }, { "x": 7, "y": 0.11664425070116 }, { "x": 8, "y": 0.14949932938846 }, { "x": 9, "y": 0.18200913990995 }, { "x": 10, "y": 0.21342116558097 }, { "x": 11, "y": 0.24334403359634 }, { "x": 12, "y": 0.2716221825261 }, { "x": 13, "y": 0.29824210592471 }, { "x": 14, "y": 0.32326854227625 }, { "x": 15, "y": 0.34680378476535 }, { "x": 16, "y": 0.3689631886206 }, { "x": 17, "y": 0.38986136580157 }, { "x": 18, "y": 0.40960511510345 }, { "x": 19, "y": 0.42829041676456 }, { "x": 20, "y": 0.44600175880246 }, { "x": 21, "y": 0.4628127082604 }, { "x": 22, "y": 0.47878706815663 }, { "x": 23, "y": 0.49398023582631 }, { "x": 24, "y": 0.50844055060451 }, { "x": 25, "y": 0.52221052394572 }, { "x": 26, "y": 0.53532790728097 }, { "x": 27, "y": 0.54782658817965 }, { "x": 28, "y": 0.55973732409727 }, { "x": 29, "y": 0.57108833178248 }, { "x": 30, "y": 0.58190575345712 }, { "x": 31, "y": 0.59221402074929 }, { "x": 32, "y": 0.60203613561544 }, { "x": 33, "y": 0.6113938850548 }, { "x": 34, "y": 0.62030800382531 }, { "x": 35, "y": 0.62879829689345 }, { "x": 36, "y": 0.63688373112851 }, { "x": 37, "y": 0.64458250383255 }, { "x": 38, "y": 0.6519120940851 }, { "x": 39, "y": 0.65888930155332 }, { "x": 40, "y": 0.66553027634082 }, { "x": 41, "y": 0.67185054258675 }, { "x": 42, "y": 0.67786501784377 }, { "x": 43, "y": 0.68358802972962 }, { "x": 44, "y": 0.68903333093256 }, { "x": 45, "y": 0.6942141133327 }, { "x": 46, "y": 0.69914302176016 }, { "x": 47, "y": 0.70383216772976 }, { "x": 48, "y": 0.70829314335792 }, { "x": 49, "y": 0.71253703557027 }, { "x": 50, "y": 0.71657444063908 }, { "x": 51, "y": 0.72041547904175 }, { "x": 52, "y": 0.72406981060001 }, { "x": 53, "y": 0.72754664983976 }, { "x": 54, "y": 0.73085478150056 }, { "x": 55, "y": 0.73400257611956 }, { "x": 56, "y": 0.73699800561465 }, { "x": 57, "y": 0.73984865879458 }, { "x": 58, "y": 0.74256175672938 }, { "x": 59, "y": 0.7451441679203 }, { "x": 60, "y": 0.74760242321578 }, { "x": 61, "y": 0.74994273042714 }, { "x": 62, "y": 0.75217098860447 }, { "x": 63, "y": 0.75429280194034 }, { "x": 64, "y": 0.75631349327514 }, { "x": 65, "y": 0.75823811718356 }, { "x": 66, "y": 0.76007147262737 }, { "x": 67, "y": 0.76181811516402 }, { "x": 68, "y": 0.76348236870507 }, { "x": 69, "y": 0.76506833682199 }, { "x": 70, "y": 0.76657991360009 }, { "x": 71, "y": 0.76802079404398 }, { "x": 72, "y": 0.76939448404051 }, { "x": 73, "y": 0.77070430988667 }, { "x": 74, "y": 0.77195342739193 }, { "x": 75, "y": 0.77314483056555 }, { "x": 76, "y": 0.77428135990032 }, { "x": 77, "y": 0.77536571026526 }, { "x": 78, "y": 0.77640043842016 }, { "x": 79, "y": 0.7773879701652 }, { "x": 80, "y": 0.77833060713938 }, { "x": 81, "y": 0.77923053328131 }, { "x": 82, "y": 0.78008982096614 }, { "x": 83, "y": 0.78091043683211 }, { "x": 84, "y": 0.78169424731026 }, { "x": 85, "y": 0.78244302387043 }, { "x": 86, "y": 0.78315844799638 }, { "x": 87, "y": 0.78384211590277 }, { "x": 88, "y": 0.78449554300599 }, { "x": 89, "y": 0.78512016816087 }, { "x": 90, "y": 0.78571735767462 }, { "x": 91, "y": 0.78628840910888 }, { "x": 92, "y": 0.78683455488077 }, { "x": 93, "y": 0.78735696567278 }, { "x": 94, "y": 0.78785675366152 }, { "x": 95, "y": 0.78833497557445 }, { "x": 96, "y": 0.78879263558367 }, { "x": 97, "y": 0.78923068804517 }, { "x": 98, "y": 0.78965004009173 }, { "x": 99, "y": 0.79005155408711 }, { "x": 100, "y": 0.79043604994905 }, { "x": 101, "y": 0.79080430734787 }, { "x": 102, "y": 0.79115706778756 }, { "x": 103, "y": 0.79149503657537 }, { "x": 104, "y": 0.7918188846863 }, { "x": 105, "y": 0.79212925052773 }, { "x": 106, "y": 0.79242674160994 }, { "x": 107, "y": 0.79271193612744 }, { "x": 108, "y": 0.79298538445599 }, { "x": 109, "y": 0.79324761056991 }, { "x": 110, "y": 0.79349911338404 }, { "x": 111, "y": 0.79374036802434 }, { "x": 112, "y": 0.79397182703116 }, { "x": 113, "y": 0.79419392149878 }, { "x": 114, "y": 0.79440706215466 }, { "x": 115, "y": 0.79461164038177 }, { "x": 116, "y": 0.794808029187 }, { "x": 117, "y": 0.7949965841187 }, { "x": 118, "y": 0.79517764413604 }, { "x": 119, "y": 0.79535153243275 }, { "x": 120, "y": 0.79551855721794 }, { "x": 121, "y": 0.79567901245609 }, { "x": 122, "y": 0.7958331785685 }, { "x": 123, "y": 0.79598132309842 }, { "x": 124, "y": 0.79612370134162 }, { "x": 125, "y": 0.79626055694435 } ] }, { "id": 249, "curve_id": "L9.2", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "with buried tanks", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "median_dispersion", "mu": 5.2069204654540737, "sigma": 1.6912761514972769, "method": "Curve fitting", "mu_sigma_quality": 0.986748979959061, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=5.207, σ=1.691, R²=0.987; Mu/sigma can be used for reconstruction (quality: 0.987); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 1.780192E-08 }, { "x": 2, "y": 6.00518406E-06 }, { "x": 3, "y": 8.261654895E-05 }, { "x": 4, "y": 0.00039199138907 }, { "x": 5, "y": 0.00113390791843 }, { "x": 6, "y": 0.00249021961904 }, { "x": 7, "y": 0.00459692862908 }, { "x": 8, "y": 0.00752851853795 }, { "x": 9, "y": 0.01129380741638 }, { "x": 10, "y": 0.01584338962558 }, { "x": 11, "y": 0.02108462391876 }, { "x": 12, "y": 0.02689898351339 }, { "x": 13, "y": 0.03315790439835 }, { "x": 14, "y": 0.03973516457407 }, { "x": 15, "y": 0.04651531190071 }, { "x": 16, "y": 0.0533985233009 }, { "x": 17, "y": 0.06030264664307 }, { "x": 18, "y": 0.06716323733463 }, { "x": 19, "y": 0.07393230723282 }, { "x": 20, "y": 0.08057635204603 }, { "x": 21, "y": 0.08707406856801 }, { "x": 22, "y": 0.09341403927277 }, { "x": 23, "y": 0.09959255667338 }, { "x": 24, "y": 0.10561168266333 }, { "x": 25, "y": 0.11147758454021 }, { "x": 26, "y": 0.11719915438326 }, { "x": 27, "y": 0.12278689707927 }, { "x": 28, "y": 0.12825206053723 }, { "x": 29, "y": 0.13360597637234 }, { "x": 30, "y": 0.13885957825766 }, { "x": 31, "y": 0.14402306658752 }, { "x": 32, "y": 0.14910569093549 }, { "x": 33, "y": 0.15411562526603 }, { "x": 34, "y": 0.15905991449511 }, { "x": 35, "y": 0.16394447449774 }, { "x": 36, "y": 0.16877413087235 }, { "x": 37, "y": 0.17355268461492 }, { "x": 38, "y": 0.17828299530988 }, { "x": 39, "y": 0.18296707451973 }, { "x": 40, "y": 0.18760618378106 }, { "x": 41, "y": 0.19220093302807 }, { "x": 42, "y": 0.19675137640738 }, { "x": 43, "y": 0.20125710335923 }, { "x": 44, "y": 0.20571732355718 }, { "x": 45, "y": 0.21013094485499 }, { "x": 46, "y": 0.21449664381408 }, { "x": 47, "y": 0.21881292870279 }, { "x": 48, "y": 0.22307819509195 }, { "x": 49, "y": 0.22729077433527 }, { "x": 50, "y": 0.23144897533582 }, { "x": 51, "y": 0.23555112006933 }, { "x": 52, "y": 0.23959557337486 }, { "x": 53, "y": 0.24358076753809 }, { "x": 54, "y": 0.24750522219055 }, { "x": 55, "y": 0.25136756003306 }, { "x": 56, "y": 0.25516651886836 }, { "x": 57, "y": 0.25890096039847 }, { "x": 58, "y": 0.26256987620971 }, { "x": 59, "y": 0.26617239133415 }, { "x": 60, "y": 0.2697077657413 }, { "x": 61, "y": 0.27317539407975 }, { "x": 62, "y": 0.27657480395582 }, { "x": 63, "y": 0.27990565300469 }, { "x": 64, "y": 0.28316772498035 }, { "x": 65, "y": 0.28636092506369 }, { "x": 66, "y": 0.28948527456287 }, { "x": 67, "y": 0.29254090515768 }, { "x": 68, "y": 0.29552805281852 }, { "x": 69, "y": 0.29844705151253 }, { "x": 70, "y": 0.3012983267926 }, { "x": 71, "y": 0.30408238934995 }, { "x": 72, "y": 0.30679982859819 }, { "x": 73, "y": 0.30945130634491 }, { "x": 74, "y": 0.31203755059689 }, { "x": 75, "y": 0.31455934953574 }, { "x": 76, "y": 0.3170175456934 }, { "x": 77, "y": 0.31941303035011 }, { "x": 78, "y": 0.32174673817145 }, { "x": 79, "y": 0.32401964209629 }, { "x": 80, "y": 0.32623274848333 }, { "x": 81, "y": 0.32838709252001 }, { "x": 82, "y": 0.33048373389497 }, { "x": 83, "y": 0.33252375273223 }, { "x": 84, "y": 0.33450824578382 }, { "x": 85, "y": 0.3364383228752 }, { "x": 86, "y": 0.33831510359711 }, { "x": 87, "y": 0.34013971423597 }, { "x": 88, "y": 0.34191328493421 }, { "x": 89, "y": 0.34363694707171 }, { "x": 90, "y": 0.34531183085835 }, { "x": 91, "y": 0.34693906312821 }, { "x": 92, "y": 0.34851976532521 }, { "x": 93, "y": 0.35005505167029 }, { "x": 94, "y": 0.3515460275002 }, { "x": 95, "y": 0.35299378776802 }, { "x": 96, "y": 0.35439941569591 }, { "x": 97, "y": 0.35576398157058 }, { "x": 98, "y": 0.35708854167262 }, { "x": 99, "y": 0.35837413733066 }, { "x": 100, "y": 0.35962179409216 }, { "x": 101, "y": 0.36083252100261 }, { "x": 102, "y": 0.36200730998546 }, { "x": 103, "y": 0.36314713531545 }, { "x": 104, "y": 0.36425295317824 }, { "x": 105, "y": 0.36532570130984 }, { "x": 106, "y": 0.36636629870946 }, { "x": 107, "y": 0.36737564541992 }, { "x": 108, "y": 0.36835462236997 }, { "x": 109, "y": 0.36930409127331 }, { "x": 110, "y": 0.37022489457943 }, { "x": 111, "y": 0.37111785547146 }, { "x": 112, "y": 0.37198377790692 }, { "x": 113, "y": 0.37282344669721 }, { "x": 114, "y": 0.37363762762206 }, { "x": 115, "y": 0.37442706757545 }, { "x": 116, "y": 0.37519249473973 }, { "x": 117, "y": 0.3759346187849 }, { "x": 118, "y": 0.37665413109019 }, { "x": 119, "y": 0.37735170498541 }, { "x": 120, "y": 0.37802799600952 }, { "x": 121, "y": 0.37868364218435 }, { "x": 122, "y": 0.37931926430123 }, { "x": 123, "y": 0.37993546621883 }, { "x": 124, "y": 0.38053283517029 }, { "x": 125, "y": 0.38111194207811 } ] }, { "id": 250, "curve_id": "W1.1", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbines", "ci_detail": "1-MW capacity, 40-m hub height; fixed in the base; blades in feathered position minimizing the drag force", "source_type": "Peer-reviewed", "source_abbrev": "Jaimes et al. (2019)", "source_detail": "Jaimes, M. A., García-Soto, A. D., Martín del Campo, J. O., and Pozos-Estrada, A.: Probabilistic risk assessment on wind turbine towers subjected to cyclone-induced wind loads, Wind Energy, 23, 528–546, https://doi.org/10.1002/we.2436, 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "datapoints_given", "mu": 4.01004589565878, "sigma": 0.0707814587860094, "method": "Curve fitting", "mu_sigma_quality": 0.99972766849097083, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.010, σ=0.071, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Wind", "num_points": 86, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 1.9E-13 }, { "x": 33, "y": 1.468E-11 }, { "x": 34, "y": 6.5897E-10 }, { "x": 35, "y": 1.79688E-08 }, { "x": 36, "y": 3.1025487E-07 }, { "x": 37, "y": 3.52331439E-06 }, { "x": 38, "y": 2.726009043E-05 }, { "x": 39, "y": 0.00014855857728 }, { "x": 40, "y": 0.00058888445605 }, { "x": 41, "y": 0.00175288021753 }, { "x": 42, "y": 0.00404492706224 }, { "x": 43, "y": 0.0074745418721 }, { "x": 44, "y": 0.01146263693023 }, { "x": 45, "y": 0.01527438699443 }, { "x": 46, "y": 0.01892265721863 }, { "x": 47, "y": 0.02398737592882 }, { "x": 48, "y": 0.03398395269908 }, { "x": 49, "y": 0.05408074985205 }, { "x": 50, "y": 0.08982327036931 }, { "x": 51, "y": 0.14443624601423 }, { "x": 52, "y": 0.21584803667756 }, { "x": 53, "y": 0.2972079399114 }, { "x": 54, "y": 0.38217132687818 }, { "x": 55, "y": 0.46951883187139 }, { "x": 56, "y": 0.56157955479357 }, { "x": 57, "y": 0.6582902431024 }, { "x": 58, "y": 0.75354081533344 }, { "x": 59, "y": 0.83758852571671 }, { "x": 60, "y": 0.90277786371777 }, { "x": 61, "y": 0.94715366374709 }, { "x": 62, "y": 0.97384542399738 }, { "x": 63, "y": 0.98816691471488 }, { "x": 64, "y": 0.99508564653284 }, { "x": 65, "y": 0.99811931384826 }, { "x": 66, "y": 0.99933450529345 }, { "x": 67, "y": 0.99978156557927 }, { "x": 68, "y": 0.99993329863051 }, { "x": 69, "y": 0.99998099693326 }, { "x": 70, "y": 0.99999493489569 }, { "x": 71, "y": 0.99999873352923 }, { "x": 72, "y": 0.99999970216526 }, { "x": 73, "y": 0.99999993395752 }, { "x": 74, "y": 0.99999998615811 }, { "x": 75, "y": 0.99999999725142 }, { "x": 76, "y": 0.99999999948175 }, { "x": 77, "y": 0.99999999990701 }, { "x": 78, "y": 0.99999999998409 }, { "x": 79, "y": 0.9999999999974 }, { "x": 80, "y": 0.99999999999959 }, { "x": 81, "y": 0.99999999999994 }, { "x": 82, "y": 0.99999999999999 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 } ] }, { "id": 251, "curve_id": "W1.2", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbines", "ci_detail": "2.5-MW capacity, 80-m hub height; fixed in the base; blades in feathered position minimizing the drag force", "source_type": "Peer-reviewed", "source_abbrev": "Jaimes et al. (2019)", "source_detail": "Jaimes, M. A., García-Soto, A. D., Martín del Campo, J. O., and Pozos-Estrada, A.: Probabilistic risk assessment on wind turbine towers subjected to cyclone-induced wind loads, Wind Energy, 23, 528–546, https://doi.org/10.1002/we.2436, 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "datapoints_given", "mu": 3.8786719236637048, "sigma": 0.11170753909354947, "method": "Curve fitting", "mu_sigma_quality": 0.99826125787868936, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.879, σ=0.112, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Wind", "num_points": 86, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 1E-14 }, { "x": 29, "y": 1.64E-12 }, { "x": 30, "y": 1.0329E-10 }, { "x": 31, "y": 3.81103E-09 }, { "x": 32, "y": 8.649046E-08 }, { "x": 33, "y": 1.26154128E-06 }, { "x": 34, "y": 1.231267207E-05 }, { "x": 35, "y": 8.35336412E-05 }, { "x": 36, "y": 0.00040917868705 }, { "x": 37, "y": 0.00150771161033 }, { "x": 38, "y": 0.00438384512947 }, { "x": 39, "y": 0.01064193315006 }, { "x": 40, "y": 0.02287804693945 }, { "x": 41, "y": 0.04550535561645 }, { "x": 42, "y": 0.08468570795217 }, { "x": 43, "y": 0.14507964771706 }, { "x": 44, "y": 0.22400661509486 }, { "x": 45, "y": 0.30876520983905 }, { "x": 46, "y": 0.38298310971797 }, { "x": 47, "y": 0.43800558976279 }, { "x": 48, "y": 0.47760078934174 }, { "x": 49, "y": 0.51319636997098 }, { "x": 50, "y": 0.55684578893553 }, { "x": 51, "y": 0.61615348619006 }, { "x": 52, "y": 0.69088711358788 }, { "x": 53, "y": 0.77253373342753 }, { "x": 54, "y": 0.84858972682037 }, { "x": 55, "y": 0.90914970786627 }, { "x": 56, "y": 0.95079347962119 }, { "x": 57, "y": 0.97584558989416 }, { "x": 58, "y": 0.98920047792748 }, { "x": 59, "y": 0.99558059258781 }, { "x": 60, "y": 0.99833741669928 }, { "x": 61, "y": 0.99942275581319 }, { "x": 62, "y": 0.99981437555515 }, { "x": 63, "y": 0.99994453048522 }, { "x": 64, "y": 0.9999845475621 }, { "x": 65, "y": 0.99999597474226 }, { "x": 66, "y": 0.99999901660058 }, { "x": 67, "y": 0.99999977403254 }, { "x": 68, "y": 0.99999995102944 }, { "x": 69, "y": 0.9999999899644 }, { "x": 70, "y": 0.99999999805029 }, { "x": 71, "y": 0.99999999964003 }, { "x": 72, "y": 0.9999999999367 }, { "x": 73, "y": 0.99999999998937 }, { "x": 74, "y": 0.99999999999829 }, { "x": 75, "y": 0.99999999999974 }, { "x": 76, "y": 0.99999999999996 }, { "x": 77, "y": 0.99999999999999 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 } ] }, { "id": 252, "curve_id": "W1.3", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbines", "ci_detail": "3.3-MW capacity, 100-m hub height; fixed in the base; blades in feathered position minimizing the drag force", "source_type": "Peer-reviewed", "source_abbrev": "Jaimes et al. (2019)", "source_detail": "Jaimes, M. A., García-Soto, A. D., Martín del Campo, J. O., and Pozos-Estrada, A.: Probabilistic risk assessment on wind turbine towers subjected to cyclone-induced wind loads, Wind Energy, 23, 528–546, https://doi.org/10.1002/we.2436, 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "datapoints_given", "mu": 3.82914091740578, "sigma": 0.0971917356892982, "method": "Curve fitting", "mu_sigma_quality": 0.99966647809835374, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.829, σ=0.097, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Wind", "num_points": 86, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 6E-14 }, { "x": 27, "y": 6.04E-12 }, { "x": 28, "y": 3.388E-10 }, { "x": 29, "y": 1.11124E-08 }, { "x": 30, "y": 2.245455E-07 }, { "x": 31, "y": 2.92785007E-06 }, { "x": 32, "y": 2.568888071E-05 }, { "x": 33, "y": 0.00015764942179 }, { "x": 34, "y": 0.00070220771244 }, { "x": 35, "y": 0.00235693417443 }, { "x": 36, "y": 0.00620750813483 }, { "x": 37, "y": 0.01343412556762 }, { "x": 38, "y": 0.02521238299685 }, { "x": 39, "y": 0.04346608038681 }, { "x": 40, "y": 0.07197529215013 }, { "x": 41, "y": 0.11596635334022 }, { "x": 42, "y": 0.17882849943462 }, { "x": 43, "y": 0.2575288631727 }, { "x": 44, "y": 0.34200814750741 }, { "x": 45, "y": 0.42180360125067 }, { "x": 46, "y": 0.4938252221569 }, { "x": 47, "y": 0.56295507804457 }, { "x": 48, "y": 0.63581416384803 }, { "x": 49, "y": 0.71406735923105 }, { "x": 50, "y": 0.79244455515468 }, { "x": 51, "y": 0.86224567377145 }, { "x": 52, "y": 0.91674306887228 }, { "x": 53, "y": 0.9541375258216 }, { "x": 54, "y": 0.97689241850368 }, { "x": 55, "y": 0.98930259073361 }, { "x": 56, "y": 0.99542907178594 }, { "x": 57, "y": 0.99818972679824 }, { "x": 58, "y": 0.99933299716323 }, { "x": 59, "y": 0.99977057461563 }, { "x": 60, "y": 0.99992609523302 }, { "x": 61, "y": 0.99997763659478 }, { "x": 62, "y": 0.99999362470303 }, { "x": 63, "y": 0.99999828298878 }, { "x": 64, "y": 0.99999956195248 }, { "x": 65, "y": 0.99999989386425 }, { "x": 66, "y": 0.99999997551707 }, { "x": 67, "y": 0.99999999461051 }, { "x": 68, "y": 0.99999999886528 }, { "x": 69, "y": 0.99999999977101 }, { "x": 70, "y": 0.99999999995562 }, { "x": 71, "y": 0.99999999999172 }, { "x": 72, "y": 0.99999999999851 }, { "x": 73, "y": 0.99999999999974 }, { "x": 74, "y": 0.99999999999996 }, { "x": 75, "y": 0.99999999999999 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 } ] }, { "id": 253, "curve_id": "W21.10", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "School", "ci_detail": "Wooden roof structure", "source_type": "Peer-reviewed", "source_abbrev": "Acosta (2022)", "source_detail": "Acosta, T. S.: Risk assessment of low-rise educational buildings with wooden roof structures against severe wind loadings, Journal of Asian Architecture and Building Engineering, 21, 973–985, https://doi.org/10.1080/13467581.2021.1909596, 2022.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Lower Bound", "source_data_type": "formula_available", "mu": 4.5877712488870808, "sigma": 0.19704698692984843, "method": "Curve fitting", "mu_sigma_quality": 0.99613090917317426, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.588, σ=0.197, R²=0.996; Mu/sigma can be used for reconstruction (quality: 0.996); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "3s gust wind speed at 10 m height", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E)", "geography": "Philippines", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0.006 }, { "x": 38, "y": 0.006 }, { "x": 39, "y": 0.006 }, { "x": 40, "y": 0.006 }, { "x": 41, "y": 0.006 }, { "x": 42, "y": 0.006 }, { "x": 43, "y": 0.006 }, { "x": 44, "y": 0.006 }, { "x": 45, "y": 0.006 }, { "x": 46, "y": 0.006 }, { "x": 47, "y": 0.006 }, { "x": 48, "y": 0.006 }, { "x": 49, "y": 0.006 }, { "x": 50, "y": 0.008 }, { "x": 51, "y": 0.009 }, { "x": 52, "y": 0.01 }, { "x": 53, "y": 0.012 }, { "x": 54, "y": 0.012 }, { "x": 55, "y": 0.013 }, { "x": 56, "y": 0.013 }, { "x": 57, "y": 0.014 }, { "x": 58, "y": 0.014 }, { "x": 59, "y": 0.014 }, { "x": 60, "y": 0.016 }, { "x": 61, "y": 0.018 }, { "x": 62, "y": 0.019 }, { "x": 63, "y": 0.021 }, { "x": 64, "y": 0.023 }, { "x": 65, "y": 0.025 }, { "x": 66, "y": 0.027 }, { "x": 67, "y": 0.029 }, { "x": 68, "y": 0.031 }, { "x": 69, "y": 0.035 }, { "x": 70, "y": 0.038 }, { "x": 71, "y": 0.042 }, { "x": 72, "y": 0.046 }, { "x": 73, "y": 0.05 }, { "x": 74, "y": 0.06 }, { "x": 75, "y": 0.07 }, { "x": 76, "y": 0.081 }, { "x": 77, "y": 0.091 }, { "x": 78, "y": 0.106 }, { "x": 79, "y": 0.122 }, { "x": 80, "y": 0.139 }, { "x": 81, "y": 0.156 }, { "x": 82, "y": 0.175 }, { "x": 83, "y": 0.193 }, { "x": 84, "y": 0.212 }, { "x": 85, "y": 0.236 }, { "x": 86, "y": 0.268 }, { "x": 87, "y": 0.294 }, { "x": 88, "y": 0.312 }, { "x": 89, "y": 0.329 }, { "x": 90, "y": 0.347 }, { "x": 91, "y": 0.364 }, { "x": 92, "y": 0.38 }, { "x": 93, "y": 0.396 }, { "x": 94, "y": 0.412 }, { "x": 95, "y": 0.428 }, { "x": 96, "y": 0.446 }, { "x": 97, "y": 0.463 }, { "x": 98, "y": 0.481 }, { "x": 99, "y": 0.498 }, { "x": 100, "y": 0.515 } ] }, { "id": 254, "curve_id": "L8.10", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railway", "ci_detail": "Rainfall-triggered shallow landslides. Slope of 45 degrees", "source_type": "Peer-reviewed", "source_abbrev": "Martinović et al. (2016)", "source_detail": "Martinović, K., Gavin, K., and Reale, C.: Assessing the Vulnerability of Irish Rail Network Earthworks, Transportation Research Procedia, 14, 1904–1913, https://doi.org/10.1016/j.trpro.2016.05.157, 2016.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Medium", "source_data_type": "figure_given", "mu": 3.0884453916744308, "sigma": 0.15311405246261181, "method": "Curve fitting", "mu_sigma_quality": 0.99757089131615817, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.088, σ=0.153, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: figure_given; Source provides original data points", "intensity_measure": "Rainfall intensity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+A)", "geography": "Ireland", "hazard_type": "Landslide", "num_points": 24, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.005 }, { "x": 2, "y": 0.006 }, { "x": 3, "y": 0.006 }, { "x": 4, "y": 0.007 }, { "x": 5, "y": 0.007 }, { "x": 6, "y": 0.007 }, { "x": 7, "y": 0.008 }, { "x": 8, "y": 0.008 }, { "x": 9, "y": 0.009 }, { "x": 10, "y": 0.009 }, { "x": 11, "y": 0.01 }, { "x": 12, "y": 0.011 }, { "x": 13, "y": 0.012 }, { "x": 14, "y": 0.014 }, { "x": 15, "y": 0.018 }, { "x": 16, "y": 0.027 }, { "x": 17, "y": 0.051 }, { "x": 18, "y": 0.087 }, { "x": 19, "y": 0.166 }, { "x": 20, "y": 0.272 }, { "x": 21, "y": 0.398 }, { "x": 22, "y": 0.513 }, { "x": 23, "y": 0.611 } ] }, { "id": 255, "curve_id": "L8.11", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railway", "ci_detail": "Rainfall-triggered shallow landslides. Slope of 47.5 degrees", "source_type": "Peer-reviewed", "source_abbrev": "Martinović et al. (2016)", "source_detail": "Martinović, K., Gavin, K., and Reale, C.: Assessing the Vulnerability of Irish Rail Network Earthworks, Transportation Research Procedia, 14, 1904–1913, https://doi.org/10.1016/j.trpro.2016.05.157, 2016.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Medium", "source_data_type": "figure_given", "mu": 2.9526834550208827, "sigma": 0.12665611037844185, "method": "Curve fitting", "mu_sigma_quality": 0.99690848272895771, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.953, σ=0.127, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: figure_given; Source provides original data points", "intensity_measure": "Rainfall intensity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+A)", "geography": "Ireland", "hazard_type": "Landslide", "num_points": 24, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.006 }, { "x": 2, "y": 0.007 }, { "x": 3, "y": 0.009 }, { "x": 4, "y": 0.01 }, { "x": 5, "y": 0.012 }, { "x": 6, "y": 0.013 }, { "x": 7, "y": 0.014 }, { "x": 8, "y": 0.016 }, { "x": 9, "y": 0.017 }, { "x": 10, "y": 0.018 }, { "x": 11, "y": 0.021 }, { "x": 12, "y": 0.027 }, { "x": 13, "y": 0.032 }, { "x": 14, "y": 0.037 }, { "x": 15, "y": 0.052 }, { "x": 16, "y": 0.085 }, { "x": 17, "y": 0.167 }, { "x": 18, "y": 0.292 }, { "x": 19, "y": 0.468 }, { "x": 20, "y": 0.65 }, { "x": 21, "y": 0.777 }, { "x": 22, "y": 0.859 }, { "x": 23, "y": 0.914 } ] }, { "id": 256, "curve_id": "L8.8", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railway", "ci_detail": "Rainfall-triggered shallow landslides. Slope of 40 degrees", "source_type": "Peer-reviewed", "source_abbrev": "Martinović et al. (2016)", "source_detail": "Martinović, K., Gavin, K., and Reale, C.: Assessing the Vulnerability of Irish Rail Network Earthworks, Transportation Research Procedia, 14, 1904–1913, https://doi.org/10.1016/j.trpro.2016.05.157, 2016.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Medium", "source_data_type": "figure_given", "mu": 3.3482269923654031, "sigma": 0.11589847784441459, "method": "Curve fitting", "mu_sigma_quality": 0.99812875009039648, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.348, σ=0.116, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: figure_given; Source provides original data points", "intensity_measure": "Rainfall intensity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+A)", "geography": "Ireland", "hazard_type": "Landslide", "num_points": 24, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0.004 }, { "x": 22, "y": 0.014 }, { "x": 23, "y": 0.033 } ] }, { "id": 257, "curve_id": "L8.9", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railway", "ci_detail": "Rainfall-triggered shallow landslides. Slope of 42.5 degrees", "source_type": "Peer-reviewed", "source_abbrev": "Martinović et al. (2016)", "source_detail": "Martinović, K., Gavin, K., and Reale, C.: Assessing the Vulnerability of Irish Rail Network Earthworks, Transportation Research Procedia, 14, 1904–1913, https://doi.org/10.1016/j.trpro.2016.05.157, 2016.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Medium", "source_data_type": "figure_given", "mu": 3.2128049431732686, "sigma": 0.17883775455035539, "method": "Curve fitting", "mu_sigma_quality": 0.99854097925886132, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.213, σ=0.179, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "Rainfall intensity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+A)", "geography": "Ireland", "hazard_type": "Landslide", "num_points": 24, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0.01 }, { "x": 15, "y": 0.01 }, { "x": 16, "y": 0.01 }, { "x": 17, "y": 0.019 }, { "x": 18, "y": 0.036 }, { "x": 19, "y": 0.061 }, { "x": 20, "y": 0.111 }, { "x": 21, "y": 0.173 }, { "x": 22, "y": 0.255 }, { "x": 23, "y": 0.329 } ] }, { "id": 258, "curve_id": "E8.25", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. No primary reinforcement. Friction angle of the backfill soil of 30°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 3.9145299445264938, "sigma": 0.40199873023971133, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.915, σ=0.402, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 1.24E-12 }, { "x": 4, "y": 1.5959E-10 }, { "x": 5, "y": 4.90221E-09 }, { "x": 6, "y": 6.440176E-08 }, { "x": 7, "y": 4.8635711E-07 }, { "x": 8, "y": 2.49853208E-06 }, { "x": 9, "y": 9.68996847E-06 }, { "x": 10, "y": 3.038178829E-05 }, { "x": 11, "y": 8.073388565E-05 }, { "x": 12, "y": 0.00018806580468 }, { "x": 13, "y": 0.00039371450496 }, { "x": 14, "y": 0.00075481101339 }, { "x": 15, "y": 0.00134457668182 }, { "x": 16, "y": 0.00225102272678 }, { "x": 17, "y": 0.00357419866559 }, { "x": 18, "y": 0.00542232417193 }, { "x": 19, "y": 0.00790723742636 }, { "x": 20, "y": 0.0111396089966 }, { "x": 21, "y": 0.01522432457399 }, { "x": 22, "y": 0.02025635694026 }, { "x": 23, "y": 0.02631734922096 }, { "x": 24, "y": 0.03347303433301 }, { "x": 25, "y": 0.04177153020602 }, { "x": 26, "y": 0.05124248234169 }, { "x": 27, "y": 0.06189697615341 }, { "x": 28, "y": 0.07372811026861 }, { "x": 29, "y": 0.08671210606092 }, { "x": 30, "y": 0.10080982494551 }, { "x": 31, "y": 0.11596857019585 }, { "x": 32, "y": 0.13212406128424 }, { "x": 33, "y": 0.14920248353756 }, { "x": 34, "y": 0.16712253228016 }, { "x": 35, "y": 0.18579738715715 }, { "x": 36, "y": 0.20513656799131 }, { "x": 37, "y": 0.22504763768991 }, { "x": 38, "y": 0.2454377300401 }, { "x": 39, "y": 0.26621489058505 }, { "x": 40, "y": 0.28728922718163 }, { "x": 41, "y": 0.30857387342937 }, { "x": 42, "y": 0.32998577311345 }, { "x": 43, "y": 0.35144629733642 }, { "x": 44, "y": 0.37288170834523 }, { "x": 45, "y": 0.39422348540684 }, { "x": 46, "y": 0.41540852864616 }, { "x": 47, "y": 0.43637925671053 }, { "x": 48, "y": 0.4570836136205 }, { "x": 49, "y": 0.4774749993357 }, { "x": 50, "y": 0.49751213751538 }, { "x": 51, "y": 0.51715889277229 }, { "x": 52, "y": 0.53638404847397 }, { "x": 53, "y": 0.55516105488981 }, { "x": 54, "y": 0.57346775625515 }, { "x": 55, "y": 0.59128610415189 }, { "x": 56, "y": 0.60860186350944 }, { "x": 57, "y": 0.62540431651997 }, { "x": 58, "y": 0.64168596884599 }, { "x": 59, "y": 0.65744226167666 }, { "x": 60, "y": 0.6726712924614 }, { "x": 61, "y": 0.68737354651132 }, { "x": 62, "y": 0.70155164110569 }, { "x": 63, "y": 0.71521008326575 }, { "x": 64, "y": 0.7283550419554 }, { "x": 65, "y": 0.74099413512969 }, { "x": 66, "y": 0.7531362317721 }, { "x": 67, "y": 0.7647912688326 }, { "x": 68, "y": 0.77597008279428 }, { "x": 69, "y": 0.78668425545169 }, { "x": 70, "y": 0.79694597337267 }, { "x": 71, "y": 0.80676790043307 }, { "x": 72, "y": 0.8161630627556 }, { "x": 73, "y": 0.82514474534646 }, { "x": 74, "y": 0.83372639970266 }, { "x": 75, "y": 0.84192156165607 }, { "x": 76, "y": 0.84974377872457 }, { "x": 77, "y": 0.85720654625429 }, { "x": 78, "y": 0.86432325165684 }, { "x": 79, "y": 0.87110712607153 }, { "x": 80, "y": 0.87757120281168 }, { "x": 81, "y": 0.88372828198676 }, { "x": 82, "y": 0.88959090072577 }, { "x": 83, "y": 0.89517130846237 }, { "x": 84, "y": 0.90048144677737 }, { "x": 85, "y": 0.90553293332905 }, { "x": 86, "y": 0.91033704943603 }, { "x": 87, "y": 0.9149047309108 }, { "x": 88, "y": 0.91924656177359 }, { "x": 89, "y": 0.9233727705074 }, { "x": 90, "y": 0.92729322854344 }, { "x": 91, "y": 0.93101745069409 }, { "x": 92, "y": 0.93455459727602 }, { "x": 93, "y": 0.93791347769026 }, { "x": 94, "y": 0.94110255524854 }, { "x": 95, "y": 0.94412995305585 }, { "x": 96, "y": 0.94700346077884 }, { "x": 97, "y": 0.949730542147 }, { "x": 98, "y": 0.95231834305034 }, { "x": 99, "y": 0.95477370011205 }, { "x": 100, "y": 0.95710314962839 }, { "x": 101, "y": 0.95931293678062 }, { "x": 102, "y": 0.96140902503514 }, { "x": 103, "y": 0.96339710565833 }, { "x": 104, "y": 0.96528260728196 }, { "x": 105, "y": 0.96707070546354 }, { "x": 106, "y": 0.96876633219347 }, { "x": 107, "y": 0.97037418530789 }, { "x": 108, "y": 0.9718987377721 }, { "x": 109, "y": 0.97334424680499 }, { "x": 110, "y": 0.97471476281998 }, { "x": 111, "y": 0.97601413816195 }, { "x": 112, "y": 0.97724603562396 }, { "x": 113, "y": 0.97841393673073 }, { "x": 114, "y": 0.97952114977892 }, { "x": 115, "y": 0.98057081762687 }, { "x": 116, "y": 0.98156592522904 }, { "x": 117, "y": 0.982509306912 }, { "x": 118, "y": 0.98340365339093 }, { "x": 119, "y": 0.98425151852703 }, { "x": 120, "y": 0.9850553258274 }, { "x": 121, "y": 0.98581737469032 }, { "x": 122, "y": 0.9865398463995 }, { "x": 123, "y": 0.98722480987195 }, { "x": 124, "y": 0.98787422716465 }, { "x": 125, "y": 0.98848995874558 }, { "x": 126, "y": 0.9890737685355 }, { "x": 127, "y": 0.98962732872667 }, { "x": 128, "y": 0.99015222438546 }, { "x": 129, "y": 0.99064995784568 }, { "x": 130, "y": 0.99112195289963 }, { "x": 131, "y": 0.99156955879395 }, { "x": 132, "y": 0.99199405403745 }, { "x": 133, "y": 0.99239665002793 }, { "x": 134, "y": 0.99277849450505 }, { "x": 135, "y": 0.99314067483617 }, { "x": 136, "y": 0.99348422114191 }, { "x": 137, "y": 0.99381010926832 }, { "x": 138, "y": 0.99411926361196 }, { "x": 139, "y": 0.99441255980443 }, { "x": 140, "y": 0.99469082726245 }, { "x": 141, "y": 0.99495485160964 }, { "x": 142, "y": 0.99520537697563 }, { "x": 143, "y": 0.9954431081784 }, { "x": 144, "y": 0.99566871279503 }, { "x": 145, "y": 0.99588282312631 }, { "x": 146, "y": 0.99608603806017 }, { "x": 147, "y": 0.9962789248388 }, { "x": 148, "y": 0.99646202073414 }, { "x": 149, "y": 0.9966358346362 }, { "x": 150, "y": 0.99680084855856 }, { "x": 151, "y": 0.99695751906504 }, { "x": 152, "y": 0.99710627862161 }, { "x": 153, "y": 0.99724753687716 }, { "x": 154, "y": 0.99738168187688 }, { "x": 155, "y": 0.99750908121153 }, { "x": 156, "y": 0.99763008310589 }, { "x": 157, "y": 0.99774501744963 }, { "x": 158, "y": 0.99785419677346 }, { "x": 159, "y": 0.99795791717331 }, { "x": 160, "y": 0.99805645918552 }, { "x": 161, "y": 0.9981500886152 }, { "x": 162, "y": 0.99823905732062 }, { "x": 163, "y": 0.99832360395553 }, { "x": 164, "y": 0.99840395467203 }, { "x": 165, "y": 0.99848032378566 }, { "x": 166, "y": 0.99855291440505 }, { "x": 167, "y": 0.99862191902781 }, { "x": 168, "y": 0.99868752010449 }, { "x": 169, "y": 0.99874989057238 }, { "x": 170, "y": 0.99880919436062 }, { "x": 171, "y": 0.99886558686831 }, { "x": 172, "y": 0.9989192154169 }, { "x": 173, "y": 0.99897021967842 }, { "x": 174, "y": 0.99901873208066 }, { "x": 175, "y": 0.99906487819064 }, { "x": 176, "y": 0.99910877707755 }, { "x": 177, "y": 0.99915054165617 }, { "x": 178, "y": 0.99919027901197 }, { "x": 179, "y": 0.99922809070866 }, { "x": 180, "y": 0.99926407307938 }, { "x": 181, "y": 0.99929831750223 }, { "x": 182, "y": 0.99933091066105 }, { "x": 183, "y": 0.99936193479225 }, { "x": 184, "y": 0.99939146791848 }, { "x": 185, "y": 0.99941958406969 }, { "x": 186, "y": 0.99944635349252 }, { "x": 187, "y": 0.99947184284841 }, { "x": 188, "y": 0.99949611540115 }, { "x": 189, "y": 0.99951923119447 }, { "x": 190, "y": 0.99954124722012 }, { "x": 191, "y": 0.99956221757699 }, { "x": 192, "y": 0.99958219362183 }, { "x": 193, "y": 0.99960122411187 }, { "x": 194, "y": 0.9996193553399 }, { "x": 195, "y": 0.99963663126219 }, { "x": 196, "y": 0.99965309361963 }, { "x": 197, "y": 0.99966878205237 }, { "x": 198, "y": 0.99968373420852 }, { "x": 199, "y": 0.99969798584698 }, { "x": 200, "y": 0.99971157093492 } ] }, { "id": 259, "curve_id": "E8.26", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. No primary reinforcement. Friction angle of the backfill soil of 35°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.1254080981216461, "sigma": 0.40959629983144819, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.125, σ=0.410, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 7E-14 }, { "x": 4, "y": 1.136E-11 }, { "x": 5, "y": 4.0601E-10 }, { "x": 6, "y": 6.08114E-09 }, { "x": 7, "y": 5.157425E-08 }, { "x": 8, "y": 2.9405591E-07 }, { "x": 9, "y": 1.25373221E-06 }, { "x": 10, "y": 4.28768705E-06 }, { "x": 11, "y": 1.234588705E-05 }, { "x": 12, "y": 3.098688431E-05 }, { "x": 13, "y": 6.955421489E-05 }, { "x": 14, "y": 0.00014236047555 }, { "x": 15, "y": 0.00026970911229 }, { "x": 16, "y": 0.00047860351656 }, { "x": 17, "y": 0.00080303847821 }, { "x": 18, "y": 0.00128382624857 }, { "x": 19, "y": 0.00196796569553 }, { "x": 20, "y": 0.00290760945735 }, { "x": 21, "y": 0.00415871615039 }, { "x": 22, "y": 0.00577949173295 }, { "x": 23, "y": 0.00782872771516 }, { "x": 24, "y": 0.01036413699428 }, { "x": 25, "y": 0.01344077404805 }, { "x": 26, "y": 0.01710960819873 }, { "x": 27, "y": 0.021416299291 }, { "x": 28, "y": 0.02640020637439 }, { "x": 29, "y": 0.03209364315748 }, { "x": 30, "y": 0.03852137985722 }, { "x": 31, "y": 0.0457003799041 }, { "x": 32, "y": 0.05363975176173 }, { "x": 33, "y": 0.06234089064247 }, { "x": 34, "y": 0.07179778178893 }, { "x": 35, "y": 0.08199743583087 }, { "x": 36, "y": 0.09292042709789 }, { "x": 37, "y": 0.10454150727417 }, { "x": 38, "y": 0.11683026907518 }, { "x": 39, "y": 0.12975183740842 }, { "x": 40, "y": 0.14326756851248 }, { "x": 41, "y": 0.1573357406613 }, { "x": 42, "y": 0.17191222303436 }, { "x": 43, "y": 0.18695111218877 }, { "x": 44, "y": 0.20240532816129 }, { "x": 45, "y": 0.21822716453967 }, { "x": 46, "y": 0.23436878885702 }, { "x": 47, "y": 0.25078269138099 }, { "x": 48, "y": 0.26742208180094 }, { "x": 49, "y": 0.28424123448269 }, { "x": 50, "y": 0.30119578388327 }, { "x": 51, "y": 0.31824297242539 }, { "x": 52, "y": 0.3353418536501 }, { "x": 53, "y": 0.35245345382188 }, { "x": 54, "y": 0.36954089538072 }, { "x": 55, "y": 0.3865694857416 }, { "x": 56, "y": 0.40350677495679 }, { "x": 57, "y": 0.42032258569784 }, { "x": 58, "y": 0.43698901889919 }, { "x": 59, "y": 0.45348043824886 }, { "x": 60, "y": 0.46977343652427 }, { "x": 61, "y": 0.48584678656475 }, { "x": 62, "y": 0.50168137945412 }, { "x": 63, "y": 0.51726015226324 }, { "x": 64, "y": 0.53256800748057 }, { "x": 65, "y": 0.54759172604082 }, { "x": 66, "y": 0.56231987565227 }, { "x": 67, "y": 0.57674271592417 }, { "x": 68, "y": 0.59085210160805 }, { "x": 69, "y": 0.60464138509243 }, { "x": 70, "y": 0.61810531912924 }, { "x": 71, "y": 0.63123996062273 }, { "x": 72, "y": 0.6440425761779 }, { "x": 73, "y": 0.65651154998413 }, { "x": 74, "y": 0.66864629450158 }, { "x": 75, "y": 0.68044716432128 }, { "x": 76, "y": 0.69191537348465 }, { "x": 77, "y": 0.70305291647297 }, { "x": 78, "y": 0.71386249301221 }, { "x": 79, "y": 0.72434743678196 }, { "x": 80, "y": 0.7345116480687 }, { "x": 81, "y": 0.74435953036209 }, { "x": 82, "y": 0.75389593085852 }, { "x": 83, "y": 0.76312608480694 }, { "x": 84, "y": 0.77205556360821 }, { "x": 85, "y": 0.78069022656009 }, { "x": 86, "y": 0.78903617612487 }, { "x": 87, "y": 0.79709971658478 }, { "x": 88, "y": 0.80488731594218 }, { "x": 89, "y": 0.81240557091516 }, { "x": 90, "y": 0.81966117487596 }, { "x": 91, "y": 0.82666088857776 }, { "x": 92, "y": 0.83341151351534 }, { "x": 93, "y": 0.83991986776658 }, { "x": 94, "y": 0.84619276416418 }, { "x": 95, "y": 0.85223699065036 }, { "x": 96, "y": 0.85805929267151 }, { "x": 97, "y": 0.86366635747442 }, { "x": 98, "y": 0.86906480017102 }, { "x": 99, "y": 0.87426115144399 }, { "x": 100, "y": 0.87926184677121 }, { "x": 101, "y": 0.88407321705314 }, { "x": 102, "y": 0.88870148053295 }, { "x": 103, "y": 0.89315273590508 }, { "x": 104, "y": 0.89743295651406 }, { "x": 105, "y": 0.90154798555084 }, { "x": 106, "y": 0.90550353215972 }, { "x": 107, "y": 0.9093051683744 }, { "x": 108, "y": 0.91295832680696 }, { "x": 109, "y": 0.91646829901859 }, { "x": 110, "y": 0.91984023450596 }, { "x": 111, "y": 0.92307914024159 }, { "x": 112, "y": 0.92618988071108 }, { "x": 113, "y": 0.92917717839448 }, { "x": 114, "y": 0.93204561464266 }, { "x": 115, "y": 0.93479963090381 }, { "x": 116, "y": 0.93744353025833 }, { "x": 117, "y": 0.93998147922403 }, { "x": 118, "y": 0.94241750979651 }, { "x": 119, "y": 0.94475552169264 }, { "x": 120, "y": 0.94699928476777 }, { "x": 121, "y": 0.94915244157989 }, { "x": 122, "y": 0.95121851007626 }, { "x": 123, "y": 0.95320088638057 }, { "x": 124, "y": 0.95510284766015 }, { "x": 125, "y": 0.95692755505553 }, { "x": 126, "y": 0.95867805665545 }, { "x": 127, "y": 0.96035729050303 }, { "x": 128, "y": 0.96196808761944 }, { "x": 129, "y": 0.96351317503355 }, { "x": 130, "y": 0.96499517880685 }, { "x": 131, "y": 0.96641662704427 }, { "x": 132, "y": 0.96777995288264 }, { "x": 133, "y": 0.96908749744956 }, { "x": 134, "y": 0.97034151278621 }, { "x": 135, "y": 0.97154416472857 }, { "x": 136, "y": 0.9726975357423 }, { "x": 137, "y": 0.97380362770726 }, { "x": 138, "y": 0.97486436464797 }, { "x": 139, "y": 0.97588159540735 }, { "x": 140, "y": 0.97685709626132 }, { "x": 141, "y": 0.97779257347218 }, { "x": 142, "y": 0.97868966577954 }, { "x": 143, "y": 0.97954994682743 }, { "x": 144, "y": 0.98037492752705 }, { "x": 145, "y": 0.98116605835451 }, { "x": 146, "y": 0.98192473158348 }, { "x": 147, "y": 0.98265228345271 }, { "x": 148, "y": 0.98334999626877 }, { "x": 149, "y": 0.98401910044438 }, { "x": 150, "y": 0.98466077647299 }, { "x": 151, "y": 0.98527615684029 }, { "x": 152, "y": 0.9858663278737 }, { "x": 153, "y": 0.98643233153063 }, { "x": 154, "y": 0.98697516712669 }, { "x": 155, "y": 0.98749579300507 }, { "x": 156, "y": 0.98799512814821 }, { "x": 157, "y": 0.98847405373304 }, { "x": 158, "y": 0.98893341463125 }, { "x": 159, "y": 0.98937402085577 }, { "x": 160, "y": 0.98979664895498 }, { "x": 161, "y": 0.9902020433559 }, { "x": 162, "y": 0.990590917658 }, { "x": 163, "y": 0.99096395587874 }, { "x": 164, "y": 0.99132181365256 }, { "x": 165, "y": 0.99166511938443 }, { "x": 166, "y": 0.99199447535968 }, { "x": 167, "y": 0.99231045881116 }, { "x": 168, "y": 0.99261362294535 }, { "x": 169, "y": 0.99290449792865 }, { "x": 170, "y": 0.99318359183517 }, { "x": 171, "y": 0.99345139155743 }, { "x": 172, "y": 0.99370836368105 }, { "x": 173, "y": 0.9939549553249 }, { "x": 174, "y": 0.99419159494778 }, { "x": 175, "y": 0.99441869312286 }, { "x": 176, "y": 0.9946366432811 }, { "x": 177, "y": 0.99484582242465 }, { "x": 178, "y": 0.99504659181153 }, { "x": 179, "y": 0.99523929761244 }, { "x": 180, "y": 0.99542427154087 }, { "x": 181, "y": 0.99560183145759 }, { "x": 182, "y": 0.99577228195026 }, { "x": 183, "y": 0.99593591488934 }, { "x": 184, "y": 0.99609300996111 }, { "x": 185, "y": 0.99624383517871 }, { "x": 186, "y": 0.99638864737206 }, { "x": 187, "y": 0.99652769265746 }, { "x": 188, "y": 0.99666120688771 }, { "x": 189, "y": 0.99678941608354 }, { "x": 190, "y": 0.99691253684704 }, { "x": 191, "y": 0.99703077675781 }, { "x": 192, "y": 0.9971443347526 }, { "x": 193, "y": 0.99725340148908 }, { "x": 194, "y": 0.99735815969423 }, { "x": 195, "y": 0.9974587844983 }, { "x": 196, "y": 0.99755544375458 }, { "x": 197, "y": 0.99764829834581 }, { "x": 198, "y": 0.99773750247764 }, { "x": 199, "y": 0.99782320395973 }, { "x": 200, "y": 0.99790554447504 } ] }, { "id": 260, "curve_id": "E8.27", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. No primary reinforcement. Friction angle of the backfill soil of 40°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.2894421820987745, "sigma": 0.41550616018587289, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.289, σ=0.416, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 1E-14 }, { "x": 4, "y": 1.4E-12 }, { "x": 5, "y": 5.593E-11 }, { "x": 6, "y": 9.2088E-10 }, { "x": 7, "y": 8.49333E-09 }, { "x": 8, "y": 5.222247E-08 }, { "x": 9, "y": 2.3849227E-07 }, { "x": 10, "y": 8.6876924E-07 }, { "x": 11, "y": 2.65196983E-06 }, { "x": 12, "y": 7.0281014E-06 }, { "x": 13, "y": 1.659891592E-05 }, { "x": 14, "y": 3.563788236E-05 }, { "x": 15, "y": 7.063299466E-05 }, { "x": 16, "y": 0.00013080603258 }, { "x": 17, "y": 0.00022855194979 }, { "x": 18, "y": 0.00037975061557 }, { "x": 19, "y": 0.00060391733458 }, { "x": 20, "y": 0.00092417524857 }, { "x": 21, "y": 0.00136704913686 }, { "x": 22, "y": 0.00196209430246 }, { "x": 23, "y": 0.00274138502699 }, { "x": 24, "y": 0.00373889410548 }, { "x": 25, "y": 0.004989798383 }, { "x": 26, "y": 0.00652974551279 }, { "x": 27, "y": 0.00839411501493 }, { "x": 28, "y": 0.01061730285565 }, { "x": 29, "y": 0.0132320538617 }, { "x": 30, "y": 0.01626886090715 }, { "x": 31, "y": 0.01975544441594 }, { "x": 32, "y": 0.02371632064537 }, { "x": 33, "y": 0.02817246267521 }, { "x": 34, "y": 0.03314105415081 }, { "x": 35, "y": 0.03863533266829 }, { "x": 36, "y": 0.04466451724105 }, { "x": 37, "y": 0.05123381250672 }, { "x": 38, "y": 0.05834448115268 }, { "x": 39, "y": 0.06599397537593 }, { "x": 40, "y": 0.07417611796218 }, { "x": 41, "y": 0.08288132368478 }, { "x": 42, "y": 0.09209685210723 }, { "x": 43, "y": 0.10180708345146 }, { "x": 44, "y": 0.11199380990681 }, { "x": 45, "y": 0.1226365355484 }, { "x": 46, "y": 0.13371277886611 }, { "x": 47, "y": 0.14519837274272 }, { "x": 48, "y": 0.15706775753523 }, { "x": 49, "y": 0.16929426368823 }, { "x": 50, "y": 0.1818503810292 }, { "x": 51, "y": 0.19470801255346 }, { "x": 52, "y": 0.20783871109722 }, { "x": 53, "y": 0.22121389781958 }, { "x": 54, "y": 0.23480506186752 }, { "x": 55, "y": 0.24858394098728 }, { "x": 56, "y": 0.26252268317172 }, { "x": 57, "y": 0.27659398970376 }, { "x": 58, "y": 0.29077124017377 }, { "x": 59, "y": 0.30502860022042 }, { "x": 60, "y": 0.31934111287485 }, { "x": 61, "y": 0.33368477448209 }, { "x": 62, "y": 0.3480365962371 }, { "x": 63, "y": 0.36237465240882 }, { "x": 64, "y": 0.37667811634054 }, { "x": 65, "y": 0.39092728530995 }, { "x": 66, "y": 0.40510359531362 }, { "x": 67, "y": 0.41918962680887 }, { "x": 68, "y": 0.43316910240579 }, { "x": 69, "y": 0.4470268774544 }, { "x": 70, "y": 0.46074892441952 }, { "x": 71, "y": 0.47432231187995 }, { "x": 72, "y": 0.48773517893101 }, { "x": 73, "y": 0.50097670571088 }, { "x": 74, "y": 0.51403708071319 }, { "x": 75, "y": 0.52690746549121 }, { "x": 76, "y": 0.53957995730348 }, { "x": 77, "y": 0.55204755019754 }, { "x": 78, "y": 0.56430409497758 }, { "x": 79, "y": 0.57634425845382 }, { "x": 80, "y": 0.58816348232604 }, { "x": 81, "y": 0.59975794201194 }, { "x": 82, "y": 0.61112450569122 }, { "x": 83, "y": 0.62226069380064 }, { "x": 84, "y": 0.63316463918162 }, { "x": 85, "y": 0.64383504805182 }, { "x": 86, "y": 0.65427116194422 }, { "x": 87, "y": 0.66447272073218 }, { "x": 88, "y": 0.67443992683652 }, { "x": 89, "y": 0.68417341069005 }, { "x": 90, "y": 0.69367419751715 }, { "x": 91, "y": 0.70294367546956 }, { "x": 92, "y": 0.71198356514572 }, { "x": 93, "y": 0.7207958905081 }, { "x": 94, "y": 0.7293829512023 }, { "x": 95, "y": 0.73774729627212 }, { "x": 96, "y": 0.74589169925664 }, { "x": 97, "y": 0.75381913464856 }, { "x": 98, "y": 0.76153275568686 }, { "x": 99, "y": 0.76903587345247 }, { "x": 100, "y": 0.77633193723098 }, { "x": 101, "y": 0.78342451610387 }, { "x": 102, "y": 0.79031728172663 }, { "x": 103, "y": 0.7970139922506 }, { "x": 104, "y": 0.80351847734388 }, { "x": 105, "y": 0.80983462426564 }, { "x": 106, "y": 0.81596636494794 }, { "x": 107, "y": 0.82191766403881 }, { "x": 108, "y": 0.82769250786062 }, { "x": 109, "y": 0.83329489423837 }, { "x": 110, "y": 0.83872882315294 }, { "x": 111, "y": 0.84399828817546 }, { "x": 112, "y": 0.84910726863991 }, { "x": 113, "y": 0.85405972251208 }, { "x": 114, "y": 0.85885957991466 }, { "x": 115, "y": 0.86351073726906 }, { "x": 116, "y": 0.86801705201638 }, { "x": 117, "y": 0.87238233788123 }, { "x": 118, "y": 0.87661036064357 }, { "x": 119, "y": 0.88070483438519 }, { "x": 120, "y": 0.88466941817908 }, { "x": 121, "y": 0.88850771319123 }, { "x": 122, "y": 0.892223260166 }, { "x": 123, "y": 0.89581953726763 }, { "x": 124, "y": 0.89929995825179 }, { "x": 125, "y": 0.90266787094247 }, { "x": 126, "y": 0.90592655599093 }, { "x": 127, "y": 0.90907922589472 }, { "x": 128, "y": 0.91212902425583 }, { "x": 129, "y": 0.91507902525853 }, { "x": 130, "y": 0.91793223334851 }, { "x": 131, "y": 0.92069158309591 }, { "x": 132, "y": 0.92335993922618 }, { "x": 133, "y": 0.92594009680341 }, { "x": 134, "y": 0.92843478155211 }, { "x": 135, "y": 0.93084665030397 }, { "x": 136, "y": 0.93317829155729 }, { "x": 137, "y": 0.93543222613759 }, { "x": 138, "y": 0.9376109079485 }, { "x": 139, "y": 0.93971672480295 }, { "x": 140, "y": 0.94175199932555 }, { "x": 141, "y": 0.94371898991725 }, { "x": 142, "y": 0.94561989177453 }, { "x": 143, "y": 0.94745683795563 }, { "x": 144, "y": 0.94923190048709 }, { "x": 145, "y": 0.95094709150412 }, { "x": 146, "y": 0.95260436441931 }, { "x": 147, "y": 0.95420561511409 }, { "x": 148, "y": 0.95575268314819 }, { "x": 149, "y": 0.95724735298259 }, { "x": 150, "y": 0.95869135521195 }, { "x": 151, "y": 0.9600863678026 }, { "x": 152, "y": 0.96143401733299 }, { "x": 153, "y": 0.96273588023317 }, { "x": 154, "y": 0.96399348402082 }, { "x": 155, "y": 0.9652083085311 }, { "x": 156, "y": 0.96638178713821 }, { "x": 157, "y": 0.96751530796643 }, { "x": 158, "y": 0.96861021508904 }, { "x": 159, "y": 0.96966780971332 }, { "x": 160, "y": 0.97068935135034 }, { "x": 161, "y": 0.97167605896817 }, { "x": 162, "y": 0.9726291121275 }, { "x": 163, "y": 0.97354965209861 }, { "x": 164, "y": 0.97443878295898 }, { "x": 165, "y": 0.97529757267082 }, { "x": 166, "y": 0.97612705413786 }, { "x": 167, "y": 0.976928226241 }, { "x": 168, "y": 0.97770205485248 }, { "x": 169, "y": 0.97844947382812 }, { "x": 170, "y": 0.97917138597761 }, { "x": 171, "y": 0.97986866401252 }, { "x": 172, "y": 0.98054215147219 }, { "x": 173, "y": 0.98119266362717 }, { "x": 174, "y": 0.98182098836061 }, { "x": 175, "y": 0.98242788702735 }, { "x": 176, "y": 0.98301409529112 }, { "x": 177, "y": 0.98358032393985 }, { "x": 178, "y": 0.98412725967933 }, { "x": 179, "y": 0.98465556590553 }, { "x": 180, "y": 0.98516588345579 }, { "x": 181, "y": 0.98565883133913 }, { "x": 182, "y": 0.98613500744611 }, { "x": 183, "y": 0.98659498923844 }, { "x": 184, "y": 0.98703933441879 }, { "x": 185, "y": 0.98746858158113 }, { "x": 186, "y": 0.98788325084186 }, { "x": 187, "y": 0.9882838444524 }, { "x": 188, "y": 0.98867084739323 }, { "x": 189, "y": 0.98904472795013 }, { "x": 190, "y": 0.98940593827282 }, { "x": 191, "y": 0.98975491491647 }, { "x": 192, "y": 0.99009207936641 }, { "x": 193, "y": 0.99041783854661 }, { "x": 194, "y": 0.99073258531212 }, { "x": 195, "y": 0.99103669892603 }, { "x": 196, "y": 0.99133054552126 }, { "x": 197, "y": 0.99161447854767 }, { "x": 198, "y": 0.99188883920474 }, { "x": 199, "y": 0.99215395686036 }, { "x": 200, "y": 0.99241014945602 } ] }, { "id": 261, "curve_id": "E8.28", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. No primary reinforcement. Friction angle of the backfill soil of 45°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.42249999991249, "sigma": 0.4203000007474969, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.422, σ=0.420, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 2.5E-13 }, { "x": 5, "y": 1.093E-11 }, { "x": 6, "y": 1.9348E-10 }, { "x": 7, "y": 1.90274E-09 }, { "x": 8, "y": 1.23958E-08 }, { "x": 9, "y": 5.967352E-08 }, { "x": 10, "y": 2.2817179E-07 }, { "x": 11, "y": 7.28493E-07 }, { "x": 12, "y": 2.01310638E-06 }, { "x": 13, "y": 4.94458181E-06 }, { "x": 14, "y": 1.101474013E-05 }, { "x": 15, "y": 2.26042526E-05 }, { "x": 16, "y": 4.326477893E-05 }, { "x": 17, "y": 7.800109393E-05 }, { "x": 18, "y": 0.00013352933855 }, { "x": 19, "y": 0.00021848931199 }, { "x": 20, "y": 0.00034359288194 }, { "x": 21, "y": 0.00052169620688 }, { "x": 22, "y": 0.00076778962791 }, { "x": 23, "y": 0.00109890503947 }, { "x": 24, "y": 0.0015339457442 }, { "x": 25, "y": 0.00209344791148 }, { "x": 26, "y": 0.00279928566109 }, { "x": 27, "y": 0.0036743334983 }, { "x": 28, "y": 0.00474210045446 }, { "x": 29, "y": 0.00602635001527 }, { "x": 30, "y": 0.00755071895096 }, { "x": 31, "y": 0.00933834670162 }, { "x": 32, "y": 0.01141152520298 }, { "x": 33, "y": 0.01379137712354 }, { "x": 34, "y": 0.01649756855057 }, { "x": 35, "y": 0.019548060311 }, { "x": 36, "y": 0.02295890041058 }, { "x": 37, "y": 0.0267440585674 }, { "x": 38, "y": 0.03091530252707 }, { "x": 39, "y": 0.03548211478442 }, { "x": 40, "y": 0.0404516474952 }, { "x": 41, "y": 0.04582871272813 }, { "x": 42, "y": 0.05161580476298 }, { "x": 43, "y": 0.05781315086186 }, { "x": 44, "y": 0.06441878680474 }, { "x": 45, "y": 0.07142865346264 }, { "x": 46, "y": 0.07883671075994 }, { "x": 47, "y": 0.08663506553034 }, { "x": 48, "y": 0.09481410998014 }, { "x": 49, "y": 0.10336266772079 }, { "x": 50, "y": 0.11226814460694 }, { "x": 51, "y": 0.12151668190361 }, { "x": 52, "y": 0.13109330959769 }, { "x": 53, "y": 0.14098209795679 }, { "x": 54, "y": 0.15116630571627 }, { "x": 55, "y": 0.16162852353954 }, { "x": 56, "y": 0.17235081164259 }, { "x": 57, "y": 0.18331483070158 }, { "x": 58, "y": 0.19450196536816 }, { "x": 59, "y": 0.20589343990346 }, { "x": 60, "y": 0.21747042560594 }, { "x": 61, "y": 0.22921413985315 }, { "x": 62, "y": 0.24110593670248 }, { "x": 63, "y": 0.25312738910308 }, { "x": 64, "y": 0.26526036286109 }, { "x": 65, "y": 0.27748708257511 }, { "x": 66, "y": 0.2897901898191 }, { "x": 67, "y": 0.30215279389801 }, { "x": 68, "y": 0.31455851553777 }, { "x": 69, "y": 0.32699152389799 }, { "x": 70, "y": 0.3394365673137 }, { "x": 71, "y": 0.35187899818288 }, { "x": 72, "y": 0.36430479242036 }, { "x": 73, "y": 0.37670056389759 }, { "x": 74, "y": 0.3890535742815 }, { "x": 75, "y": 0.40135173867638 }, { "x": 76, "y": 0.41358362745961 }, { "x": 77, "y": 0.42573846468758 }, { "x": 78, "y": 0.43780612343096 }, { "x": 79, "y": 0.44977711838062 }, { "x": 80, "y": 0.46164259604641 }, { "x": 81, "y": 0.47339432285152 }, { "x": 82, "y": 0.48502467140555 }, { "x": 83, "y": 0.49652660521957 }, { "x": 84, "y": 0.50789366210711 }, { "x": 85, "y": 0.51911993649612 }, { "x": 86, "y": 0.53020006085822 }, { "x": 87, "y": 0.54112918644414 }, { "x": 88, "y": 0.55190296349692 }, { "x": 89, "y": 0.56251752109856 }, { "x": 90, "y": 0.57296944678996 }, { "x": 91, "y": 0.58325576609019 }, { "x": 92, "y": 0.59337392202685 }, { "x": 93, "y": 0.60332175477709 }, { "x": 94, "y": 0.61309748150673 }, { "x": 95, "y": 0.62269967648404 }, { "x": 96, "y": 0.63212725153463 }, { "x": 97, "y": 0.64137943689446 }, { "x": 98, "y": 0.6504557625095 }, { "x": 99, "y": 0.65935603982264 }, { "x": 100, "y": 0.66808034408133 }, { "x": 101, "y": 0.67662899719303 }, { "x": 102, "y": 0.68500255114951 }, { "x": 103, "y": 0.6932017720359 }, { "x": 104, "y": 0.70122762463553 }, { "x": 105, "y": 0.70908125763751 }, { "x": 106, "y": 0.71676398945004 }, { "x": 107, "y": 0.72427729461922 }, { "x": 108, "y": 0.73162279085018 }, { "x": 109, "y": 0.73880222662479 }, { "x": 110, "y": 0.74581746940789 }, { "x": 111, "y": 0.7526704944322 }, { "x": 112, "y": 0.75936337405029 }, { "x": 113, "y": 0.76589826764074 }, { "x": 114, "y": 0.77227741205429 }, { "x": 115, "y": 0.77850311258509 }, { "x": 116, "y": 0.78457773445117 }, { "x": 117, "y": 0.79050369476774 }, { "x": 118, "y": 0.79628345499661 }, { "x": 119, "y": 0.80191951385461 }, { "x": 120, "y": 0.80741440066362 }, { "x": 121, "y": 0.81277066912509 }, { "x": 122, "y": 0.81799089150154 }, { "x": 123, "y": 0.82307765318794 }, { "x": 124, "y": 0.82803354765591 }, { "x": 125, "y": 0.83286117175393 }, { "x": 126, "y": 0.83756312134707 }, { "x": 127, "y": 0.84214198728012 }, { "x": 128, "y": 0.84660035164825 }, { "x": 129, "y": 0.85094078435982 }, { "x": 130, "y": 0.85516583997651 }, { "x": 131, "y": 0.85927805481598 }, { "x": 132, "y": 0.86327994430338 }, { "x": 133, "y": 0.86717400055773 }, { "x": 134, "y": 0.87096269020044 }, { "x": 135, "y": 0.87464845237306 }, { "x": 136, "y": 0.87823369695239 }, { "x": 137, "y": 0.88172080295104 }, { "x": 138, "y": 0.88511211709255 }, { "x": 139, "y": 0.88840995255017 }, { "x": 140, "y": 0.8916165878392 }, { "x": 141, "y": 0.89473426585303 }, { "x": 142, "y": 0.89776519303374 }, { "x": 143, "y": 0.90071153866816 }, { "x": 144, "y": 0.90357543430112 }, { "x": 145, "y": 0.9063589732578 }, { "x": 146, "y": 0.90906421026756 }, { "x": 147, "y": 0.91169316118193 }, { "x": 148, "y": 0.9142478027801 }, { "x": 149, "y": 0.91673007265521 }, { "x": 150, "y": 0.91914186917533 }, { "x": 151, "y": 0.92148505151348 }, { "x": 152, "y": 0.92376143974097 }, { "x": 153, "y": 0.92597281497905 }, { "x": 154, "y": 0.92812091960389 }, { "x": 155, "y": 0.93020745750043 }, { "x": 156, "y": 0.93223409436052 }, { "x": 157, "y": 0.93420245802162 }, { "x": 158, "y": 0.93611413884194 }, { "x": 159, "y": 0.93797069010863 }, { "x": 160, "y": 0.93977362847557 }, { "x": 161, "y": 0.94152443442767 }, { "x": 162, "y": 0.94322455276864 }, { "x": 163, "y": 0.94487539312969 }, { "x": 164, "y": 0.94647833049629 }, { "x": 165, "y": 0.94803470575087 }, { "x": 166, "y": 0.94954582622913 }, { "x": 167, "y": 0.95101296628777 }, { "x": 168, "y": 0.95243736788201 }, { "x": 169, "y": 0.9538202411507 }, { "x": 170, "y": 0.95516276500778 }, { "x": 171, "y": 0.95646608773828 }, { "x": 172, "y": 0.95773132759751 }, { "x": 173, "y": 0.95895957341218 }, { "x": 174, "y": 0.96015188518225 }, { "x": 175, "y": 0.96130929468228 }, { "x": 176, "y": 0.96243280606146 }, { "x": 177, "y": 0.96352339644121 }, { "x": 178, "y": 0.96458201650958 }, { "x": 179, "y": 0.96560959111176 }, { "x": 180, "y": 0.96660701983579 }, { "x": 181, "y": 0.96757517759303 }, { "x": 182, "y": 0.96851491519275 }, { "x": 183, "y": 0.96942705991028 }, { "x": 184, "y": 0.97031241604828 }, { "x": 185, "y": 0.97117176549082 }, { "x": 186, "y": 0.97200586824973 }, { "x": 187, "y": 0.97281546300301 }, { "x": 188, "y": 0.97360126762506 }, { "x": 189, "y": 0.97436397970834 }, { "x": 190, "y": 0.97510427707642 }, { "x": 191, "y": 0.97582281828813 }, { "x": 192, "y": 0.97652024313272 }, { "x": 193, "y": 0.97719717311593 }, { "x": 194, "y": 0.97785421193678 }, { "x": 195, "y": 0.97849194595518 }, { "x": 196, "y": 0.97911094465019 }, { "x": 197, "y": 0.97971176106894 }, { "x": 198, "y": 0.98029493226618 }, { "x": 199, "y": 0.98086097973459 }, { "x": 200, "y": 0.98141040982575 } ] }, { "id": 262, "curve_id": "E8.29", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. No primary reinforcement. Friction angle of the backfill soil of 50°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.5341487659260888, "sigma": 0.42432250922068082, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.534, σ=0.424, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 6E-14 }, { "x": 5, "y": 2.74E-12 }, { "x": 6, "y": 5.133E-11 }, { "x": 7, "y": 5.3135E-10 }, { "x": 8, "y": 3.62554E-09 }, { "x": 9, "y": 1.820607E-08 }, { "x": 10, "y": 7.237258E-08 }, { "x": 11, "y": 2.3954347E-07 }, { "x": 12, "y": 6.8457147E-07 }, { "x": 13, "y": 1.73524513E-06 }, { "x": 14, "y": 3.98183732E-06 }, { "x": 15, "y": 8.40365897E-06 }, { "x": 16, "y": 1.651768991E-05 }, { "x": 17, "y": 3.054104131E-05 }, { "x": 18, "y": 5.355677703E-05 }, { "x": 19, "y": 8.967170559E-05 }, { "x": 20, "y": 0.0001441551156 }, { "x": 21, "y": 0.00022354884434 }, { "x": 22, "y": 0.00033574122567 }, { "x": 23, "y": 0.00049000002363 }, { "x": 24, "y": 0.00069696211328 }, { "x": 25, "y": 0.00096858017595 }, { "x": 26, "y": 0.0013180288577 }, { "x": 27, "y": 0.00175957459302 }, { "x": 28, "y": 0.00230841457882 }, { "x": 29, "y": 0.00298049119913 }, { "x": 30, "y": 0.00379228858876 }, { "x": 31, "y": 0.00476061804191 }, { "x": 32, "y": 0.00590239868965 }, { "x": 33, "y": 0.00723443936062 }, { "x": 34, "y": 0.00877322686982 }, { "x": 35, "y": 0.0105347252143 }, { "x": 36, "y": 0.01253418934223 }, { "x": 37, "y": 0.014785996349 }, { "x": 38, "y": 0.01730349617041 }, { "x": 39, "y": 0.02009888311629 }, { "x": 40, "y": 0.0231830889312 }, { "x": 41, "y": 0.02656569749464 }, { "x": 42, "y": 0.03025488078297 }, { "x": 43, "y": 0.03425735531143 }, { "x": 44, "y": 0.03857835795188 }, { "x": 45, "y": 0.04322163977613 }, { "x": 46, "y": 0.04818947639836 }, { "x": 47, "y": 0.05348269317525 }, { "x": 48, "y": 0.05910070356136 }, { "x": 49, "y": 0.06504155890132 }, { "x": 50, "y": 0.07130200796255 }, { "x": 51, "y": 0.07787756456419 }, { "x": 52, "y": 0.08476258173411 }, { "x": 53, "y": 0.09195033091957 }, { "x": 54, "y": 0.09943308488378 }, { "x": 55, "y": 0.10720220303489 }, { "x": 56, "y": 0.11524821805351 }, { "x": 57, "y": 0.12356092280438 }, { "x": 58, "y": 0.1321294566375 }, { "x": 59, "y": 0.14094239029888 }, { "x": 60, "y": 0.14998780878219 }, { "x": 61, "y": 0.15925339155696 }, { "x": 62, "y": 0.16872648970662 }, { "x": 63, "y": 0.17839419959999 }, { "x": 64, "y": 0.18824343280247 }, { "x": 65, "y": 0.19826098200779 }, { "x": 66, "y": 0.20843358283862 }, { "x": 67, "y": 0.21874797142371 }, { "x": 68, "y": 0.22919093771215 }, { "x": 69, "y": 0.23974937453067 }, { "x": 70, "y": 0.25041032242959 }, { "x": 71, "y": 0.26116101039637 }, { "x": 72, "y": 0.2719888925439 }, { "x": 73, "y": 0.28288168090346 }, { "x": 74, "y": 0.29382737447123 }, { "x": 75, "y": 0.30481428467149 }, { "x": 76, "y": 0.31583105741076 }, { "x": 77, "y": 0.32686669190464 }, { "x": 78, "y": 0.3379105564644 }, { "x": 79, "y": 0.34895240143255 }, { "x": 80, "y": 0.35998236945713 }, { "x": 81, "y": 0.37099100329312 }, { "x": 82, "y": 0.38196925131628 }, { "x": 83, "y": 0.39290847093076 }, { "x": 84, "y": 0.40380043004638 }, { "x": 85, "y": 0.41463730679555 }, { "x": 86, "y": 0.42541168765306 }, { "x": 87, "y": 0.43611656411476 }, { "x": 88, "y": 0.44674532808363 }, { "x": 89, "y": 0.45729176610379 }, { "x": 90, "y": 0.46775005257551 }, { "x": 91, "y": 0.47811474207569 }, { "x": 92, "y": 0.48838076090107 }, { "x": 93, "y": 0.49854339794313 }, { "x": 94, "y": 0.5085982949962 }, { "x": 95, "y": 0.51854143659293 }, { "x": 96, "y": 0.52836913945395 }, { "x": 97, "y": 0.53807804163171 }, { "x": 98, "y": 0.54766509142178 }, { "x": 99, "y": 0.55712753610859 }, { "x": 100, "y": 0.56646291060675 }, { "x": 101, "y": 0.57566902605283 }, { "x": 102, "y": 0.58474395839787 }, { "x": 103, "y": 0.59368603704513 }, { "x": 104, "y": 0.60249383357321 }, { "x": 105, "y": 0.6111661505801 }, { "x": 106, "y": 0.61970201067967 }, { "x": 107, "y": 0.62810064567795 }, { "x": 108, "y": 0.63636148595348 }, { "x": 109, "y": 0.64448415006214 }, { "x": 110, "y": 0.65246843458422 }, { "x": 111, "y": 0.66031430422857 }, { "x": 112, "y": 0.6680218822059 }, { "x": 113, "y": 0.67559144088137 }, { "x": 114, "y": 0.68302339271388 }, { "x": 115, "y": 0.69031828148822 }, { "x": 116, "y": 0.69747677384374 }, { "x": 117, "y": 0.70449965110221 }, { "x": 118, "y": 0.71138780139582 }, { "x": 119, "y": 0.71814221209488 }, { "x": 120, "y": 0.72476396253401 }, { "x": 121, "y": 0.73125421703424 }, { "x": 122, "y": 0.73761421821761 }, { "x": 123, "y": 0.74384528061039 }, { "x": 124, "y": 0.74994878452981 }, { "x": 125, "y": 0.75592617024915 }, { "x": 126, "y": 0.76177893243511 }, { "x": 127, "y": 0.76750861485127 }, { "x": 128, "y": 0.77311680532089 }, { "x": 129, "y": 0.77860513094205 }, { "x": 130, "y": 0.78397525354807 }, { "x": 131, "y": 0.78922886540565 }, { "x": 132, "y": 0.79436768514343 }, { "x": 133, "y": 0.79939345390322 }, { "x": 134, "y": 0.80430793170638 }, { "x": 135, "y": 0.8091128940277 }, { "x": 136, "y": 0.81381012856909 }, { "x": 137, "y": 0.81840143222565 }, { "x": 138, "y": 0.82288860823651 }, { "x": 139, "y": 0.82727346351307 }, { "x": 140, "y": 0.8315578061374 }, { "x": 141, "y": 0.83574344302358 }, { "x": 142, "y": 0.83983217773502 }, { "x": 143, "y": 0.84382580845088 }, { "x": 144, "y": 0.84772612607482 }, { "x": 145, "y": 0.85153491247968 }, { "x": 146, "y": 0.85525393888162 }, { "x": 147, "y": 0.85888496433764 }, { "x": 148, "y": 0.86242973436044 }, { "x": 149, "y": 0.86588997964483 }, { "x": 150, "y": 0.86926741490007 }, { "x": 151, "y": 0.87256373778283 }, { "x": 152, "y": 0.87578062792535 }, { "x": 153, "y": 0.87891974605395 }, { "x": 154, "y": 0.88198273319293 }, { "x": 155, "y": 0.88497120994922 }, { "x": 156, "y": 0.88788677587331 }, { "x": 157, "y": 0.89073100889215 }, { "x": 158, "y": 0.8935054648099 }, { "x": 159, "y": 0.89621167687251 }, { "x": 160, "y": 0.8988511553925 }, { "x": 161, "y": 0.90142538743011 }, { "x": 162, "y": 0.90393583652755 }, { "x": 163, "y": 0.90638394249291 }, { "x": 164, "y": 0.90877112123063 }, { "x": 165, "y": 0.91109876461556 }, { "x": 166, "y": 0.91336824040761 }, { "x": 167, "y": 0.91558089220446 }, { "x": 168, "y": 0.91773803942952 }, { "x": 169, "y": 0.91984097735284 }, { "x": 170, "y": 0.92189097714251 }, { "x": 171, "y": 0.92388928594444 }, { "x": 172, "y": 0.92583712698826 }, { "x": 173, "y": 0.92773569971742 }, { "x": 174, "y": 0.92958617994167 }, { "x": 175, "y": 0.93138972000995 }, { "x": 176, "y": 0.93314744900209 }, { "x": 177, "y": 0.93486047293778 }, { "x": 178, "y": 0.93652987500111 }, { "x": 179, "y": 0.93815671577942 }, { "x": 180, "y": 0.93974203351507 }, { "x": 181, "y": 0.94128684436872 }, { "x": 182, "y": 0.94279214269318 }, { "x": 183, "y": 0.94425890131641 }, { "x": 184, "y": 0.94568807183287 }, { "x": 185, "y": 0.94708058490202 }, { "x": 186, "y": 0.9484373505532 }, { "x": 187, "y": 0.94975925849588 }, { "x": 188, "y": 0.95104717843453 }, { "x": 189, "y": 0.95230196038734 }, { "x": 190, "y": 0.95352443500809 }, { "x": 191, "y": 0.95471541391038 }, { "x": 192, "y": 0.9558756899938 }, { "x": 193, "y": 0.95700603777124 }, { "x": 194, "y": 0.95810721369701 }, { "x": 195, "y": 0.95917995649505 }, { "x": 196, "y": 0.96022498748695 }, { "x": 197, "y": 0.96124301091926 }, { "x": 198, "y": 0.96223471428967 }, { "x": 199, "y": 0.96320076867178 }, { "x": 200, "y": 0.96414182903798 } ] }, { "id": 263, "curve_id": "E8.30", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 15 kN/m. Friction angle of the backfill soil of 30°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.1793692392150525, "sigma": 0.40100360834329996, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.179, σ=0.401, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 1E-14 }, { "x": 4, "y": 1.64E-12 }, { "x": 5, "y": 7.336E-11 }, { "x": 6, "y": 1.30765E-09 }, { "x": 7, "y": 1.2760869999999999E-08 }, { "x": 8, "y": 8.174526E-08 }, { "x": 9, "y": 3.8472704E-07 }, { "x": 10, "y": 1.43285297E-06 }, { "x": 11, "y": 4.44518607E-06 }, { "x": 12, "y": 1.191765801E-05 }, { "x": 13, "y": 2.837305244E-05 }, { "x": 14, "y": 6.123155435E-05 }, { "x": 15, "y": 0.00012170684932 }, { "x": 16, "y": 0.00022561789135 }, { "x": 17, "y": 0.00039401253342 }, { "x": 18, "y": 0.00065352200269 }, { "x": 19, "y": 0.00103639778595 }, { "x": 20, "y": 0.00158021776361 }, { "x": 21, "y": 0.00232728066524 }, { "x": 22, "y": 0.00332373342895 }, { "x": 23, "y": 0.00461849314872 }, { "x": 24, "y": 0.00626203392319 }, { "x": 25, "y": 0.00830511009031 }, { "x": 26, "y": 0.01079748264468 }, { "x": 27, "y": 0.01378670687045 }, { "x": 28, "y": 0.01731702807307 }, { "x": 29, "y": 0.02142842019965 }, { "x": 30, "y": 0.02615579021922 }, { "x": 31, "y": 0.0315283601826 }, { "x": 32, "y": 0.03756922939244 }, { "x": 33, "y": 0.04429511133414 }, { "x": 34, "y": 0.05171623400894 }, { "x": 35, "y": 0.059836387993 }, { "x": 36, "y": 0.06865310375904 }, { "x": 37, "y": 0.07815793832551 }, { "x": 38, "y": 0.08833685091138 }, { "x": 39, "y": 0.09917064773987 }, { "x": 40, "y": 0.11063547723797 }, { "x": 41, "y": 0.12270335842666 }, { "x": 42, "y": 0.13534272712785 }, { "x": 43, "y": 0.14851898659041 }, { "x": 44, "y": 0.16219505115493 }, { "x": 45, "y": 0.17633187355031 }, { "x": 46, "y": 0.1908889482875 }, { "x": 47, "y": 0.20582478534447 }, { "x": 48, "y": 0.22109734989724 }, { "x": 49, "y": 0.23666446523167 }, { "x": 50, "y": 0.25248417716612 }, { "x": 51, "y": 0.26851507933091 }, { "x": 52, "y": 0.28471659949483 }, { "x": 53, "y": 0.30104924781505 }, { "x": 54, "y": 0.31747482842934 }, { "x": 55, "y": 0.33395661622347 }, { "x": 56, "y": 0.3504595009087 }, { "x": 57, "y": 0.36695010074954 }, { "x": 58, "y": 0.38339684840483 }, { "x": 59, "y": 0.39977005140009 }, { "x": 60, "y": 0.41604192974737 }, { "x": 61, "y": 0.43218663318274 }, { "x": 62, "y": 0.44818024040977 }, { "x": 63, "y": 0.46400074262956 }, { "x": 64, "y": 0.47962801350996 }, { "x": 65, "y": 0.49504376760649 }, { "x": 66, "y": 0.5102315090987 }, { "x": 67, "y": 0.52517647255352 }, { "x": 68, "y": 0.53986555727486 }, { "x": 69, "y": 0.55428725664856 }, { "x": 70, "y": 0.56843158374666 }, { "x": 71, "y": 0.58228999431567 }, { "x": 72, "y": 0.5958553081417 }, { "x": 73, "y": 0.60912162966202 }, { "x": 74, "y": 0.62208426857702 }, { "x": 75, "y": 0.63473966111077 }, { "x": 76, "y": 0.64708529247083 }, { "x": 77, "y": 0.65911962096923 }, { "x": 78, "y": 0.67084200418646 }, { "x": 79, "y": 0.68225262748801 }, { "x": 80, "y": 0.69335243513873 }, { "x": 81, "y": 0.70414306420285 }, { "x": 82, "y": 0.7146267813673 }, { "x": 83, "y": 0.72480642278141 }, { "x": 84, "y": 0.73468533696782 }, { "x": 85, "y": 0.74426733082615 }, { "x": 86, "y": 0.75355661872243 }, { "x": 87, "y": 0.7625577746333 }, { "x": 88, "y": 0.77127568729371 }, { "x": 89, "y": 0.77971551828008 }, { "x": 90, "y": 0.78788266294728 }, { "x": 91, "y": 0.79578271412694 }, { "x": 92, "y": 0.80342142848612 }, { "x": 93, "y": 0.81080469543894 }, { "x": 94, "y": 0.81793850849955 }, { "x": 95, "y": 0.82482893896167 }, { "x": 96, "y": 0.8314821117886 }, { "x": 97, "y": 0.83790418359728 }, { "x": 98, "y": 0.84410132262067 }, { "x": 99, "y": 0.85007969053411 }, { "x": 100, "y": 0.85584542603383 }, { "x": 101, "y": 0.86140463005818 }, { "x": 102, "y": 0.86676335254574 }, { "x": 103, "y": 0.8719275806279 }, { "x": 104, "y": 0.87690322815716 }, { "x": 105, "y": 0.88169612647702 }, { "x": 106, "y": 0.88631201634279 }, { "x": 107, "y": 0.89075654090754 }, { "x": 108, "y": 0.89503523969127 }, { "x": 109, "y": 0.89915354345594 }, { "x": 110, "y": 0.903116769913 }, { "x": 111, "y": 0.9069301201945 }, { "x": 112, "y": 0.9105986760226 }, { "x": 113, "y": 0.91412739751653 }, { "x": 114, "y": 0.91752112157981 }, { "x": 115, "y": 0.92078456081407 }, { "x": 116, "y": 0.92392230290967 }, { "x": 117, "y": 0.9269388104664 }, { "x": 118, "y": 0.92983842120101 }, { "x": 119, "y": 0.93262534850129 }, { "x": 120, "y": 0.93530368228943 }, { "x": 121, "y": 0.93787739016009 }, { "x": 122, "y": 0.94035031876132 }, { "x": 123, "y": 0.94272619538887 }, { "x": 124, "y": 0.94500862976686 }, { "x": 125, "y": 0.94720111598984 }, { "x": 126, "y": 0.94930703460348 }, { "x": 127, "y": 0.95132965480291 }, { "x": 128, "y": 0.9532721367297 }, { "x": 129, "y": 0.95513753384991 }, { "x": 130, "y": 0.95692879539751 }, { "x": 131, "y": 0.95864876886864 }, { "x": 132, "y": 0.96030020255376 }, { "x": 133, "y": 0.96188574809582 }, { "x": 134, "y": 0.9634079630639 }, { "x": 135, "y": 0.96486931353276 }, { "x": 136, "y": 0.96627217665972 }, { "x": 137, "y": 0.96761884325126 }, { "x": 138, "y": 0.96891152031262 }, { "x": 139, "y": 0.97015233357431 }, { "x": 140, "y": 0.97134332999035 }, { "x": 141, "y": 0.97248648020346 }, { "x": 142, "y": 0.9735836809734 }, { "x": 143, "y": 0.97463675756481 }, { "x": 144, "y": 0.97564746609164 }, { "x": 145, "y": 0.97661749581568 }, { "x": 146, "y": 0.9775484713971 }, { "x": 147, "y": 0.97844195509523 }, { "x": 148, "y": 0.97929944891831 }, { "x": 149, "y": 0.98012239672106 }, { "x": 150, "y": 0.9809121862493 }, { "x": 151, "y": 0.98167015113121 }, { "x": 152, "y": 0.98239757281475 }, { "x": 153, "y": 0.98309568245124 }, { "x": 154, "y": 0.98376566272529 }, { "x": 155, "y": 0.98440864963104 }, { "x": 156, "y": 0.98502573419541 }, { "x": 157, "y": 0.98561796414865 }, { "x": 158, "y": 0.98618634554292 }, { "x": 159, "y": 0.98673184431959 }, { "x": 160, "y": 0.98725538782608 }, { "x": 161, "y": 0.98775786628301 }, { "x": 162, "y": 0.98824013420274 }, { "x": 163, "y": 0.98870301176025 }, { "x": 164, "y": 0.98914728611722 }, { "x": 165, "y": 0.98957371270065 }, { "x": 166, "y": 0.98998301643682 }, { "x": 167, "y": 0.99037589294191 }, { "x": 168, "y": 0.99075300967029 }, { "x": 169, "y": 0.99111500702163 }, { "x": 170, "y": 0.99146249940799 }, { "x": 171, "y": 0.99179607628197 }, { "x": 172, "y": 0.99211630312714 }, { "x": 173, "y": 0.99242372241175 }, { "x": 174, "y": 0.99271885450696 }, { "x": 175, "y": 0.99300219857061 }, { "x": 176, "y": 0.99327423339766 }, { "x": 177, "y": 0.99353541823833 }, { "x": 178, "y": 0.99378619358507 }, { "x": 179, "y": 0.99402698192927 }, { "x": 180, "y": 0.99425818848889 }, { "x": 181, "y": 0.99448020190788 }, { "x": 182, "y": 0.99469339492834 }, { "x": 183, "y": 0.99489812503655 }, { "x": 184, "y": 0.99509473508355 }, { "x": 185, "y": 0.99528355388135 }, { "x": 186, "y": 0.9954648967756 }, { "x": 187, "y": 0.99563906619557 }, { "x": 188, "y": 0.99580635218217 }, { "x": 189, "y": 0.99596703289507 }, { "x": 190, "y": 0.99612137509939 }, { "x": 191, "y": 0.99626963463299 }, { "x": 192, "y": 0.99641205685488 }, { "x": 193, "y": 0.99654887707562 }, { "x": 194, "y": 0.99668032097029 }, { "x": 195, "y": 0.99680660497479 }, { "x": 196, "y": 0.99692793666602 }, { "x": 197, "y": 0.99704451512661 }, { "x": 198, "y": 0.99715653129484 }, { "x": 199, "y": 0.99726416830022 }, { "x": 200, "y": 0.99736760178545 } ] }, { "id": 264, "curve_id": "E8.31", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 15 kN/m. Friction angle of the backfill soil of 35°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.3490077826365505, "sigma": 0.41291659813571358, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.349, σ=0.413, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 3.6E-13 }, { "x": 5, "y": 1.626E-11 }, { "x": 6, "y": 2.949E-10 }, { "x": 7, "y": 2.94566E-09 }, { "x": 8, "y": 1.937809E-08 }, { "x": 9, "y": 9.382104E-08 }, { "x": 10, "y": 3.5976009E-07 }, { "x": 11, "y": 1.14945863E-06 }, { "x": 12, "y": 3.17370954E-06 }, { "x": 13, "y": 7.7793391E-06 }, { "x": 14, "y": 1.727828249E-05 }, { "x": 15, "y": 3.532806845E-05 }, { "x": 16, "y": 6.733270654E-05 }, { "x": 17, "y": 0.00012082730776 }, { "x": 18, "y": 0.00020580976439 }, { "x": 19, "y": 0.00033498769426 }, { "x": 20, "y": 0.00052391713739 }, { "x": 21, "y": 0.00079101948911 }, { "x": 22, "y": 0.00115747333292 }, { "x": 23, "y": 0.00164698702481 }, { "x": 24, "y": 0.00228546532705 }, { "x": 25, "y": 0.00310058873583 }, { "x": 26, "y": 0.0041213273523 }, { "x": 27, "y": 0.00537741239261 }, { "x": 28, "y": 0.00689878803593 }, { "x": 29, "y": 0.00871506464718 }, { "x": 30, "y": 0.01085499186502 }, { "x": 31, "y": 0.01334596696665 }, { "x": 32, "y": 0.0162135906093 }, { "x": 33, "y": 0.01948127874043 }, { "x": 34, "y": 0.0231699363445 }, { "x": 35, "y": 0.02729769587247 }, { "x": 36, "y": 0.03187972075561 }, { "x": 37, "y": 0.03692807237037 }, { "x": 38, "y": 0.04245163720005 }, { "x": 39, "y": 0.04845610971293 }, { "x": 40, "y": 0.05494402561311 }, { "x": 41, "y": 0.06191483957639 }, { "x": 42, "y": 0.06936504131456 }, { "x": 43, "y": 0.07728830376887 }, { "x": 44, "y": 0.08567565737398 }, { "x": 45, "y": 0.09451568461384 }, { "x": 46, "y": 0.10379472947464 }, { "x": 47, "y": 0.11349711685439 }, { "x": 48, "y": 0.1236053774856 }, { "x": 49, "y": 0.13410047444548 }, { "x": 50, "y": 0.14496202784741 }, { "x": 51, "y": 0.15616853481475 }, { "x": 52, "y": 0.16769758232247 }, { "x": 53, "y": 0.17952605094553 }, { "x": 54, "y": 0.19163030797093 }, { "x": 55, "y": 0.20398638870921 }, { "x": 56, "y": 0.21657016518014 }, { "x": 57, "y": 0.2293575016463 }, { "x": 58, "y": 0.24232439672782 }, { "x": 59, "y": 0.25544711205449 }, { "x": 60, "y": 0.26870228759885 }, { "x": 61, "y": 0.28206704398957 }, { "x": 62, "y": 0.29551907223063 }, { "x": 63, "y": 0.30903671135132 }, { "x": 64, "y": 0.3225990145886 }, { "x": 65, "y": 0.33618580475863 }, { "x": 66, "y": 0.34977771951214 }, { "x": 67, "y": 0.36335624719005 }, { "x": 68, "y": 0.37690375400525 }, { "x": 69, "y": 0.3904035032738 }, { "x": 70, "y": 0.40383966740828 }, { "x": 71, "y": 0.41719733336724 }, { "x": 72, "y": 0.43046250223054 }, { "x": 73, "y": 0.44362208354159 }, { "x": 74, "y": 0.45666388502542 }, { "x": 75, "y": 0.46957659825713 }, { "x": 76, "y": 0.48234978081928 }, { "x": 77, "y": 0.49497383545036 }, { "x": 78, "y": 0.50743998664948 }, { "x": 79, "y": 0.51974025516618 }, { "x": 80, "y": 0.53186743076859 }, { "x": 81, "y": 0.54381504364841 }, { "x": 82, "y": 0.55557733478812 }, { "x": 83, "y": 0.56714922558391 }, { "x": 84, "y": 0.57852628698779 }, { "x": 85, "y": 0.58970470840379 }, { "x": 86, "y": 0.60068126654653 }, { "x": 87, "y": 0.61145329444579 }, { "x": 88, "y": 0.62201865075719 }, { "x": 89, "y": 0.63237568951823 }, { "x": 90, "y": 0.64252323046888 }, { "x": 91, "y": 0.65246053003821 }, { "x": 92, "y": 0.66218725308204 }, { "x": 93, "y": 0.6717034454415 }, { "x": 94, "y": 0.68100950737929 }, { "x": 95, "y": 0.69010616793783 }, { "x": 96, "y": 0.69899446025289 }, { "x": 97, "y": 0.70767569784657 }, { "x": 98, "y": 0.71615145191448 }, { "x": 99, "y": 0.72442352961502 }, { "x": 100, "y": 0.73249395336116 }, { "x": 101, "y": 0.74036494110997 }, { "x": 102, "y": 0.74803888763961 }, { "x": 103, "y": 0.75551834679938 }, { "x": 104, "y": 0.76280601471462 }, { "x": 105, "y": 0.76990471392511 }, { "x": 106, "y": 0.7768173784332 }, { "x": 107, "y": 0.78354703963543 }, { "x": 108, "y": 0.79009681311022 }, { "x": 109, "y": 0.79646988623231 }, { "x": 110, "y": 0.80266950658425 }, { "x": 111, "y": 0.808698971134 }, { "x": 112, "y": 0.81456161614787 }, { "x": 113, "y": 0.82026080780731 }, { "x": 114, "y": 0.82579993349853 }, { "x": 115, "y": 0.83118239374382 }, { "x": 116, "y": 0.83641159474403 }, { "x": 117, "y": 0.84149094150192 }, { "x": 118, "y": 0.84642383149692 }, { "x": 119, "y": 0.85121364888235 }, { "x": 120, "y": 0.85586375917693 }, { "x": 121, "y": 0.86037750442331 }, { "x": 122, "y": 0.86475819878716 }, { "x": 123, "y": 0.86900912457116 }, { "x": 124, "y": 0.87313352861934 }, { "x": 125, "y": 0.87713461908805 }, { "x": 126, "y": 0.88101556256083 }, { "x": 127, "y": 0.88477948148521 }, { "x": 128, "y": 0.88842945191089 }, { "x": 129, "y": 0.89196850150911 }, { "x": 130, "y": 0.89539960785437 }, { "x": 131, "y": 0.89872569695043 }, { "x": 132, "y": 0.90194964198333 }, { "x": 133, "y": 0.90507426228521 }, { "x": 134, "y": 0.90810232249344 }, { "x": 135, "y": 0.91103653189046 }, { "x": 136, "y": 0.91387954391038 }, { "x": 137, "y": 0.91663395579945 }, { "x": 138, "y": 0.9193023084179 }, { "x": 139, "y": 0.92188708617167 }, { "x": 140, "y": 0.92439071706301 }, { "x": 141, "y": 0.92681557284973 }, { "x": 142, "y": 0.92916396930339 }, { "x": 143, "y": 0.9314381665575 }, { "x": 144, "y": 0.93364036953706 }, { "x": 145, "y": 0.93577272846176 }, { "x": 146, "y": 0.93783733941515 }, { "x": 147, "y": 0.93983624497307 }, { "x": 148, "y": 0.94177143488481 }, { "x": 149, "y": 0.94364484680094 }, { "x": 150, "y": 0.94545836704227 }, { "x": 151, "y": 0.94721383140475 }, { "x": 152, "y": 0.94891302599541 }, { "x": 153, "y": 0.95055768809498 }, { "x": 154, "y": 0.95214950704296 }, { "x": 155, "y": 0.95369012514133 }, { "x": 156, "y": 0.95518113857344 }, { "x": 157, "y": 0.95662409833472 }, { "x": 158, "y": 0.95802051117233 }, { "x": 159, "y": 0.95937184053092 }, { "x": 160, "y": 0.96067950750204 }, { "x": 161, "y": 0.96194489177487 }, { "x": 162, "y": 0.96316933258615 }, { "x": 163, "y": 0.96435412966752 }, { "x": 164, "y": 0.96550054418833 }, { "x": 165, "y": 0.96660979969255 }, { "x": 166, "y": 0.96768308302828 }, { "x": 167, "y": 0.9687215452685 }, { "x": 168, "y": 0.96972630262212 }, { "x": 169, "y": 0.97069843733412 }, { "x": 170, "y": 0.97163899857401 }, { "x": 171, "y": 0.97254900331168 }, { "x": 172, "y": 0.97342943718011 }, { "x": 173, "y": 0.9742812553242 }, { "x": 174, "y": 0.97510538323524 }, { "x": 175, "y": 0.97590271757059 }, { "x": 176, "y": 0.97667412695818 }, { "x": 177, "y": 0.97742045278559 }, { "x": 178, "y": 0.97814250997325 }, { "x": 179, "y": 0.97884108773194 }, { "x": 180, "y": 0.97951695030407 }, { "x": 181, "y": 0.98017083768889 }, { "x": 182, "y": 0.98080346635153 }, { "x": 183, "y": 0.98141552991578 }, { "x": 184, "y": 0.98200769984076 }, { "x": 185, "y": 0.98258062608143 }, { "x": 186, "y": 0.98313493773314 }, { "x": 187, "y": 0.98367124366018 }, { "x": 188, "y": 0.98419013310863 }, { "x": 189, "y": 0.98469217630358 }, { "x": 190, "y": 0.98517792503087 }, { "x": 191, "y": 0.98564791320367 }, { "x": 192, "y": 0.98610265741397 }, { "x": 193, "y": 0.98654265746926 }, { "x": 194, "y": 0.98696839691465 }, { "x": 195, "y": 0.98738034354066 }, { "x": 196, "y": 0.98777894987693 }, { "x": 197, "y": 0.98816465367206 }, { "x": 198, "y": 0.98853787836 }, { "x": 199, "y": 0.98889903351301 }, { "x": 200, "y": 0.98924851528168 } ] }, { "id": 265, "curve_id": "E8.32", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 15 kN/m. Friction angle of the backfill soil of 40°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.4809631446133515, "sigma": 0.422183259182908, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.481, σ=0.422, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 1.1E-13 }, { "x": 5, "y": 5.17E-12 }, { "x": 6, "y": 9.467E-11 }, { "x": 7, "y": 9.5886E-10 }, { "x": 8, "y": 6.41404E-09 }, { "x": 9, "y": 3.16263E-08 }, { "x": 10, "y": 1.2361179E-07 }, { "x": 11, "y": 4.0273561E-07 }, { "x": 12, "y": 1.13405415E-06 }, { "x": 13, "y": 2.83485632E-06 }, { "x": 14, "y": 6.42008993E-06 }, { "x": 15, "y": 1.338164025E-05 }, { "x": 16, "y": 2.599196911E-05 }, { "x": 17, "y": 4.751848449E-05 }, { "x": 18, "y": 8.243279223E-05 }, { "x": 19, "y": 0.00013659880155 }, { "x": 20, "y": 0.00021742526681 }, { "x": 21, "y": 0.0003339712789 }, { "x": 22, "y": 0.00049699692474 }, { "x": 23, "y": 0.00071895529567 }, { "x": 24, "y": 0.00101392581836 }, { "x": 25, "y": 0.00139749220205 }, { "x": 26, "y": 0.0018865709583 }, { "x": 27, "y": 0.00249919837627 }, { "x": 28, "y": 0.00325428503295 }, { "x": 29, "y": 0.0041713474458 }, { "x": 30, "y": 0.00527022643359 }, { "x": 31, "y": 0.00657080125561 }, { "x": 32, "y": 0.00809270776683 }, { "x": 33, "y": 0.00985506776882 }, { "x": 34, "y": 0.01187623555124 }, { "x": 35, "y": 0.01417356638754 }, { "x": 36, "y": 0.01676321053716 }, { "x": 37, "y": 0.01965993516284 }, { "x": 38, "y": 0.02287697552924 }, { "x": 39, "y": 0.02642591593005 }, { "x": 40, "y": 0.03031660000448 }, { "x": 41, "y": 0.03455706945398 }, { "x": 42, "y": 0.03915352965151 }, { "x": 43, "y": 0.04411034024133 }, { "x": 44, "y": 0.04943002854544 }, { "x": 45, "y": 0.05511332341028 }, { "x": 46, "y": 0.06115920703198 }, { "x": 47, "y": 0.06756498227476 }, { "x": 48, "y": 0.07432635303425 }, { "x": 49, "y": 0.08143751528103 }, { "x": 50, "y": 0.08889125654127 }, { "x": 51, "y": 0.0966790617185 }, { "x": 52, "y": 0.10479122332714 }, { "x": 53, "y": 0.11321695438557 }, { "x": 54, "y": 0.12194450239918 }, { "x": 55, "y": 0.13096126304677 }, { "x": 56, "y": 0.14025389236265 }, { "x": 57, "y": 0.14980841637934 }, { "x": 58, "y": 0.15961033735942 }, { "x": 59, "y": 0.16964473589761 }, { "x": 60, "y": 0.1798963683157 }, { "x": 61, "y": 0.19034975890189 }, { "x": 62, "y": 0.20098928666255 }, { "x": 63, "y": 0.21179926635874 }, { "x": 64, "y": 0.22276402369186 }, { "x": 65, "y": 0.23386796458356 }, { "x": 66, "y": 0.24509563856449 }, { "x": 67, "y": 0.25643179634623 }, { "x": 68, "y": 0.26786144170054 }, { "x": 69, "y": 0.27936987781157 }, { "x": 70, "y": 0.29094274830019 }, { "x": 71, "y": 0.30256607314617 }, { "x": 72, "y": 0.31422627975392 }, { "x": 73, "y": 0.32591022942239 }, { "x": 74, "y": 0.33760523948926 }, { "x": 75, "y": 0.34929910142516 }, { "x": 76, "y": 0.36098009515551 }, { "x": 77, "y": 0.37263699988625 }, { "x": 78, "y": 0.38425910170594 }, { "x": 79, "y": 0.39583619823067 }, { "x": 80, "y": 0.4073586005505 }, { "x": 81, "y": 0.41881713272672 }, { "x": 82, "y": 0.43020312907931 }, { "x": 83, "y": 0.44150842949257 }, { "x": 84, "y": 0.45272537295531 }, { "x": 85, "y": 0.46384678954016 }, { "x": 86, "y": 0.47486599101389 }, { "x": 87, "y": 0.48577676025891 }, { "x": 88, "y": 0.49657333967347 }, { "x": 89, "y": 0.50725041870648 }, { "x": 90, "y": 0.517803120671 }, { "x": 91, "y": 0.52822698896908 }, { "x": 92, "y": 0.53851797284994 }, { "x": 93, "y": 0.5486724128127 }, { "x": 94, "y": 0.55868702575525 }, { "x": 95, "y": 0.56855888996093 }, { "x": 96, "y": 0.57828543000615 }, { "x": 97, "y": 0.58786440166334 }, { "x": 98, "y": 0.59729387686578 }, { "x": 99, "y": 0.60657222879344 }, { "x": 100, "y": 0.61569811713206 }, { "x": 101, "y": 0.62467047355122 }, { "x": 102, "y": 0.63348848744125 }, { "x": 103, "y": 0.64215159194325 }, { "x": 104, "y": 0.65065945030161 }, { "x": 105, "y": 0.65901194256344 }, { "x": 106, "y": 0.66720915264552 }, { "x": 107, "y": 0.67525135578513 }, { "x": 108, "y": 0.68313900638771 }, { "x": 109, "y": 0.69087272628133 }, { "x": 110, "y": 0.69845329338464 }, { "x": 111, "y": 0.70588163079287 }, { "x": 112, "y": 0.71315879628372 }, { "x": 113, "y": 0.72028597224326 }, { "x": 114, "y": 0.72726445600983 }, { "x": 115, "y": 0.73409565063258 }, { "x": 116, "y": 0.74078105603972 }, { "x": 117, "y": 0.7473222606103 }, { "x": 118, "y": 0.75372093314245 }, { "x": 119, "y": 0.75997881520996 }, { "x": 120, "y": 0.76609771389825 }, { "x": 121, "y": 0.77207949491036 }, { "x": 122, "y": 0.77792607603288 }, { "x": 123, "y": 0.78363942095134 }, { "x": 124, "y": 0.78922153340441 }, { "x": 125, "y": 0.7946744516657 }, { "x": 126, "y": 0.80000024334224 }, { "x": 127, "y": 0.80520100047814 }, { "x": 128, "y": 0.81027883495227 }, { "x": 129, "y": 0.81523587415856 }, { "x": 130, "y": 0.82007425695783 }, { "x": 131, "y": 0.82479612988985 }, { "x": 132, "y": 0.82940364363484 }, { "x": 133, "y": 0.83389894971346 }, { "x": 134, "y": 0.83828419741471 }, { "x": 135, "y": 0.84256153094145 }, { "x": 136, "y": 0.84673308676327 }, { "x": 137, "y": 0.85080099116687 }, { "x": 138, "y": 0.85476735799436 }, { "x": 139, "y": 0.85863428656012 }, { "x": 140, "y": 0.86240385973711 }, { "x": 141, "y": 0.866078142204 }, { "x": 142, "y": 0.86965917884452 }, { "x": 143, "y": 0.87314899329092 }, { "x": 144, "y": 0.87654958660372 }, { "x": 145, "y": 0.87986293608004 }, { "x": 146, "y": 0.88309099418342 }, { "x": 147, "y": 0.88623568758795 }, { "x": 148, "y": 0.88929891633019 }, { "x": 149, "y": 0.89228255306226 }, { "x": 150, "y": 0.8951884424002 }, { "x": 151, "y": 0.8980184003615 }, { "x": 152, "y": 0.90077421388637 }, { "x": 153, "y": 0.90345764043728 }, { "x": 154, "y": 0.90607040767176 }, { "x": 155, "y": 0.90861421318354 }, { "x": 156, "y": 0.91109072430743 }, { "x": 157, "y": 0.91350157798361 }, { "x": 158, "y": 0.91584838067705 }, { "x": 159, "y": 0.91813270834816 }, { "x": 160, "y": 0.92035610647096 }, { "x": 161, "y": 0.92252009009512 }, { "x": 162, "y": 0.92462614394853 }, { "x": 163, "y": 0.92667572257728 }, { "x": 164, "y": 0.92867025051995 }, { "x": 165, "y": 0.93061112251344 }, { "x": 166, "y": 0.93249970372755 }, { "x": 167, "y": 0.93433733002593 }, { "x": 168, "y": 0.93612530825087 }, { "x": 169, "y": 0.93786491652978 }, { "x": 170, "y": 0.93955740460118 }, { "x": 171, "y": 0.94120399415831 }, { "x": 172, "y": 0.94280587920838 }, { "x": 173, "y": 0.94436422644579 }, { "x": 174, "y": 0.94588017563767 }, { "x": 175, "y": 0.94735484002022 }, { "x": 176, "y": 0.94878930670431 }, { "x": 177, "y": 0.95018463708919 }, { "x": 178, "y": 0.95154186728289 }, { "x": 179, "y": 0.95286200852821 }, { "x": 180, "y": 0.95414604763325 }, { "x": 181, "y": 0.9553949474054 }, { "x": 182, "y": 0.95660964708787 }, { "x": 183, "y": 0.95779106279793 }, { "x": 184, "y": 0.95894008796605 }, { "x": 185, "y": 0.96005759377513 }, { "x": 186, "y": 0.96114442959918 }, { "x": 187, "y": 0.96220142344083 }, { "x": 188, "y": 0.9632293823671 }, { "x": 189, "y": 0.96422909294277 }, { "x": 190, "y": 0.96520132166106 }, { "x": 191, "y": 0.96614681537103 }, { "x": 192, "y": 0.96706630170129 }, { "x": 193, "y": 0.96796048947973 }, { "x": 194, "y": 0.96883006914893 }, { "x": 195, "y": 0.96967571317687 }, { "x": 196, "y": 0.97049807646267 }, { "x": 197, "y": 0.97129779673731 }, { "x": 198, "y": 0.97207549495879 }, { "x": 199, "y": 0.97283177570187 }, { "x": 200, "y": 0.97356722754199 } ] }, { "id": 266, "curve_id": "E8.33", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 15 kN/m. Friction angle of the backfill soil of 45°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.588, "sigma": 0.42969999999999958, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.588, σ=0.430, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 5E-14 }, { "x": 5, "y": 2.08E-12 }, { "x": 6, "y": 3.822E-11 }, { "x": 7, "y": 3.9064E-10 }, { "x": 8, "y": 2.64267E-09 }, { "x": 9, "y": 1.319626E-08 }, { "x": 10, "y": 5.227602E-08 }, { "x": 11, "y": 1.7270074E-07 }, { "x": 12, "y": 4.9320747E-07 }, { "x": 13, "y": 1.25046658E-06 }, { "x": 14, "y": 2.87214496E-06 }, { "x": 15, "y": 6.07082729E-06 }, { "x": 16, "y": 1.195583517E-05 }, { "x": 17, "y": 2.215751243E-05 }, { "x": 18, "y": 3.895675736E-05 }, { "x": 19, "y": 6.541166772E-05 }, { "x": 20, "y": 0.00010547314044 }, { "x": 21, "y": 0.00016408201519 }, { "x": 22, "y": 0.00024724167847 }, { "x": 23, "y": 0.00036206172949 }, { "x": 24, "y": 0.00051677014163 }, { "x": 25, "y": 0.00072069315476 }, { "x": 26, "y": 0.00098420377003 }, { "x": 27, "y": 0.00131864110112 }, { "x": 28, "y": 0.00173620391769 }, { "x": 29, "y": 0.0022498224834 }, { "x": 30, "y": 0.00287301325623 }, { "x": 31, "y": 0.00361972121237 }, { "x": 32, "y": 0.00450415451703 }, { "x": 33, "y": 0.00554061604218 }, { "x": 34, "y": 0.00674333586679 }, { "x": 35, "y": 0.00812630843334 }, { "x": 36, "y": 0.00970313751304 }, { "x": 37, "y": 0.01148689158309 }, { "x": 38, "y": 0.01348997167016 }, { "x": 39, "y": 0.01572399318435 }, { "x": 40, "y": 0.01819968277333 }, { "x": 41, "y": 0.02092679077705 }, { "x": 42, "y": 0.02391401946582 }, { "x": 43, "y": 0.02716896690172 }, { "x": 44, "y": 0.03069808597583 }, { "x": 45, "y": 0.03450665793939 }, { "x": 46, "y": 0.03859877956328 }, { "x": 47, "y": 0.04297736292288 }, { "x": 48, "y": 0.04764414670936 }, { "x": 49, "y": 0.0525997179094 }, { "x": 50, "y": 0.05784354266803 }, { "x": 51, "y": 0.06337400514819 }, { "x": 52, "y": 0.06918845322223 }, { "x": 53, "y": 0.07528324986989 }, { "x": 54, "y": 0.08165382920999 }, { "x": 55, "y": 0.0882947561573 }, { "x": 56, "y": 0.09519978876633 }, { "x": 57, "y": 0.1023619424003 }, { "x": 58, "y": 0.10977355494116 }, { "x": 59, "y": 0.11742635233619 }, { "x": 60, "y": 0.12531151385434 }, { "x": 61, "y": 0.13341973650197 }, { "x": 62, "y": 0.14174129812062 }, { "x": 63, "y": 0.1502661187587 }, { "x": 64, "y": 0.15898381997454 }, { "x": 65, "y": 0.16788378178826 }, { "x": 66, "y": 0.17695519705634 }, { "x": 67, "y": 0.18618712309334 }, { "x": 68, "y": 0.1955685304115 }, { "x": 69, "y": 0.20508834849049 }, { "x": 70, "y": 0.21473550852634 }, { "x": 71, "y": 0.22449898314114 }, { "x": 72, "y": 0.23436782306365 }, { "x": 73, "y": 0.24433119081525 }, { "x": 74, "y": 0.25437839145694 }, { "x": 75, "y": 0.26449890047057 }, { "x": 76, "y": 0.27468238886232 }, { "x": 77, "y": 0.28491874558813 }, { "x": 78, "y": 0.29519809741051 }, { "x": 79, "y": 0.30551082630311 }, { "x": 80, "y": 0.31584758452491 }, { "x": 81, "y": 0.3261993074892 }, { "x": 82, "y": 0.33655722455461 }, { "x": 83, "y": 0.346912867866 }, { "x": 84, "y": 0.3572580793726 }, { "x": 85, "y": 0.3675850161492 }, { "x": 86, "y": 0.37788615414384 }, { "x": 87, "y": 0.38815429047259 }, { "x": 88, "y": 0.39838254437823 }, { "x": 89, "y": 0.40856435696574 }, { "x": 90, "y": 0.41869348982305 }, { "x": 91, "y": 0.42876402263077 }, { "x": 92, "y": 0.43877034985996 }, { "x": 93, "y": 0.44870717665182 }, { "x": 94, "y": 0.45856951396825 }, { "x": 95, "y": 0.46835267309708 }, { "x": 96, "y": 0.47805225959091 }, { "x": 97, "y": 0.48766416671328 }, { "x": 98, "y": 0.49718456846136 }, { "x": 99, "y": 0.50660991222922 }, { "x": 100, "y": 0.51593691117146 }, { "x": 101, "y": 0.5251625363224 }, { "x": 102, "y": 0.53428400852166 }, { "x": 103, "y": 0.54329879019314 }, { "x": 104, "y": 0.55220457702013 }, { "x": 105, "y": 0.56099928955594 }, { "x": 106, "y": 0.5696810648056 }, { "x": 107, "y": 0.57824824781101 }, { "x": 108, "y": 0.58669938326879 }, { "x": 109, "y": 0.595033207207 }, { "x": 110, "y": 0.60324863874423 }, { "x": 111, "y": 0.61134477195191 }, { "x": 112, "y": 0.61932086783834 }, { "x": 113, "y": 0.62717634647053 }, { "x": 114, "y": 0.63491077924805 }, { "x": 115, "y": 0.64252388134097 }, { "x": 116, "y": 0.65001550430235 }, { "x": 117, "y": 0.65738562886383 }, { "x": 118, "y": 0.66463435792167 }, { "x": 119, "y": 0.67176190971899 }, { "x": 120, "y": 0.6787686112287 }, { "x": 121, "y": 0.68565489174046 }, { "x": 122, "y": 0.69242127665411 }, { "x": 123, "y": 0.69906838148077 }, { "x": 124, "y": 0.70559690605216 }, { "x": 125, "y": 0.71200762893784 }, { "x": 126, "y": 0.71830140206942 }, { "x": 127, "y": 0.72447914557004 }, { "x": 128, "y": 0.73054184278702 }, { "x": 129, "y": 0.73649053552504 }, { "x": 130, "y": 0.74232631947674 }, { "x": 131, "y": 0.74805033984723 }, { "x": 132, "y": 0.75366378716893 }, { "x": 133, "y": 0.75916789330244006 }, { "x": 134, "y": 0.7645639276194 }, { "x": 135, "y": 0.76985319336262 }, { "x": 136, "y": 0.77503702417917 }, { "x": 137, "y": 0.78011678082132 }, { "x": 138, "y": 0.78509384801079 }, { "x": 139, "y": 0.7899696314612 }, { "x": 140, "y": 0.79474555505385 }, { "x": 141, "y": 0.79942305816184 }, { "x": 142, "y": 0.80400359311756 }, { "x": 143, "y": 0.80848862281851 }, { "x": 144, "y": 0.81287961846664 }, { "x": 145, "y": 0.81717805743624 }, { "x": 146, "y": 0.82138542126556 }, { "x": 147, "y": 0.82550319376743 }, { "x": 148, "y": 0.82953285925416 }, { "x": 149, "y": 0.83347590087216 }, { "x": 150, "y": 0.83733379904171 }, { "x": 151, "y": 0.84110802999759 }, { "x": 152, "y": 0.8448000644261 }, { "x": 153, "y": 0.84841136619448 }, { "x": 154, "y": 0.85194339116841 }, { "x": 155, "y": 0.85539758611385 }, { "x": 156, "y": 0.85877538767916 }, { "x": 157, "y": 0.86207822145391 }, { "x": 158, "y": 0.86530750110067 }, { "x": 159, "y": 0.86846462755625 }, { "x": 160, "y": 0.87155098829912 }, { "x": 161, "y": 0.87456795667959 }, { "x": 162, "y": 0.87751689130967 }, { "x": 163, "y": 0.88039913550953 }, { "x": 164, "y": 0.88321601680762 }, { "x": 165, "y": 0.88596884649169 }, { "x": 166, "y": 0.88865891920785 }, { "x": 167, "y": 0.89128751260526 }, { "x": 168, "y": 0.89385588702367 }, { "x": 169, "y": 0.89636528522174 }, { "x": 170, "y": 0.8988169321435 }, { "x": 171, "y": 0.90121203472097 }, { "x": 172, "y": 0.90355178171076 }, { "x": 173, "y": 0.90583734356253 }, { "x": 174, "y": 0.90806987231756 }, { "x": 175, "y": 0.91025050153537 }, { "x": 176, "y": 0.91238034624683 }, { "x": 177, "y": 0.91446050293187 }, { "x": 178, "y": 0.91649204952038 }, { "x": 179, "y": 0.91847604541456 }, { "x": 180, "y": 0.92041353153151 }, { "x": 181, "y": 0.9223055303644 }, { "x": 182, "y": 0.92415304606111 }, { "x": 183, "y": 0.92595706451898 }, { "x": 184, "y": 0.92771855349445 }, { "x": 185, "y": 0.92943846272662 }, { "x": 186, "y": 0.9311177240734 }, { "x": 187, "y": 0.93275725165946 }, { "x": 188, "y": 0.93435794203489 }, { "x": 189, "y": 0.93592067434368 }, { "x": 190, "y": 0.93744631050113 }, { "x": 191, "y": 0.93893569537946 }, { "x": 192, "y": 0.94038965700072 }, { "x": 193, "y": 0.94180900673635 }, { "x": 194, "y": 0.94319453951267 }, { "x": 195, "y": 0.94454703402166 }, { "x": 196, "y": 0.94586725293641 }, { "x": 197, "y": 0.94715594313062 }, { "x": 198, "y": 0.94841383590174 }, { "x": 199, "y": 0.94964164719704 }, { "x": 200, "y": 0.95084007784226 } ] }, { "id": 267, "curve_id": "E8.34", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 15 kN/m. Friction angle of the backfill soil of 50°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.6778145858768427, "sigma": 0.43600729445785075, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.678, σ=0.436, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 2E-14 }, { "x": 5, "y": 9.8E-13 }, { "x": 6, "y": 1.805E-11 }, { "x": 7, "y": 1.8554E-10 }, { "x": 8, "y": 1.26527E-09 }, { "x": 9, "y": 6.37689E-09 }, { "x": 10, "y": 2.551511E-08 }, { "x": 11, "y": 8.51754E-08 }, { "x": 12, "y": 2.4585305E-07 }, { "x": 13, "y": 6.300677E-07 }, { "x": 14, "y": 1.46283317E-06 }, { "x": 15, "y": 3.12526689E-06 }, { "x": 16, "y": 6.22055432E-06 }, { "x": 17, "y": 1.165002046E-05 }, { "x": 18, "y": 2.069584046E-05 }, { "x": 19, "y": 3.510609106E-05 }, { "x": 20, "y": 5.717746766E-05 }, { "x": 21, "y": 8.98310524E-05 }, { "x": 22, "y": 0.00013667695393 }, { "x": 23, "y": 0.0002020643523 }, { "x": 24, "y": 0.00029111437062 }, { "x": 25, "y": 0.00040973415909 }, { "x": 26, "y": 0.00056461153346 }, { "x": 27, "y": 0.0007631903947 }, { "x": 28, "y": 0.00101362792471 }, { "x": 29, "y": 0.00132473517791 }, { "x": 30, "y": 0.00170590316153 }, { "x": 31, "y": 0.00216701681793 }, { "x": 32, "y": 0.00271835950338 }, { "x": 33, "y": 0.00337051061421 }, { "x": 34, "y": 0.00413423896313 }, { "x": 35, "y": 0.00502039437708 }, { "x": 36, "y": 0.00603979979279 }, { "x": 37, "y": 0.00720314588682 }, { "x": 38, "y": 0.00852089000928 }, { "x": 39, "y": 0.01000316091032 }, { "x": 40, "y": 0.01165967046619 }, { "x": 41, "y": 0.01349963333781 }, { "x": 42, "y": 0.01553169523615 }, { "x": 43, "y": 0.01776387022964 }, { "x": 44, "y": 0.02020348731434 }, { "x": 45, "y": 0.02285714627753 }, { "x": 46, "y": 0.02573068272193 }, { "x": 47, "y": 0.02882914198023 }, { "x": 48, "y": 0.03215676153624 }, { "x": 49, "y": 0.03571696147986 }, { "x": 50, "y": 0.0395123424543 }, { "x": 51, "y": 0.04354469050572 }, { "x": 52, "y": 0.04781498821331 }, { "x": 53, "y": 0.05232343146144 }, { "x": 54, "y": 0.05706945121175 }, { "x": 55, "y": 0.06205173963997 }, { "x": 56, "y": 0.06726828001821 }, { "x": 57, "y": 0.07271637974685 }, { "x": 58, "y": 0.07839270596865 }, { "x": 59, "y": 0.08429332323096 }, { "x": 60, "y": 0.09041373269771 }, { "x": 61, "y": 0.09674891245087 }, { "x": 62, "y": 0.10329335845988 }, { "x": 63, "y": 0.11004112583698 }, { "x": 64, "y": 0.11698587003458 }, { "x": 65, "y": 0.12412088767942 }, { "x": 66, "y": 0.131439156774 }, { "x": 67, "y": 0.13893337603138 }, { "x": 68, "y": 0.14659600314192 }, { "x": 69, "y": 0.15441929180183 }, { "x": 70, "y": 0.16239532736232 }, { "x": 71, "y": 0.17051606098437 }, { "x": 72, "y": 0.17877334220927 }, { "x": 73, "y": 0.18715894987667 }, { "x": 74, "y": 0.19566462134267 }, { "x": 75, "y": 0.20428207996796 }, { "x": 76, "y": 0.21300306086284 }, { "x": 77, "y": 0.22181933488945 }, { "x": 78, "y": 0.23072273093471 }, { "x": 79, "y": 0.23970515647793 }, { "x": 80, "y": 0.24875861648647 }, { "x": 81, "y": 0.25787523068075 }, { "x": 82, "y": 0.26704724921667 }, { "x": 83, "y": 0.27626706683851 }, { "x": 84, "y": 0.28552723556041 }, { "x": 85, "y": 0.29482047593716 }, { "x": 86, "y": 0.30413968698821 }, { "x": 87, "y": 0.31347795484011 }, { "x": 88, "y": 0.32282856015395 }, { "x": 89, "y": 0.33218498440452 }, { "x": 90, "y": 0.34154091507827 }, { "x": 91, "y": 0.35089024985603 }, { "x": 92, "y": 0.36022709984619 }, { "x": 93, "y": 0.36954579193215 }, { "x": 94, "y": 0.37884087029689 }, { "x": 95, "y": 0.38810709718514 }, { "x": 96, "y": 0.39733945296222 }, { "x": 97, "y": 0.40653313552615 }, { "x": 98, "y": 0.41568355912755 }, { "x": 99, "y": 0.42478635264938 }, { "x": 100, "y": 0.43383735739654 }, { "x": 101, "y": 0.44283262444245 }, { "x": 102, "y": 0.45176841157783 }, { "x": 103, "y": 0.46064117990411 }, { "x": 104, "y": 0.46944759011162 }, { "x": 105, "y": 0.47818449848051 }, { "x": 106, "y": 0.48684895263985 }, { "x": 107, "y": 0.49543818711817 }, { "x": 108, "y": 0.50394961871659 }, { "x": 109, "y": 0.51238084173342 }, { "x": 110, "y": 0.52072962306724 }, { "x": 111, "y": 0.52899389722345 }, { "x": 112, "y": 0.53717176124726 }, { "x": 113, "y": 0.54526146960455 }, { "x": 114, "y": 0.55326142903001 }, { "x": 115, "y": 0.56117019336067 }, { "x": 116, "y": 0.56898645837112 }, { "x": 117, "y": 0.5767090566253 }, { "x": 118, "y": 0.58433695235852 }, { "x": 119, "y": 0.59186923640182 }, { "x": 120, "y": 0.5993051211597 }, { "x": 121, "y": 0.60664393565123 }, { "x": 122, "y": 0.61388512062296 }, { "x": 123, "y": 0.62102822374177 }, { "x": 124, "y": 0.62807289487424 }, { "x": 125, "y": 0.63501888145847 }, { "x": 126, "y": 0.64186602397364 }, { "x": 127, "y": 0.64861425151151 }, { "x": 128, "y": 0.65526357745352 }, { "x": 129, "y": 0.66181409525666 }, { "x": 130, "y": 0.66826597435035 }, { "x": 131, "y": 0.67461945614624 }, { "x": 132, "y": 0.6808748501624 }, { "x": 133, "y": 0.6870325302627 }, { "x": 134, "y": 0.6930929310118 }, { "x": 135, "y": 0.6990565441461 }, { "x": 136, "y": 0.70492391516007 }, { "x": 137, "y": 0.71069564000775 }, { "x": 138, "y": 0.71637236191827 }, { "x": 139, "y": 0.72195476832456 }, { "x": 140, "y": 0.72744358790369 }, { "x": 141, "y": 0.73283958772756 }, { "x": 142, "y": 0.7381435705221 }, { "x": 143, "y": 0.74335637203311 }, { "x": 144, "y": 0.74847885849695 }, { "x": 145, "y": 0.7535119242137 }, { "x": 146, "y": 0.75845648922085 }, { "x": 147, "y": 0.76331349706509 }, { "x": 148, "y": 0.76808391266993 }, { "x": 149, "y": 0.77276872029669 }, { "x": 150, "y": 0.77736892159644 }, { "x": 151, "y": 0.78188553375046 }, { "x": 152, "y": 0.78631958769662 }, { "x": 153, "y": 0.79067212643931 }, { "x": 154, "y": 0.79494420344028 }, { "x": 155, "y": 0.79913688108795 }, { "x": 156, "y": 0.80325122924267 }, { "x": 157, "y": 0.80728832385553 }, { "x": 158, "y": 0.81124924565806 }, { "x": 159, "y": 0.81513507892072 }, { "x": 160, "y": 0.81894691027738 }, { "x": 161, "y": 0.82268582761383 }, { "x": 162, "y": 0.82635291901771 }, { "x": 163, "y": 0.82994927178769 }, { "x": 164, "y": 0.83347597149967 }, { "x": 165, "y": 0.83693410112786 }, { "x": 166, "y": 0.84032474021841 }, { "x": 167, "y": 0.84364896411376 }, { "x": 168, "y": 0.84690784322547 }, { "x": 169, "y": 0.85010244235364 }, { "x": 170, "y": 0.85323382005097 }, { "x": 171, "y": 0.8563030280295 }, { "x": 172, "y": 0.85931111060842 }, { "x": 173, "y": 0.86225910420086 }, { "x": 174, "y": 0.86514803683822 }, { "x": 175, "y": 0.8679789277302 }, { "x": 176, "y": 0.87075278685902 }, { "x": 177, "y": 0.87347061460615 }, { "x": 178, "y": 0.87613340141017 }, { "x": 179, "y": 0.8787421274542 }, { "x": 180, "y": 0.88129776238152 }, { "x": 181, "y": 0.88380126503803 }, { "x": 182, "y": 0.88625358324027 }, { "x": 183, "y": 0.88865565356755 }, { "x": 184, "y": 0.89100840117732 }, { "x": 185, "y": 0.89331273964217 }, { "x": 186, "y": 0.89556957080776 }, { "x": 187, "y": 0.89777978467023 }, { "x": 188, "y": 0.89994425927232 }, { "x": 189, "y": 0.90206386061699 }, { "x": 190, "y": 0.90413944259773 }, { "x": 191, "y": 0.90617184694455 }, { "x": 192, "y": 0.90816190318481 }, { "x": 193, "y": 0.91011042861795 }, { "x": 194, "y": 0.91201822830348 }, { "x": 195, "y": 0.91388609506124 }, { "x": 196, "y": 0.91571480948335 }, { "x": 197, "y": 0.91750513995705 }, { "x": 198, "y": 0.91925784269778 }, { "x": 199, "y": 0.92097366179182 }, { "x": 200, "y": 0.92265332924791 } ] }, { "id": 268, "curve_id": "E8.35", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 30 kN/m. Friction angle of the backfill soil of 30°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.3022771736035725, "sigma": 0.4100605302818674, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.302, σ=0.410, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 5.8E-13 }, { "x": 5, "y": 2.568E-11 }, { "x": 6, "y": 4.6114E-10 }, { "x": 7, "y": 4.55849E-09 }, { "x": 8, "y": 2.967475E-08 }, { "x": 9, "y": 1.4218886E-07 }, { "x": 10, "y": 5.3971062E-07 }, { "x": 11, "y": 1.70741136E-06 }, { "x": 12, "y": 4.66908818E-06 }, { "x": 13, "y": 1.133844403E-05 }, { "x": 14, "y": 2.495639662E-05 }, { "x": 15, "y": 5.058169092E-05 }, { "x": 16, "y": 9.558925594E-05 }, { "x": 17, "y": 0.00017012588547 }, { "x": 18, "y": 0.00028747589216 }, { "x": 19, "y": 0.00046429870801 }, { "x": 20, "y": 0.00072071353874 }, { "x": 21, "y": 0.00108022063952 }, { "x": 22, "y": 0.00156946250516 }, { "x": 23, "y": 0.00221783983003 }, { "x": 24, "y": 0.0030570057144 }, { "x": 25, "y": 0.00412026704558 }, { "x": 26, "y": 0.00544192444563 }, { "x": 27, "y": 0.00705658208696 }, { "x": 28, "y": 0.00899845659407 }, { "x": 29, "y": 0.01130071076449 }, { "x": 30, "y": 0.01399483350215 }, { "x": 31, "y": 0.01711008263519 }, { "x": 32, "y": 0.02067300256052 }, { "x": 33, "y": 0.02470702419916 }, { "x": 34, "y": 0.0292321507441 }, { "x": 35, "y": 0.03426472924789 }, { "x": 36, "y": 0.03981730527722 }, { "x": 37, "y": 0.04589855565643 }, { "x": 38, "y": 0.05251329269885 }, { "x": 39, "y": 0.05966253222814 }, { "x": 40, "y": 0.0673436170544 }, { "x": 41, "y": 0.07555038731875 }, { "x": 42, "y": 0.08427338918332 }, { "x": 43, "y": 0.09350011365146 }, { "x": 44, "y": 0.10321525779493 }, { "x": 45, "y": 0.11340100128413 }, { "x": 46, "y": 0.12403729181872 }, { "x": 47, "y": 0.1351021337996 }, { "x": 48, "y": 0.14657187533854 }, { "x": 49, "y": 0.15842148944351 }, { "x": 50, "y": 0.17062484592856 }, { "x": 51, "y": 0.18315497126293 }, { "x": 52, "y": 0.19598429418685 }, { "x": 53, "y": 0.20908487547527 }, { "x": 54, "y": 0.22242862072421 }, { "x": 55, "y": 0.23598747546676 }, { "x": 56, "y": 0.24973360229882 }, { "x": 57, "y": 0.26363954001154 }, { "x": 58, "y": 0.27767834499185 }, { "x": 59, "y": 0.29182371536855 }, { "x": 60, "y": 0.30605009855369 }, { "x": 61, "y": 0.3203327829626 }, { "x": 62, "y": 0.33464797479489 }, { "x": 63, "y": 0.3489728608278 }, { "x": 64, "y": 0.36328565821658 }, { "x": 65, "y": 0.37756565231817 }, { "x": 66, "y": 0.3917932235575 }, { "x": 67, "y": 0.40594986434378 }, { "x": 68, "y": 0.42001818702017 }, { "x": 69, "y": 0.43398192379641 }, { "x": 70, "y": 0.44782591957278 }, { "x": 71, "y": 0.46153611851742 }, { "x": 72, "y": 0.47509954520829 }, { "x": 73, "y": 0.4885042810985 }, { "x": 74, "y": 0.50173943700979 }, { "x": 75, "y": 0.51479512230447 }, { "x": 76, "y": 0.52766241133275 }, { "x": 77, "y": 0.54033330769979 }, { "x": 78, "y": 0.55280070684613 }, { "x": 79, "y": 0.56505835738652 }, { "x": 80, "y": 0.57710082160597 }, { "x": 81, "y": 0.58892343546799 }, { "x": 82, "y": 0.60052226844921 }, { "x": 83, "y": 0.61189408347627 }, { "x": 84, "y": 0.62303629720518 }, { "x": 85, "y": 0.633946940851 }, { "x": 86, "y": 0.64462462174523 }, { "x": 87, "y": 0.65506848577109 }, { "x": 88, "y": 0.66527818080175 }, { "x": 89, "y": 0.67525382124398 }, { "x": 90, "y": 0.68499595376926 }, { "x": 91, "y": 0.69450552429614 }, { "x": 92, "y": 0.70378384627133 }, { "x": 93, "y": 0.71283257028252 }, { "x": 94, "y": 0.72165365502299 }, { "x": 95, "y": 0.73024933961715 }, { "x": 96, "y": 0.73862211730605 }, { "x": 97, "y": 0.74677471048367 }, { "x": 98, "y": 0.75471004706729 }, { "x": 99, "y": 0.76243123817935 }, { "x": 100, "y": 0.76994155711271 }, { "x": 101, "y": 0.77724441954703 }, { "x": 102, "y": 0.78434336498062 }, { "x": 103, "y": 0.79124203933888 }, { "x": 104, "y": 0.79794417871875 }, { "x": 105, "y": 0.8044535942266 }, { "x": 106, "y": 0.81077415786602 }, { "x": 107, "y": 0.8169097894312 }, { "x": 108, "y": 0.82286444436133 }, { "x": 109, "y": 0.82864210251145 }, { "x": 110, "y": 0.83424675779527 }, { "x": 111, "y": 0.83968240865629 }, { "x": 112, "y": 0.84495304932417 }, { "x": 113, "y": 0.85006266181399 }, { "x": 114, "y": 0.8550152086274 }, { "x": 115, "y": 0.85981462611562 }, { "x": 116, "y": 0.86446481846551 }, { "x": 117, "y": 0.86896965227127 }, { "x": 118, "y": 0.87333295165573 }, { "x": 119, "y": 0.8775584939064 }, { "x": 120, "y": 0.88165000559326 }, { "x": 121, "y": 0.88561115913624 }, { "x": 122, "y": 0.88944556979202 }, { "x": 123, "y": 0.89315679303135 }, { "x": 124, "y": 0.89674832227906 }, { "x": 125, "y": 0.90022358699078 }, { "x": 126, "y": 0.90358595104133 }, { "x": 127, "y": 0.9068387114015 }, { "x": 128, "y": 0.90998509708075 }, { "x": 129, "y": 0.91302826831495 }, { "x": 130, "y": 0.91597131597934 }, { "x": 131, "y": 0.91881726120815 }, { "x": 132, "y": 0.92156905520312 }, { "x": 133, "y": 0.92422957921482 }, { "x": 134, "y": 0.92680164468097 }, { "x": 135, "y": 0.92928799350761 }, { "x": 136, "y": 0.93169129847937 }, { "x": 137, "y": 0.93401416378638 }, { "x": 138, "y": 0.93625912565591 }, { "x": 139, "y": 0.93842865307779 }, { "x": 140, "y": 0.94052514861347 }, { "x": 141, "y": 0.94255094927908 }, { "x": 142, "y": 0.94450832749375 }, { "x": 143, "y": 0.94639949208504 }, { "x": 144, "y": 0.94822658934377 }, { "x": 145, "y": 0.94999170412149 }, { "x": 146, "y": 0.95169686096389 }, { "x": 147, "y": 0.95334402527433 }, { "x": 148, "y": 0.95493510450198 }, { "x": 149, "y": 0.95647194934958 }, { "x": 150, "y": 0.95795635499613 }, { "x": 151, "y": 0.95939006233035 }, { "x": 152, "y": 0.96077475919102 }, { "x": 153, "y": 0.96211208161077 }, { "x": 154, "y": 0.96340361505997 }, { "x": 155, "y": 0.96465089568801 }, { "x": 156, "y": 0.96585541155918 }, { "x": 157, "y": 0.96701860388096 }, { "x": 158, "y": 0.96814186822242 }, { "x": 159, "y": 0.969226555721 }, { "x": 160, "y": 0.97027397427589 }, { "x": 161, "y": 0.97128538972647 }, { "x": 162, "y": 0.97226202701464 }, { "x": 163, "y": 0.97320507132971 }, { "x": 164, "y": 0.97411566923494 }, { "x": 165, "y": 0.97499492977488 }, { "x": 166, "y": 0.97584392556267 }, { "x": 167, "y": 0.97666369384677 }, { "x": 168, "y": 0.97745523755658 }, { "x": 169, "y": 0.97821952632656 }, { "x": 170, "y": 0.9789574974984 }, { "x": 171, "y": 0.97967005710123 }, { "x": 172, "y": 0.98035808080946 }, { "x": 173, "y": 0.98102241487833 }, { "x": 174, "y": 0.98166387705704 }, { "x": 175, "y": 0.98228325747956 }, { "x": 176, "y": 0.98288131953305 }, { "x": 177, "y": 0.98345880070426 }, { "x": 178, "y": 0.98401641340373 }, { "x": 179, "y": 0.98455484576835 }, { "x": 180, "y": 0.98507476244224 }, { "x": 181, "y": 0.98557680533628 }, { "x": 182, "y": 0.9860615943667 }, { "x": 183, "y": 0.98652972817288 }, { "x": 184, "y": 0.98698178481469 }, { "x": 185, "y": 0.98741832244988 }, { "x": 186, "y": 0.98783987999169 }, { "x": 187, "y": 0.98824697774715 }, { "x": 188, "y": 0.98864011803644 }, { "x": 189, "y": 0.98901978579366 }, { "x": 190, "y": 0.98938644914947 }, { "x": 191, "y": 0.98974055999591 }, { "x": 192, "y": 0.99008255453391 }, { "x": 193, "y": 0.99041285380383 }, { "x": 194, "y": 0.99073186419941 }, { "x": 195, "y": 0.99103997796561 }, { "x": 196, "y": 0.99133757368072 }, { "x": 197, "y": 0.9916250167231 }, { "x": 198, "y": 0.99190265972299 }, { "x": 199, "y": 0.99217084299978 }, { "x": 200, "y": 0.99242989498519 } ] }, { "id": 269, "curve_id": "E8.36", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 30 kN/m. Friction angle of the backfill soil of 35°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.4627378524366721, "sigma": 0.4212441534028456, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.463, σ=0.421, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 1.4E-13 }, { "x": 5, "y": 6.28E-12 }, { "x": 6, "y": 1.1437E-10 }, { "x": 7, "y": 1.15223E-09 }, { "x": 8, "y": 7.66828E-09 }, { "x": 9, "y": 3.762803E-08 }, { "x": 10, "y": 1.4639471E-07 }, { "x": 11, "y": 4.7488139E-07 }, { "x": 12, "y": 1.33164255E-06 }, { "x": 13, "y": 3.31554759E-06 }, { "x": 14, "y": 7.48015292E-06 }, { "x": 15, "y": 1.553433333E-05 }, { "x": 16, "y": 3.006766571E-05 }, { "x": 17, "y": 5.478465483E-05 }, { "x": 18, "y": 9.472976379E-05 }, { "x": 19, "y": 0.00015648542154 }, { "x": 20, "y": 0.00024832737231 }, { "x": 21, "y": 0.00038032532847 }, { "x": 22, "y": 0.00056438124347 }, { "x": 23, "y": 0.00081420204791 }, { "x": 24, "y": 0.00114520791892 }, { "x": 25, "y": 0.00157438076096 }, { "x": 26, "y": 0.00212006038203 }, { "x": 27, "y": 0.00280169779355 }, { "x": 28, "y": 0.00363957617221 }, { "x": 29, "y": 0.00465451038973 }, { "x": 30, "y": 0.00586753576499 }, { "x": 31, "y": 0.007299595963 }, { "x": 32, "y": 0.00897123889265 }, { "x": 33, "y": 0.01090232816799 }, { "x": 34, "y": 0.01311177630245 }, { "x": 35, "y": 0.01561730439275 }, { "x": 36, "y": 0.01843523168582 }, { "x": 37, "y": 0.02158029715855 }, { "x": 38, "y": 0.0250655141085 }, { "x": 39, "y": 0.02890205777342 }, { "x": 40, "y": 0.03309918517516 }, { "x": 41, "y": 0.03766418571855 }, { "x": 42, "y": 0.04260236056067 }, { "x": 43, "y": 0.04791702838833 }, { "x": 44, "y": 0.05360955498729 }, { "x": 45, "y": 0.05967940383997 }, { "x": 46, "y": 0.06612420493263 }, { "x": 47, "y": 0.07293983897291 }, { "x": 48, "y": 0.08012053429893 }, { "x": 49, "y": 0.08765897388882 }, { "x": 50, "y": 0.09554641004171 }, { "x": 51, "y": 0.10377278448826 }, { "x": 52, "y": 0.11232685189097 }, { "x": 53, "y": 0.12119630490441 }, { "x": 54, "y": 0.13036789917716 }, { "x": 55, "y": 0.13982757688542 }, { "x": 56, "y": 0.14956058758931 }, { "x": 57, "y": 0.15955160539359 }, { "x": 58, "y": 0.16978484157341 }, { "x": 59, "y": 0.18024415199085 }, { "x": 60, "y": 0.19091313877867 }, { "x": 61, "y": 0.2017752459041 }, { "x": 62, "y": 0.21281384834715 }, { "x": 63, "y": 0.22401233473527 }, { "x": 64, "y": 0.23535418337001 }, { "x": 65, "y": 0.24682303166243 }, { "x": 66, "y": 0.25840273906271 }, { "x": 67, "y": 0.27007744362743 }, { "x": 68, "y": 0.28183161241525 }, { "x": 69, "y": 0.29365008594063 }, { "x": 70, "y": 0.30551811694491 }, { "x": 71, "y": 0.31742140376708 }, { "x": 72, "y": 0.32934611861287 }, { "x": 73, "y": 0.34127893103128 }, { "x": 74, "y": 0.35320702691362 }, { "x": 75, "y": 0.3651181233313 }, { "x": 76, "y": 0.37700047952694 }, { "x": 77, "y": 0.388842904368 }, { "x": 78, "y": 0.40063476056497 }, { "x": 79, "y": 0.41236596594633 }, { "x": 80, "y": 0.42402699207187 }, { "x": 81, "y": 0.43560886045333 }, { "x": 82, "y": 0.4471031366386 }, { "x": 83, "y": 0.45850192240155 }, { "x": 84, "y": 0.46979784626607 }, { "x": 85, "y": 0.48098405257803 }, { "x": 86, "y": 0.49205418932523 }, { "x": 87, "y": 0.50300239489098 }, { "x": 88, "y": 0.51382328391323 }, { "x": 89, "y": 0.52451193240804 }, { "x": 90, "y": 0.53506386230274 }, { "x": 91, "y": 0.54547502551223 }, { "x": 92, "y": 0.5557417876794 }, { "x": 93, "y": 0.56586091168989 }, { "x": 94, "y": 0.57582954106024 }, { "x": 95, "y": 0.58564518328874 }, { "x": 96, "y": 0.59530569324843 }, { "x": 97, "y": 0.60480925669321 }, { "x": 98, "y": 0.61415437393948 }, { "x": 99, "y": 0.62333984377812 }, { "x": 100, "y": 0.63236474766451 }, { "x": 101, "y": 0.64122843422772 }, { "x": 102, "y": 0.64993050413389 }, { "x": 103, "y": 0.65847079533341 }, { "x": 104, "y": 0.66684936871624 }, { "x": 105, "y": 0.67506649419539 }, { "x": 106, "y": 0.68312263723391 }, { "x": 107, "y": 0.69101844582761 }, { "x": 108, "y": 0.69875473795166 }, { "x": 109, "y": 0.70633248947655 }, { "x": 110, "y": 0.7137528225561 }, { "x": 111, "y": 0.72101699448758 }, { "x": 112, "y": 0.72812638704208 }, { "x": 113, "y": 0.73508249626118 }, { "x": 114, "y": 0.74188692271451 }, { "x": 115, "y": 0.74854136221104 }, { "x": 116, "y": 0.75504759695605 }, { "x": 117, "y": 0.76140748714444 }, { "x": 118, "y": 0.76762296298013 }, { "x": 119, "y": 0.77369601711073 }, { "x": 120, "y": 0.77962869746598 }, { "x": 121, "y": 0.78542310048777 }, { "x": 122, "y": 0.79108136473961 }, { "x": 123, "y": 0.79660566488264 }, { "x": 124, "y": 0.80199820600562 }, { "x": 125, "y": 0.80726121829571 }, { "x": 126, "y": 0.81239695203725 }, { "x": 127, "y": 0.81740767292555 }, { "x": 128, "y": 0.82229565768282 }, { "x": 129, "y": 0.82706318996352 }, { "x": 130, "y": 0.83171255653671 }, { "x": 131, "y": 0.83624604373285 }, { "x": 132, "y": 0.84066593414317 }, { "x": 133, "y": 0.84497450355972 }, { "x": 134, "y": 0.84917401814446 }, { "x": 135, "y": 0.85326673181636 }, { "x": 136, "y": 0.85725488384545 }, { "x": 137, "y": 0.86114069664328 }, { "x": 138, "y": 0.86492637373957 }, { "x": 139, "y": 0.86861409793516 }, { "x": 140, "y": 0.87220602962166 }, { "x": 141, "y": 0.87570430525865 }, { "x": 142, "y": 0.8791110359996 }, { "x": 143, "y": 0.88242830645783 }, { "x": 144, "y": 0.88565817360464 }, { "x": 145, "y": 0.8888026657915 }, { "x": 146, "y": 0.89186378188899 }, { "x": 147, "y": 0.89484349053519 }, { "x": 148, "y": 0.8977437294868 }, { "x": 149, "y": 0.90056640506639 }, { "x": 150, "y": 0.90331339169947 }, { "x": 151, "y": 0.90598653153562 }, { "x": 152, "y": 0.90858763414787 }, { "x": 153, "y": 0.91111847630505 }, { "x": 154, "y": 0.91358080181195 }, { "x": 155, "y": 0.91597632141253 }, { "x": 156, "y": 0.91830671275143 }, { "x": 157, "y": 0.92057362038963 }, { "x": 158, "y": 0.92277865587002 }, { "x": 159, "y": 0.92492339782892 }, { "x": 160, "y": 0.92700939215008 }, { "x": 161, "y": 0.92903815215748 }, { "x": 162, "y": 0.9310111588437 }, { "x": 163, "y": 0.93292986113086 }, { "x": 164, "y": 0.93479567616111 }, { "x": 165, "y": 0.93660998961399 }, { "x": 166, "y": 0.93837415604803 }, { "x": 167, "y": 0.94008949926423 }, { "x": 168, "y": 0.94175731268911 }, { "x": 169, "y": 0.94337885977522 }, { "x": 170, "y": 0.94495537441708 }, { "x": 171, "y": 0.94648806138074 }, { "x": 172, "y": 0.94797809674516 }, { "x": 173, "y": 0.94942662835378 }, { "x": 174, "y": 0.95083477627486 }, { "x": 175, "y": 0.95220363326899 }, { "x": 176, "y": 0.95353426526262 }, { "x": 177, "y": 0.95482771182632 }, { "x": 178, "y": 0.95608498665659 }, { "x": 179, "y": 0.95730707806024 }, { "x": 180, "y": 0.95849494944033 }, { "x": 181, "y": 0.95964953978272 }, { "x": 182, "y": 0.96077176414252 }, { "x": 183, "y": 0.96186251412955 }, { "x": 184, "y": 0.96292265839212 }, { "x": 185, "y": 0.96395304309861 }, { "x": 186, "y": 0.96495449241609 }, { "x": 187, "y": 0.96592780898553 }, { "x": 188, "y": 0.9668737743931 }, { "x": 189, "y": 0.96779314963713 }, { "x": 190, "y": 0.96868667559026 }, { "x": 191, "y": 0.96955507345647 }, { "x": 192, "y": 0.9703990452227 }, { "x": 193, "y": 0.97121927410469 }, { "x": 194, "y": 0.97201642498675 }, { "x": 195, "y": 0.97279114485547 }, { "x": 196, "y": 0.97354406322678 }, { "x": 197, "y": 0.97427579256659 }, { "x": 198, "y": 0.97498692870458 }, { "x": 199, "y": 0.97567805124112 }, { "x": 200, "y": 0.97634972394724 } ] }, { "id": 270, "curve_id": "E8.37", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 30 kN/m. Friction angle of the backfill soil of 40°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.5875541031102571, "sigma": 0.42994346779253262, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.588, σ=0.430, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 5E-14 }, { "x": 5, "y": 2.15E-12 }, { "x": 6, "y": 3.944E-11 }, { "x": 7, "y": 4.0192E-10 }, { "x": 8, "y": 2.71242E-09 }, { "x": 9, "y": 1.351683E-08 }, { "x": 10, "y": 5.345177E-08 }, { "x": 11, "y": 1.7631441E-07 }, { "x": 12, "y": 5.0284776E-07 }, { "x": 13, "y": 1.27337733E-06 }, { "x": 14, "y": 2.92161845E-06 }, { "x": 15, "y": 6.16939596E-06 }, { "x": 16, "y": 1.213922921E-05 }, { "x": 17, "y": 2.247926143E-05 }, { "x": 18, "y": 3.949323529E-05 }, { "x": 19, "y": 6.626732315E-05 }, { "x": 20, "y": 0.00010678562253 }, { "x": 21, "y": 0.00016602690209 }, { "x": 22, "y": 0.00025003653511 }, { "x": 23, "y": 0.00036596926193 }, { "x": 24, "y": 0.00052210026823 }, { "x": 25, "y": 0.00072780387506 }, { "x": 26, "y": 0.0009935007743 }, { "x": 27, "y": 0.00133057612284 }, { "x": 28, "y": 0.00175127188393 }, { "x": 29, "y": 0.00226855756234 }, { "x": 30, "y": 0.00289598393579 }, { "x": 31, "y": 0.00364752456828 }, { "x": 32, "y": 0.00453740984381 }, { "x": 33, "y": 0.00557995802667 }, { "x": 34, "y": 0.00678940748256 }, { "x": 35, "y": 0.00817975372691 }, { "x": 36, "y": 0.0097645944404 }, { "x": 37, "y": 0.01155698503911 }, { "x": 38, "y": 0.01356930683531 }, { "x": 39, "y": 0.01581314929358 }, { "x": 40, "y": 0.01829920739214 }, { "x": 41, "y": 0.02103719465013 }, { "x": 42, "y": 0.02403577198504 }, { "x": 43, "y": 0.02730249222306 }, { "x": 44, "y": 0.03084375979899 }, { "x": 45, "y": 0.03466480495005 }, { "x": 46, "y": 0.03876967152587 }, { "x": 47, "y": 0.04316121740176 }, { "x": 48, "y": 0.04784112638784 }, { "x": 49, "y": 0.05280993046972 }, { "x": 50, "y": 0.0580670411901 }, { "x": 51, "y": 0.06361078898193 }, { "x": 52, "y": 0.06943846928573 }, { "x": 53, "y": 0.07554639432473 }, { "x": 54, "y": 0.08192994946521 }, { "x": 55, "y": 0.08858365315388 }, { "x": 56, "y": 0.09550121949586 }, { "x": 57, "y": 0.10267562261328 }, { "x": 58, "y": 0.11009916200295 }, { "x": 59, "y": 0.11776352819115 }, { "x": 60, "y": 0.1256598680619 }, { "x": 61, "y": 0.1337788493112 }, { "x": 62, "y": 0.14211072355314 }, { "x": 63, "y": 0.15064538767295 }, { "x": 64, "y": 0.15937244308726 }, { "x": 65, "y": 0.16828125263237 }, { "x": 66, "y": 0.17736099485701 }, { "x": 67, "y": 0.18660071554687 }, { "x": 68, "y": 0.19598937635423 }, { "x": 69, "y": 0.20551590044721 }, { "x": 70, "y": 0.21516921513004 }, { "x": 71, "y": 0.2249382914179 }, { "x": 72, "y": 0.23481218057813 }, { "x": 73, "y": 0.24478004767425 }, { "x": 74, "y": 0.25483120216964 }, { "x": 75, "y": 0.26495512566556 }, { "x": 76, "y": 0.27514149686258 }, { "x": 77, "y": 0.28538021384619 }, { "x": 78, "y": 0.29566141380679 }, { "x": 79, "y": 0.30597549031126 }, { "x": 80, "y": 0.31631310824852 }, { "x": 81, "y": 0.32666521657464 }, { "x": 82, "y": 0.33702305898539 }, { "x": 83, "y": 0.34737818264407 }, { "x": 84, "y": 0.35772244509245 }, { "x": 85, "y": 0.36804801947052 }, { "x": 86, "y": 0.3783473981689 }, { "x": 87, "y": 0.38861339503421 }, { "x": 88, "y": 0.39883914624434 }, { "x": 89, "y": 0.40901810996641 }, { "x": 90, "y": 0.41914406490586 }, { "x": 91, "y": 0.42921110785008 }, { "x": 92, "y": 0.43921365030562 }, { "x": 93, "y": 0.44914641432266 }, { "x": 94, "y": 0.4590044275953 }, { "x": 95, "y": 0.46878301792166 }, { "x": 96, "y": 0.47847780710201 }, { "x": 97, "y": 0.48808470434888 }, { "x": 98, "y": 0.49759989927772 }, { "x": 99, "y": 0.50701985454224 }, { "x": 100, "y": 0.51634129817379 }, { "x": 101, "y": 0.52556121567981 }, { "x": 102, "y": 0.53467684195198 }, { "x": 103, "y": 0.54368565303079 }, { "x": 104, "y": 0.5525853577691 }, { "x": 105, "y": 0.56137388943384 }, { "x": 106, "y": 0.57004939728117 }, { "x": 107, "y": 0.57861023813744 }, { "x": 108, "y": 0.58705496801473 }, { "x": 109, "y": 0.59538233378725 }, { "x": 110, "y": 0.60359126495172 }, { "x": 111, "y": 0.61168086549257 }, { "x": 112, "y": 0.61965040587019 }, { "x": 113, "y": 0.62749931514825 }, { "x": 114, "y": 0.63522717327412 }, { "x": 115, "y": 0.64283370352437 }, { "x": 116, "y": 0.65031876512564 }, { "x": 117, "y": 0.6576823460594 }, { "x": 118, "y": 0.66492455605782 }, { "x": 119, "y": 0.67204561979625 }, { "x": 120, "y": 0.679045870287 }, { "x": 121, "y": 0.68592574247748 }, { "x": 122, "y": 0.69268576705507 }, { "x": 123, "y": 0.6993265644599 }, { "x": 124, "y": 0.7058488391061 }, { "x": 125, "y": 0.71225337381093 }, { "x": 126, "y": 0.71854102443107 }, { "x": 127, "y": 0.72471271470415 }, { "x": 128, "y": 0.73076943129336 }, { "x": 129, "y": 0.73671221903259 }, { "x": 130, "y": 0.74254217636883 }, { "x": 131, "y": 0.74826045099844 }, { "x": 132, "y": 0.75386823569339 }, { "x": 133, "y": 0.7593667643136 }, { "x": 134, "y": 0.76475730800076 }, { "x": 135, "y": 0.77004117154956 }, { "x": 136, "y": 0.7752196899512 }, { "x": 137, "y": 0.78029422510492 }, { "x": 138, "y": 0.78526616269226 }, { "x": 139, "y": 0.79013690920938 }, { "x": 140, "y": 0.79490788915245 }, { "x": 141, "y": 0.79958054235098 }, { "x": 142, "y": 0.80415632144433 }, { "x": 143, "y": 0.80863668949623 }, { "x": 144, "y": 0.81302311774249 }, { "x": 145, "y": 0.81731708346699 }, { "x": 146, "y": 0.82152006800111 }, { "x": 147, "y": 0.82563355484184 }, { "x": 148, "y": 0.82965902788394 }, { "x": 149, "y": 0.83359796976141 }, { "x": 150, "y": 0.83745186029401 }, { "x": 151, "y": 0.84122217503419 }, { "x": 152, "y": 0.84491038391024 }, { "x": 153, "y": 0.84851794996153 }, { "x": 154, "y": 0.85204632816157 }, { "x": 155, "y": 0.8554969643252 }, { "x": 156, "y": 0.85887129409575 }, { "x": 157, "y": 0.86217074200866 }, { "x": 158, "y": 0.8653967206279 }, { "x": 159, "y": 0.86855062975156 }, { "x": 160, "y": 0.8716338556834 }, { "x": 161, "y": 0.87464777056697 }, { "x": 162, "y": 0.87759373177917 }, { "x": 163, "y": 0.88047308138025 }, { "x": 164, "y": 0.88328714561729 }, { "x": 165, "y": 0.8860372344783 }, { "x": 166, "y": 0.8887246412943 }, { "x": 167, "y": 0.89135064238674 }, { "x": 168, "y": 0.89391649675775 }, { "x": 169, "y": 0.89642344582087 }, { "x": 170, "y": 0.89887271316983 }, { "x": 171, "y": 0.9012655043834 }, { "x": 172, "y": 0.90360300686391 }, { "x": 173, "y": 0.90588638970776 }, { "x": 174, "y": 0.9081168036056 }, { "x": 175, "y": 0.91029538077073 }, { "x": 176, "y": 0.91242323489365 }, { "x": 177, "y": 0.91450146112127 }, { "x": 178, "y": 0.91653113605903 }, { "x": 179, "y": 0.9185133177946 }, { "x": 180, "y": 0.92044904594144 }, { "x": 181, "y": 0.92233934170112 }, { "x": 182, "y": 0.92418520794282 }, { "x": 183, "y": 0.92598762929899 }, { "x": 184, "y": 0.92774757227576 }, { "x": 185, "y": 0.92946598537719 }, { "x": 186, "y": 0.9311437992421 }, { "x": 187, "y": 0.93278192679255 }, { "x": 188, "y": 0.93438126339304 }, { "x": 189, "y": 0.93594268701942 }, { "x": 190, "y": 0.93746705843673 }, { "x": 191, "y": 0.93895522138514 }, { "x": 192, "y": 0.94040800277314 }, { "x": 193, "y": 0.94182621287736 }, { "x": 194, "y": 0.94321064554829 }, { "x": 195, "y": 0.94456207842118 }, { "x": 196, "y": 0.94588127313167 }, { "x": 197, "y": 0.94716897553534 }, { "x": 198, "y": 0.94842591593094 }, { "x": 199, "y": 0.94965280928646 }, { "x": 200, "y": 0.95085035546781 } ] }, { "id": 271, "curve_id": "E8.38", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 30 kN/m. Friction angle of the backfill soil of 45°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.6888, "sigma": 0.43700000000000044, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.689, σ=0.437, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 2E-14 }, { "x": 5, "y": 9.2E-13 }, { "x": 6, "y": 1.685E-11 }, { "x": 7, "y": 1.7299E-10 }, { "x": 8, "y": 1.1785E-09 }, { "x": 9, "y": 5.9363E-09 }, { "x": 10, "y": 2.3747E-08 }, { "x": 11, "y": 7.927432E-08 }, { "x": 12, "y": 2.2886421E-07 }, { "x": 13, "y": 5.8672092E-07 }, { "x": 14, "y": 1.36278E-06 }, { "x": 15, "y": 2.91299034E-06 }, { "x": 16, "y": 5.80134511E-06 }, { "x": 17, "y": 1.087163283E-05 }, { "x": 18, "y": 1.932572586E-05 }, { "x": 19, "y": 3.280442537E-05 }, { "x": 20, "y": 5.346649993E-05 }, { "x": 21, "y": 8.406158025E-05 }, { "x": 22, "y": 0.00012799295002 }, { "x": 23, "y": 0.00018936691363 }, { "x": 24, "y": 0.00027302623404 }, { "x": 25, "y": 0.00038456602385 }, { "x": 26, "y": 0.00053033136453 }, { "x": 27, "y": 0.00071739675921 }, { "x": 28, "y": 0.00095352825237 }, { "x": 29, "y": 0.00124712964888 }, { "x": 30, "y": 0.00160717472319 }, { "x": 31, "y": 0.00204312762886 }, { "x": 32, "y": 0.00256485390634 }, { "x": 33, "y": 0.00318252455814 }, { "x": 34, "y": 0.00390651563276 }, { "x": 35, "y": 0.00474730565023 }, { "x": 36, "y": 0.00571537303239 }, { "x": 37, "y": 0.00682109548704 }, { "x": 38, "y": 0.00807465305236 }, { "x": 39, "y": 0.00948593625105 }, { "x": 40, "y": 0.01106446054256 }, { "x": 41, "y": 0.01281928800657 }, { "x": 42, "y": 0.0147589569477 }, { "x": 43, "y": 0.01689141988645 }, { "x": 44, "y": 0.01922399019635 }, { "x": 45, "y": 0.02176329746599 }, { "x": 46, "y": 0.02451525150671 }, { "x": 47, "y": 0.02748501479255 }, { "x": 48, "y": 0.030676983008 }, { "x": 49, "y": 0.03409477328987 }, { "x": 50, "y": 0.03774121968034 }, { "x": 51, "y": 0.04161837525735 }, { "x": 52, "y": 0.04572752037419 }, { "x": 53, "y": 0.05006917641989 }, { "x": 54, "y": 0.05464312450435 }, { "x": 55, "y": 0.05944842847534 }, { "x": 56, "y": 0.06448346168556 }, { "x": 57, "y": 0.06974593694753 }, { "x": 58, "y": 0.07523293913794 }, { "x": 59, "y": 0.08094095994233 }, { "x": 60, "y": 0.08686593426283 }, { "x": 61, "y": 0.09300327784588 }, { "x": 62, "y": 0.09934792572226 }, { "x": 63, "y": 0.10589437108773 }, { "x": 64, "y": 0.11263670428842 }, { "x": 65, "y": 0.11956865161034 }, { "x": 66, "y": 0.12668361360647 }, { "x": 67, "y": 0.13397470272774 }, { "x": 68, "y": 0.1414347800557 }, { "x": 69, "y": 0.14905649096358 }, { "x": 70, "y": 0.15683229956047 }, { "x": 71, "y": 0.1647545217988 }, { "x": 72, "y": 0.17281535714856 }, { "x": 73, "y": 0.18100691876377 }, { "x": 74, "y": 0.18932126208594 }, { "x": 75, "y": 0.19775041184703 }, { "x": 76, "y": 0.20628638745045 }, { "x": 77, "y": 0.21492122672253 }, { "x": 78, "y": 0.2236470080395 }, { "x": 79, "y": 0.23245587084568 }, { "x": 80, "y": 0.24134003458849 }, { "x": 81, "y": 0.25029181610324 }, { "x": 82, "y": 0.25930364548827 }, { "x": 83, "y": 0.26836808051623 }, { "x": 84, "y": 0.27747781963196 }, { "x": 85, "y": 0.28662571359146 }, { "x": 86, "y": 0.29580477579899 }, { "x": 87, "y": 0.30500819140159 }, { "x": 88, "y": 0.31422932520171 }, { "x": 89, "y": 0.32346172844945 }, { "x": 90, "y": 0.33269914457626 }, { "x": 91, "y": 0.34193551393161 }, { "x": 92, "y": 0.35116497758391 }, { "x": 93, "y": 0.36038188024558 }, { "x": 94, "y": 0.36958077238137 }, { "x": 95, "y": 0.37875641155748 }, { "x": 96, "y": 0.38790376308705 }, { "x": 97, "y": 0.39701800002637 }, { "x": 98, "y": 0.40609450257364 }, { "x": 99, "y": 0.41512885692033 }, { "x": 100, "y": 0.42411685360323 }, { "x": 101, "y": 0.43305448540258 }, { "x": 102, "y": 0.44193794483015 }, { "x": 103, "y": 0.4507636212483 }, { "x": 104, "y": 0.45952809765945 }, { "x": 105, "y": 0.46822814720253 }, { "x": 106, "y": 0.47686072939163 }, { "x": 107, "y": 0.48542298612918 }, { "x": 108, "y": 0.49391223752456 }, { "x": 109, "y": 0.50232597754666 }, { "x": 110, "y": 0.51066186953726 }, { "x": 111, "y": 0.51891774160986 }, { "x": 112, "y": 0.52709158195728 }, { "x": 113, "y": 0.53518153408926 }, { "x": 114, "y": 0.5431858920198 }, { "x": 115, "y": 0.55110309542231 }, { "x": 116, "y": 0.55893172476938 }, { "x": 117, "y": 0.56667049647228 }, { "x": 118, "y": 0.57431825803401 }, { "x": 119, "y": 0.58187398322879 }, { "x": 120, "y": 0.58933676731906 }, { "x": 121, "y": 0.59670582232055 }, { "x": 122, "y": 0.60398047232457 }, { "x": 123, "y": 0.61116014888566 }, { "x": 124, "y": 0.61824438648204 }, { "x": 125, "y": 0.62523281805526 }, { "x": 126, "y": 0.63212517063462 }, { "x": 127, "y": 0.63892126105127 }, { "x": 128, "y": 0.64562099174619 }, { "x": 129, "y": 0.65222434667551 }, { "x": 130, "y": 0.65873138731614 }, { "x": 131, "y": 0.66514224877405 }, { "x": 132, "y": 0.67145713599705 }, { "x": 133, "y": 0.67767632009346 }, { "x": 134, "y": 0.68380013475771 }, { "x": 135, "y": 0.68982897280326 }, { "x": 136, "y": 0.6957632828032 }, { "x": 137, "y": 0.70160356583837 }, { "x": 138, "y": 0.70735037235257 }, { "x": 139, "y": 0.71300429911419 }, { "x": 140, "y": 0.7185659862833 }, { "x": 141, "y": 0.72403611458325 }, { "x": 142, "y": 0.72941540257513 }, { "x": 143, "y": 0.73470460403397 }, { "x": 144, "y": 0.73990450542477 }, { "x": 145, "y": 0.7450159234767 }, { "x": 146, "y": 0.75003970285363 }, { "x": 147, "y": 0.75497671391889 }, { "x": 148, "y": 0.75982785059234 }, { "x": 149, "y": 0.76459402829749 }, { "x": 150, "y": 0.76927618199666 }, { "x": 151, "y": 0.77387526431174 }, { "x": 152, "y": 0.77839224372846 }, { "x": 153, "y": 0.78282810288187 }, { "x": 154, "y": 0.78718383692058 }, { "x": 155, "y": 0.7914604519477 }, { "x": 156, "y": 0.79565896353597 }, { "x": 157, "y": 0.79978039531482 }, { "x": 158, "y": 0.80382577762727 }, { "x": 159, "y": 0.80779614625401 }, { "x": 160, "y": 0.81169254120288 }, { "x": 161, "y": 0.81551600556114 }, { "x": 162, "y": 0.81926758440859 }, { "x": 163, "y": 0.82294832378926 }, { "x": 164, "y": 0.82655926973956 }, { "x": 165, "y": 0.83010146737097 }, { "x": 166, "y": 0.83357596000491 }, { "x": 167, "y": 0.8369837883582 }, { "x": 168, "y": 0.84032598977672 }, { "x": 169, "y": 0.84360359751584 }, { "x": 170, "y": 0.84681764006528 }, { "x": 171, "y": 0.84996914051699 }, { "x": 172, "y": 0.85305911597404 }, { "x": 173, "y": 0.85608857699887 }, { "x": 174, "y": 0.85905852709933 }, { "x": 175, "y": 0.8619699622507 }, { "x": 176, "y": 0.8648238704523 }, { "x": 177, "y": 0.86762123131705 }, { "x": 178, "y": 0.87036301569257 }, { "x": 179, "y": 0.87305018531237 }, { "x": 180, "y": 0.87568369247573 }, { "x": 181, "y": 0.87826447975498 }, { "x": 182, "y": 0.88079347972879 }, { "x": 183, "y": 0.88327161474044 }, { "x": 184, "y": 0.88569979667956 }, { "x": 185, "y": 0.88807892678644 }, { "x": 186, "y": 0.89040989547771 }, { "x": 187, "y": 0.89269358219222 }, { "x": 188, "y": 0.89493085525629 }, { "x": 189, "y": 0.89712257176709 }, { "x": 190, "y": 0.89926957749339 }, { "x": 191, "y": 0.90137270679265 }, { "x": 192, "y": 0.90343278254363 }, { "x": 193, "y": 0.90545061609362 }, { "x": 194, "y": 0.90742700721947 }, { "x": 195, "y": 0.90936274410172 }, { "x": 196, "y": 0.91125860331097 }, { "x": 197, "y": 0.91311534980588 }, { "x": 198, "y": 0.91493373694198 }, { "x": 199, "y": 0.91671450649084 }, { "x": 200, "y": 0.91845838866867 } ] }, { "id": 272, "curve_id": "E8.39", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 30 kN/m. Friction angle of the backfill soil of 50°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.7737553947367521, "sigma": 0.44292113357559271, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.774, σ=0.443, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 1E-14 }, { "x": 5, "y": 4.5E-13 }, { "x": 6, "y": 8.33E-12 }, { "x": 7, "y": 8.596E-11 }, { "x": 8, "y": 5.8957E-10 }, { "x": 9, "y": 2.99329E-09 }, { "x": 10, "y": 1.207749E-08 }, { "x": 11, "y": 4.068359E-08 }, { "x": 12, "y": 1.1854596E-07 }, { "x": 13, "y": 3.0676956E-07 }, { "x": 14, "y": 7.1926937E-07 }, { "x": 15, "y": 1.55195172E-06 }, { "x": 16, "y": 3.1196945E-06 }, { "x": 17, "y": 5.9003962E-06 }, { "x": 18, "y": 1.058463262E-05 }, { "x": 19, "y": 1.812887762E-05 }, { "x": 20, "y": 2.980986341E-05 }, { "x": 21, "y": 4.727749689E-05 }, { "x": 22, "y": 7.26037971E-05 }, { "x": 23, "y": 0.00010832554492 }, { "x": 24, "y": 0.00015747869452 }, { "x": 25, "y": 0.00022362304078 }, { "x": 26, "y": 0.00031085612345 }, { "x": 27, "y": 0.0004238158386 }, { "x": 28, "y": 0.00056767169062 }, { "x": 29, "y": 0.00074810503191 }, { "x": 30, "y": 0.0009712789878 }, { "x": 31, "y": 0.00124379904429 }, { "x": 32, "y": 0.00157266548479 }, { "x": 33, "y": 0.00196521900069 }, { "x": 34, "y": 0.00242908087658 }, { "x": 35, "y": 0.00297208917067 }, { "x": 36, "y": 0.0036022322842 }, { "x": 37, "y": 0.00432758124823 }, { "x": 38, "y": 0.0051562219622300004 }, { "x": 39, "y": 0.00609618850319 }, { "x": 40, "y": 0.00715539849484 }, { "x": 41, "y": 0.00834159138957 }, { "x": 42, "y": 0.00966227037697 }, { "x": 43, "y": 0.01112464849557 }, { "x": 44, "y": 0.0127355993933 }, { "x": 45, "y": 0.01450161305874 }, { "x": 46, "y": 0.01642875673153 }, { "x": 47, "y": 0.01852264109818 }, { "x": 48, "y": 0.02078839178805 }, { "x": 49, "y": 0.02323062610567 }, { "x": 50, "y": 0.02585343486769 }, { "x": 51, "y": 0.02866036915655 }, { "x": 52, "y": 0.03165443175718 }, { "x": 53, "y": 0.03483807300704 }, { "x": 54, "y": 0.03821319076273 }, { "x": 55, "y": 0.04178113416746 }, { "x": 56, "y": 0.04554271089161 }, { "x": 57, "y": 0.04949819751328 }, { "x": 58, "y": 0.05364735270499 }, { "x": 59, "y": 0.05798943289738 }, { "x": 60, "y": 0.06252321009862 }, { "x": 61, "y": 0.0672469915592 }, { "x": 62, "y": 0.07215864098582 }, { "x": 63, "y": 0.07725560102305 }, { "x": 64, "y": 0.0825349167387 }, { "x": 65, "y": 0.08799325986639 }, { "x": 66, "y": 0.09362695357724 }, { "x": 67, "y": 0.09943199757114 }, { "x": 68, "y": 0.10540409329674 }, { "x": 69, "y": 0.11153866912721 }, { "x": 70, "y": 0.117830905337 }, { "x": 71, "y": 0.1242757587417 }, { "x": 72, "y": 0.13086798687969 }, { "x": 73, "y": 0.13760217162981 }, { "x": 74, "y": 0.14447274217397 }, { "x": 75, "y": 0.15147399722759 }, { "x": 76, "y": 0.15860012647336 }, { "x": 77, "y": 0.16584523114587 }, { "x": 78, "y": 0.17320334372566 }, { "x": 79, "y": 0.18066844671103 }, { "x": 80, "y": 0.18823449044527 }, { "x": 81, "y": 0.19589540998513 }, { "x": 82, "y": 0.20364514100373 }, { "x": 83, "y": 0.2114776347277 }, { "x": 84, "y": 0.2193868719143 }, { "x": 85, "y": 0.2273668758793 }, { "x": 86, "y": 0.23541172459085 }, { "x": 87, "y": 0.2435155618487 }, { "x": 88, "y": 0.25167260757104 }, { "x": 89, "y": 0.25987716721444 }, { "x": 90, "y": 0.26812364035428 }, { "x": 91, "y": 0.27640652845524 }, { "x": 92, "y": 0.28472044186275 }, { "x": 93, "y": 0.29306010604739 }, { "x": 94, "y": 0.30142036713504 }, { "x": 95, "y": 0.30979619675628 }, { "x": 96, "y": 0.31818269624836 }, { "x": 97, "y": 0.32657510024357 }, { "x": 98, "y": 0.33496877967725 }, { "x": 99, "y": 0.34335924424866 }, { "x": 100, "y": 0.3517421443672 }, { "x": 101, "y": 0.36011327261582 }, { "x": 102, "y": 0.36846856476304 }, { "x": 103, "y": 0.37680410035377 }, { "x": 104, "y": 0.38511610290834 }, { "x": 105, "y": 0.39340093975845 }, { "x": 106, "y": 0.40165512154726 }, { "x": 107, "y": 0.40987530142023 }, { "x": 108, "y": 0.41805827393189 }, { "x": 109, "y": 0.42620097369294 }, { "x": 110, "y": 0.43430047378076 }, { "x": 111, "y": 0.44235398393532 }, { "x": 112, "y": 0.45035884856161 }, { "x": 113, "y": 0.45831254455829 }, { "x": 114, "y": 0.46621267899149 }, { "x": 115, "y": 0.47405698663145 }, { "x": 116, "y": 0.48184332736883 }, { "x": 117, "y": 0.48956968352632 }, { "x": 118, "y": 0.49723415708043 }, { "x": 119, "y": 0.50483496680725 }, { "x": 120, "y": 0.51237044536516 }, { "x": 121, "y": 0.5198390363265 }, { "x": 122, "y": 0.52723929116951 }, { "x": 123, "y": 0.5345698662409 }, { "x": 124, "y": 0.54182951969881 }, { "x": 125, "y": 0.54901710844492 }, { "x": 126, "y": 0.55613158505416 }, { "x": 127, "y": 0.56317199470941 }, { "x": 128, "y": 0.57013747214822 }, { "x": 129, "y": 0.57702723862783 }, { "x": 130, "y": 0.58384059891435 }, { "x": 131, "y": 0.5905769383012 }, { "x": 132, "y": 0.5972357196617 }, { "x": 133, "y": 0.60381648053986 }, { "x": 134, "y": 0.61031883028344 }, { "x": 135, "y": 0.61674244722242 }, { "x": 136, "y": 0.62308707589601 }, { "x": 137, "y": 0.62935252433083 }, { "x": 138, "y": 0.63553866137241 }, { "x": 139, "y": 0.6416454140722 }, { "x": 140, "y": 0.64767276513151 }, { "x": 141, "y": 0.65362075040393 }, { "x": 142, "y": 0.65948945645727 }, { "x": 143, "y": 0.66527901819597 }, { "x": 144, "y": 0.6709896165446 }, { "x": 145, "y": 0.67662147619293 }, { "x": 146, "y": 0.6821748634029 }, { "x": 147, "y": 0.68765008387747 }, { "x": 148, "y": 0.69304748069143 }, { "x": 149, "y": 0.69836743228395 }, { "x": 150, "y": 0.70361035051246 }, { "x": 151, "y": 0.70877667876757 }, { "x": 152, "y": 0.71386689014825 }, { "x": 153, "y": 0.71888148569692 }, { "x": 154, "y": 0.7238209926935 }, { "x": 155, "y": 0.72868596300759 }, { "x": 156, "y": 0.73347697150816 }, { "x": 157, "y": 0.73819461452947 }, { "x": 158, "y": 0.74283950839249 }, { "x": 159, "y": 0.74741228798062 }, { "x": 160, "y": 0.75191360536879 }, { "x": 161, "y": 0.75634412850463 }, { "x": 162, "y": 0.76070453994076 }, { "x": 163, "y": 0.76499553561689 }, { "x": 164, "y": 0.76921782369072 }, { "x": 165, "y": 0.7733721234162 }, { "x": 166, "y": 0.77745916406826 }, { "x": 167, "y": 0.7814796839125 }, { "x": 168, "y": 0.78543442921883 }, { "x": 169, "y": 0.78932415331779 }, { "x": 170, "y": 0.79314961569833 }, { "x": 171, "y": 0.79691158114586 }, { "x": 172, "y": 0.80061081891939 }, { "x": 173, "y": 0.80424810196654 }, { "x": 174, "y": 0.80782420617537 }, { "x": 175, "y": 0.81133990966165 }, { "x": 176, "y": 0.81479599209069 }, { "x": 177, "y": 0.81819323403245 }, { "x": 178, "y": 0.82153241634883 }, { "x": 179, "y": 0.82481431961213 }, { "x": 180, "y": 0.82803972355354 }, { "x": 181, "y": 0.8312094065407 }, { "x": 182, "y": 0.83432414508319 }, { "x": 183, "y": 0.83738471336508 }, { "x": 184, "y": 0.84039188280342 }, { "x": 185, "y": 0.84334642163189 }, { "x": 186, "y": 0.84624909450847 }, { "x": 187, "y": 0.84910066214639 }, { "x": 188, "y": 0.85190188096739 }, { "x": 189, "y": 0.85465350277645 }, { "x": 190, "y": 0.85735627445714 }, { "x": 191, "y": 0.86001093768673 }, { "x": 192, "y": 0.86261822867039 }, { "x": 193, "y": 0.86517887789357 }, { "x": 194, "y": 0.86769360989186 }, { "x": 195, "y": 0.87016314303762 }, { "x": 196, "y": 0.87258818934272 }, { "x": 197, "y": 0.8749694542765 }, { "x": 198, "y": 0.87730763659861 }, { "x": 199, "y": 0.87960342820581 }, { "x": 200, "y": 0.8818575139922 } ] }, { "id": 273, "curve_id": "E8.40", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 45 kN/m. Friction angle of the backfill soil of 30°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.3863747343373714, "sigma": 0.4190743741577958, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.386, σ=0.419, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 4.1E-13 }, { "x": 5, "y": 1.72E-11 }, { "x": 6, "y": 2.9835E-10 }, { "x": 7, "y": 2.88201E-09 }, { "x": 8, "y": 1.847623E-08 }, { "x": 9, "y": 8.765598E-08 }, { "x": 10, "y": 3.3070965E-07 }, { "x": 11, "y": 1.0428813E-06 }, { "x": 12, "y": 2.84888912E-06 }, { "x": 13, "y": 6.92247631E-06 }, { "x": 14, "y": 1.526554001E-05 }, { "x": 15, "y": 3.103013785E-05 }, { "x": 16, "y": 5.885804158E-05 }, { "x": 17, "y": 0.00010520803318 }, { "x": 18, "y": 0.0001786411347 }, { "x": 19, "y": 0.00029003779807 }, { "x": 20, "y": 0.00045272759361 }, { "x": 21, "y": 0.00068251981478 }, { "x": 22, "y": 0.00099763148068 }, { "x": 23, "y": 0.00141851655464 }, { "x": 24, "y": 0.00196760621901 }, { "x": 25, "y": 0.00266897446184 }, { "x": 26, "y": 0.00354794599253 }, { "x": 27, "y": 0.00463066473447 }, { "x": 28, "y": 0.00594364107284 }, { "x": 29, "y": 0.00751329494519 }, { "x": 30, "y": 0.00936551003944 }, { "x": 31, "y": 0.01152521207647 }, { "x": 32, "y": 0.01401598163644 }, { "x": 33, "y": 0.01685970942561 }, { "x": 34, "y": 0.02007629941937 }, { "x": 35, "y": 0.02368342305675 }, { "x": 36, "y": 0.02769632566738 }, { "x": 37, "y": 0.0321276846176 }, { "x": 38, "y": 0.03698751727742 }, { "x": 39, "y": 0.04228313582791 }, { "x": 40, "y": 0.04801914512814 }, { "x": 41, "y": 0.05419747931452 }, { "x": 42, "y": 0.06081747248071 }, { "x": 43, "y": 0.06787595864961 }, { "x": 44, "y": 0.07536739626604 }, { "x": 45, "y": 0.08328401257903 }, { "x": 46, "y": 0.09161596351605 }, { "x": 47, "y": 0.10035150495396 }, { "x": 48, "y": 0.10947717163884 }, { "x": 49, "y": 0.11897796038257 }, { "x": 50, "y": 0.12883751455103 }, { "x": 51, "y": 0.13903830724573 }, { "x": 52, "y": 0.14956182095732 }, { "x": 53, "y": 0.16038872182896 }, { "x": 54, "y": 0.17149902700466 }, { "x": 55, "y": 0.18287226384859 }, { "x": 56, "y": 0.19448762010439 }, { "x": 57, "y": 0.20632408431816 }, { "x": 58, "y": 0.21836057607343 }, { "x": 59, "y": 0.23057606578428 }, { "x": 60, "y": 0.24294968396259 }, { "x": 61, "y": 0.2554608200205 }, { "x": 62, "y": 0.26808921079045 }, { "x": 63, "y": 0.28081501904527 }, { "x": 64, "y": 0.29361890238084 }, { "x": 65, "y": 0.30648207288707 }, { "x": 66, "y": 0.31938634808028 }, { "x": 67, "y": 0.3323141936039 }, { "x": 68, "y": 0.34524875822656 }, { "x": 69, "y": 0.35817390167874 }, { "x": 70, "y": 0.37107421587221 }, { "x": 71, "y": 0.38393504004323 }, { "x": 72, "y": 0.39674247035021 }, { "x": 73, "y": 0.40948336444253 }, { "x": 74, "y": 0.42214534149843 }, { "x": 75, "y": 0.43471677820912 }, { "x": 76, "y": 0.44718680116231 }, { "x": 77, "y": 0.45954527605389 }, { "x": 78, "y": 0.47178279413018 }, { "x": 79, "y": 0.4838906562372 }, { "x": 80, "y": 0.49586085482652 }, { "x": 81, "y": 0.50768605424137 }, { "x": 82, "y": 0.51935956958082 }, { "x": 83, "y": 0.53087534441494 }, { "x": 84, "y": 0.5422279275997 }, { "x": 85, "y": 0.55341244941743 }, { "x": 86, "y": 0.56442459724656 }, { "x": 87, "y": 0.57526059094386 }, { "x": 88, "y": 0.58591715810258 }, { "x": 89, "y": 0.59639150933175 }, { "x": 90, "y": 0.60668131368489 }, { "x": 91, "y": 0.61678467435022 }, { "x": 92, "y": 0.62670010470022 }, { "x": 93, "y": 0.63642650478459 }, { "x": 94, "y": 0.64596313833817 }, { "x": 95, "y": 0.6553096103645 }, { "x": 96, "y": 0.66446584534482 }, { "x": 97, "y": 0.67343206611333 }, { "x": 98, "y": 0.68220877343091 }, { "x": 99, "y": 0.69079672628192 }, { "x": 100, "y": 0.69919692291184 }, { "x": 101, "y": 0.70741058261747 }, { "x": 102, "y": 0.71543912829599 }, { "x": 103, "y": 0.72328416975435 }, { "x": 104, "y": 0.73094748777633 }, { "x": 105, "y": 0.738431018941 }, { "x": 106, "y": 0.74573684118289 }, { "x": 107, "y": 0.75286716008188 }, { "x": 108, "y": 0.75982429586802 }, { "x": 109, "y": 0.766610671125 }, { "x": 110, "y": 0.77322879917392 }, { "x": 111, "y": 0.77968127311814 }, { "x": 112, "y": 0.78597075552859 }, { "x": 113, "y": 0.7920999687483 }, { "x": 114, "y": 0.79807168579427 }, { "x": 115, "y": 0.80388872183437 }, { "x": 116, "y": 0.80955392621679 }, { "x": 117, "y": 0.81507017502943 }, { "x": 118, "y": 0.82044036416667 }, { "x": 119, "y": 0.82566740288114 }, { "x": 120, "y": 0.8307542077983 }, { "x": 121, "y": 0.83570369737213 }, { "x": 122, "y": 0.84051878676044 }, { "x": 123, "y": 0.8452023830989 }, { "x": 124, "y": 0.84975738115352 }, { "x": 125, "y": 0.85418665933146 }, { "x": 126, "y": 0.85849307603126 }, { "x": 127, "y": 0.86267946631355 }, { "x": 128, "y": 0.86674863887444 }, { "x": 129, "y": 0.87070337330418 }, { "x": 130, "y": 0.87454641761434 }, { "x": 131, "y": 0.87828048601752 }, { "x": 132, "y": 0.88190825694422 }, { "x": 133, "y": 0.88543237128211 }, { "x": 134, "y": 0.88885543082352 }, { "x": 135, "y": 0.89217999690793 }, { "x": 136, "y": 0.89540858924641 }, { "x": 137, "y": 0.89854368491582 }, { "x": 138, "y": 0.90158771751136 }, { "x": 139, "y": 0.90454307644606 }, { "x": 140, "y": 0.90741210638713 }, { "x": 141, "y": 0.91019710681894 }, { "x": 142, "y": 0.91290033172331 }, { "x": 143, "y": 0.91552398936834 }, { "x": 144, "y": 0.91807024219717 }, { "x": 145, "y": 0.92054120680883 }, { "x": 146, "y": 0.92293895402379 }, { "x": 147, "y": 0.92526550902696 }, { "x": 148, "y": 0.92752285158167 }, { "x": 149, "y": 0.92971291630832 }, { "x": 150, "y": 0.93183759302187 }, { "x": 151, "y": 0.93389872712265 }, { "x": 152, "y": 0.93589812003532 }, { "x": 153, "y": 0.93783752969128 }, { "x": 154, "y": 0.93971867104978 }, { "x": 155, "y": 0.94154321665382 }, { "x": 156, "y": 0.94331279721655 }, { "x": 157, "y": 0.94502900223491 }, { "x": 158, "y": 0.94669338062667 }, { "x": 159, "y": 0.94830744138802 }, { "x": 160, "y": 0.94987265426859 }, { "x": 161, "y": 0.9513904504612 }, { "x": 162, "y": 0.95286222330382 }, { "x": 163, "y": 0.95428932899134 }, { "x": 164, "y": 0.95567308729505 }, { "x": 165, "y": 0.95701478228774 }, { "x": 166, "y": 0.95831566307269 }, { "x": 167, "y": 0.95957694451472 }, { "x": 168, "y": 0.96079980797184 }, { "x": 169, "y": 0.96198540202604 }, { "x": 170, "y": 0.96313484321197 }, { "x": 171, "y": 0.96424921674218 }, { "x": 172, "y": 0.96532957722799 }, { "x": 173, "y": 0.96637694939499 }, { "x": 174, "y": 0.96739232879221 }, { "x": 175, "y": 0.96837668249417 }, { "x": 176, "y": 0.96933094979522 }, { "x": 177, "y": 0.97025604289537 }, { "x": 178, "y": 0.97115284757714 }, { "x": 179, "y": 0.97202222387293 }, { "x": 180, "y": 0.97286500672236 }, { "x": 181, "y": 0.97368200661942 }, { "x": 182, "y": 0.97447401024882 }, { "x": 183, "y": 0.9752417811115 }, { "x": 184, "y": 0.97598606013893 }, { "x": 185, "y": 0.97670756629605 }, { "x": 186, "y": 0.97740699717273 }, { "x": 187, "y": 0.9780850295635 }, { "x": 188, "y": 0.97874232003566 }, { "x": 189, "y": 0.97937950548558 }, { "x": 190, "y": 0.97999720368313 }, { "x": 191, "y": 0.98059601380441 }, { "x": 192, "y": 0.98117651695261 }, { "x": 193, "y": 0.98173927666717 }, { "x": 194, "y": 0.98228483942121 }, { "x": 195, "y": 0.98281373510739 }, { "x": 196, "y": 0.98332647751225 }, { "x": 197, "y": 0.98382356477912 }, { "x": 198, "y": 0.98430547985975 }, { "x": 199, "y": 0.98477269095482 }, { "x": 200, "y": 0.98522565194337 } ] }, { "id": 274, "curve_id": "E8.41", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 45 kN/m. Friction angle of the backfill soil of 35°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.5446777032880332, "sigma": 0.42879926378427075, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.545, σ=0.429, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 9E-14 }, { "x": 5, "y": 3.82E-12 }, { "x": 6, "y": 6.811E-11 }, { "x": 7, "y": 6.782E-10 }, { "x": 8, "y": 4.48436E-09 }, { "x": 9, "y": 2.193987E-08 }, { "x": 10, "y": 8.532087E-08 }, { "x": 11, "y": 2.7714695E-07 }, { "x": 12, "y": 7.7927255E-07 }, { "x": 13, "y": 1.94746431E-06 }, { "x": 14, "y": 4.4133354E-06 }, { "x": 15, "y": 9.21175347E-06 }, { "x": 16, "y": 1.792809949E-05 }, { "x": 17, "y": 3.285673829E-05 }, { "x": 18, "y": 5.716020423E-05 }, { "x": 19, "y": 9.50180524E-05 }, { "x": 20, "y": 0.00015175497854 }, { "x": 21, "y": 0.00023393941459 }, { "x": 22, "y": 0.00034944603741 }, { "x": 23, "y": 0.00050747815727 }, { "x": 24, "y": 0.00071854849698 }, { "x": 25, "y": 0.00099441921185 }, { "x": 26, "y": 0.00134800398856 }, { "x": 27, "y": 0.00179323661664 }, { "x": 28, "y": 0.0023449115245 }, { "x": 29, "y": 0.00301850242915 }, { "x": 30, "y": 0.00382996551054 }, { "x": 31, "y": 0.0047955334483 }, { "x": 32, "y": 0.00593150632048 }, { "x": 33, "y": 0.0072540448284 }, { "x": 34, "y": 0.00877897064379 }, { "x": 35, "y": 0.01052157792958 }, { "x": 36, "y": 0.0124964593121 }, { "x": 37, "y": 0.01471734881727 }, { "x": 38, "y": 0.0171969835553 }, { "x": 39, "y": 0.01994698526841 }, { "x": 40, "y": 0.02297776225688 }, { "x": 41, "y": 0.02629843167752 }, { "x": 42, "y": 0.02991676176909 }, { "x": 43, "y": 0.03383913319838 }, { "x": 44, "y": 0.03807051843638 }, { "x": 45, "y": 0.04261447785966 }, { "x": 46, "y": 0.0474731711208 }, { "x": 47, "y": 0.05264738223684 }, { "x": 48, "y": 0.05813655679704 }, { "x": 49, "y": 0.06393884968527 }, { "x": 50, "y": 0.0700511817387 }, { "x": 51, "y": 0.07646930381849 }, { "x": 52, "y": 0.08318786684219 }, { "x": 53, "y": 0.0902004964179 }, { "x": 54, "y": 0.09749987082036 }, { "x": 55, "y": 0.10507780115676 }, { "x": 56, "y": 0.11292531268087 }, { "x": 57, "y": 0.12103272632526 }, { "x": 58, "y": 0.12938973963141 }, { "x": 59, "y": 0.13798550636366 }, { "x": 60, "y": 0.1468087141947 }, { "x": 61, "y": 0.15584765994611 }, { "x": 62, "y": 0.16509032195674 }, { "x": 63, "y": 0.17452442923455 }, { "x": 64, "y": 0.18413752712263 }, { "x": 65, "y": 0.19391703927872 }, { "x": 66, "y": 0.20385032582865 }, { "x": 67, "y": 0.21392473760872 }, { "x": 68, "y": 0.22412766645994 }, { "x": 69, "y": 0.23444659157878 }, { "x": 70, "y": 0.24486912196507 }, { "x": 71, "y": 0.25538303503842 }, { "x": 72, "y": 0.26597631152002 }, { "x": 73, "y": 0.27663716669792 }, { "x": 74, "y": 0.28735407821104 }, { "x": 75, "y": 0.29811581050034 }, { "x": 76, "y": 0.3089114360861 }, { "x": 77, "y": 0.31973035383693 }, { "x": 78, "y": 0.33056230440133 }, { "x": 79, "y": 0.34139738297485 }, { "x": 80, "y": 0.35222604957619 }, { "x": 81, "y": 0.36303913700509 }, { "x": 82, "y": 0.37382785665158 }, { "x": 83, "y": 0.38458380232323 }, { "x": 84, "y": 0.39529895225184 }, { "x": 85, "y": 0.4059656694361 }, { "x": 86, "y": 0.41657670047034 }, { "x": 87, "y": 0.42712517300342 }, { "x": 88, "y": 0.43760459196475 }, { "x": 89, "y": 0.44800883468756 }, { "x": 90, "y": 0.45833214505239 }, { "x": 91, "y": 0.46856912676657 }, { "x": 92, "y": 0.47871473588836 }, { "x": 93, "y": 0.48876427269725 }, { "x": 94, "y": 0.49871337300519 }, { "x": 95, "y": 0.50855799899642 }, { "x": 96, "y": 0.51829442967758 }, { "x": 97, "y": 0.5279192510127 }, { "x": 98, "y": 0.5374293458124 }, { "x": 99, "y": 0.54682188344026 }, { "x": 100, "y": 0.55609430939404 }, { "x": 101, "y": 0.56524433481412 }, { "x": 102, "y": 0.57426992596674 }, { "x": 103, "y": 0.58316929374461 }, { "x": 104, "y": 0.59194088322341 }, { "x": 105, "y": 0.60058336330839 }, { "x": 106, "y": 0.60909561650158 }, { "x": 107, "y": 0.61747672881627 }, { "x": 108, "y": 0.62572597986246 }, { "x": 109, "y": 0.63384283312358 }, { "x": 110, "y": 0.64182692644218 }, { "x": 111, "y": 0.64967806272931 }, { "x": 112, "y": 0.6573962009104 }, { "x": 113, "y": 0.66498144711774 }, { "x": 114, "y": 0.6724340461379 }, { "x": 115, "y": 0.67975437312062 }, { "x": 116, "y": 0.68694292555378 }, { "x": 117, "y": 0.69400031550779 }, { "x": 118, "y": 0.70092726215127 }, { "x": 119, "y": 0.70772458453862 }, { "x": 120, "y": 0.71439319466904 }, { "x": 121, "y": 0.72093409081555 }, { "x": 122, "y": 0.72734835112163 }, { "x": 123, "y": 0.7336371274625 }, { "x": 124, "y": 0.73980163956719 }, { "x": 125, "y": 0.74584316939699 }, { "x": 126, "y": 0.75176305577559 }, { "x": 127, "y": 0.75756268926545 }, { "x": 128, "y": 0.76324350728471 }, { "x": 129, "y": 0.76880698945893 }, { "x": 130, "y": 0.77425465320105 }, { "x": 131, "y": 0.77958804951349 }, { "x": 132, "y": 0.78480875900566 }, { "x": 133, "y": 0.78991838812018 }, { "x": 134, "y": 0.79491856556113 }, { "x": 135, "y": 0.79981093891756 }, { "x": 136, "y": 0.80459717147531 }, { "x": 137, "y": 0.80927893921054 }, { "x": 138, "y": 0.81385792795809 }, { "x": 139, "y": 0.81833583074811 }, { "x": 140, "y": 0.82271434530421 }, { "x": 141, "y": 0.82699517169682 }, { "x": 142, "y": 0.8311800101452 }, { "x": 143, "y": 0.83527055896191 }, { "x": 144, "y": 0.83926851263367 }, { "x": 145, "y": 0.84317556003248 }, { "x": 146, "y": 0.84699338275122 }, { "x": 147, "y": 0.85072365355817 }, { "x": 148, "y": 0.85436803496466 }, { "x": 149, "y": 0.85792817790069 }, { "x": 150, "y": 0.86140572049332 }, { "x": 151, "y": 0.86480228694258 }, { "x": 152, "y": 0.86811948649035 }, { "x": 153, "y": 0.87135891247715 }, { "x": 154, "y": 0.87452214148268 }, { "x": 155, "y": 0.87761073254537 }, { "x": 156, "y": 0.88062622645703 }, { "x": 157, "y": 0.88357014512832 }, { "x": 158, "y": 0.88644399102134 }, { "x": 159, "y": 0.88924924664545 }, { "x": 160, "y": 0.89198737411281 }, { "x": 161, "y": 0.89465981475021 }, { "x": 162, "y": 0.89726798876386 }, { "x": 163, "y": 0.89981329495404 }, { "x": 164, "y": 0.90229711047653 }, { "x": 165, "y": 0.90472079064801 }, { "x": 166, "y": 0.90708566879271 }, { "x": 167, "y": 0.90939305612748 }, { "x": 168, "y": 0.91164424168315 }, { "x": 169, "y": 0.91384049225942 }, { "x": 170, "y": 0.91598305241127 }, { "x": 171, "y": 0.9180731444646 }, { "x": 172, "y": 0.92011196855915 }, { "x": 173, "y": 0.92210070271666 }, { "x": 174, "y": 0.92404050293243 }, { "x": 175, "y": 0.92593250328865 }, { "x": 176, "y": 0.92777781608765 }, { "x": 177, "y": 0.92957753200363 }, { "x": 178, "y": 0.93133272025131 }, { "x": 179, "y": 0.93304442877013 }, { "x": 180, "y": 0.93471368442265 }, { "x": 181, "y": 0.93634149320583 }, { "x": 182, "y": 0.93792884047415 }, { "x": 183, "y": 0.93947669117322 }, { "x": 184, "y": 0.94098599008304 }, { "x": 185, "y": 0.94245766206981 }, { "x": 186, "y": 0.94389261234532 }, { "x": 187, "y": 0.94529172673309 }, { "x": 188, "y": 0.94665587194045 }, { "x": 189, "y": 0.94798589583565 }, { "x": 190, "y": 0.94928262772951 }, { "x": 191, "y": 0.95054687866062 }, { "x": 192, "y": 0.95177944168374 }, { "x": 193, "y": 0.95298109216055 }, { "x": 194, "y": 0.9541525880524 }, { "x": 195, "y": 0.95529467021436 }, { "x": 196, "y": 0.95640806269024 }, { "x": 197, "y": 0.95749347300801 }, { "x": 198, "y": 0.95855159247521 }, { "x": 199, "y": 0.95958309647405 }, { "x": 200, "y": 0.96058864475571 } ] }, { "id": 275, "curve_id": "E8.42", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 45 kN/m. Friction angle of the backfill soil of 40°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.6678155536176753, "sigma": 0.43636388503698526, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.668, σ=0.436, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 3E-14 }, { "x": 5, "y": 1.2E-12 }, { "x": 6, "y": 2.185E-11 }, { "x": 7, "y": 2.2203E-10 }, { "x": 8, "y": 1.49919E-09 }, { "x": 9, "y": 7.49108E-09 }, { "x": 10, "y": 2.974677E-08 }, { "x": 11, "y": 9.863191E-08 }, { "x": 12, "y": 2.8296273E-07 }, { "x": 13, "y": 7.2116057E-07 }, { "x": 14, "y": 1.66584263E-06 }, { "x": 15, "y": 3.54237483E-06 }, { "x": 16, "y": 7.0202884E-06 }, { "x": 17, "y": 1.309489756E-05 }, { "x": 18, "y": 2.31751933E-05 }, { "x": 19, "y": 3.917327401E-05 }, { "x": 20, "y": 6.359026014E-05 }, { "x": 21, "y": 9.959379852E-05 }, { "x": 22, "y": 0.0001510828103 }, { "x": 23, "y": 0.00022273596608 }, { "x": 24, "y": 0.00032004136668 }, { "x": 25, "y": 0.00044930596184 }, { "x": 26, "y": 0.00061764426455000005 }, { "x": 27, "y": 0.00083294684957 }, { "x": 28, "y": 0.00110382991707 }, { "x": 29, "y": 0.00143956783335 }, { "x": 30, "y": 0.0018500110227 }, { "x": 31, "y": 0.002345491883 }, { "x": 32, "y": 0.0029367215475 }, { "x": 33, "y": 0.00363468033518 }, { "x": 34, "y": 0.00445050464601 }, { "x": 35, "y": 0.00539537288617 }, { "x": 36, "y": 0.00648039277687 }, { "x": 37, "y": 0.00771649212604 }, { "x": 38, "y": 0.00911431484462 }, { "x": 39, "y": 0.01068412368282 }, { "x": 40, "y": 0.01243571085744 }, { "x": 41, "y": 0.01437831745072 }, { "x": 42, "y": 0.01652056218864 }, { "x": 43, "y": 0.0188703799591 }, { "x": 44, "y": 0.02143497020907 }, { "x": 45, "y": 0.02422075516745 }, { "x": 46, "y": 0.02723334767637 }, { "x": 47, "y": 0.03047752827733 }, { "x": 48, "y": 0.03395723108927 }, { "x": 49, "y": 0.03767553793015 }, { "x": 50, "y": 0.04163468007125 }, { "x": 51, "y": 0.04583604697035 }, { "x": 52, "y": 0.0502802013049 }, { "x": 53, "y": 0.05496689961619 }, { "x": 54, "y": 0.05989511787827 }, { "x": 55, "y": 0.06506308131889 }, { "x": 56, "y": 0.07046829784167 }, { "x": 57, "y": 0.07610759442803 }, { "x": 58, "y": 0.08197715593097 }, { "x": 59, "y": 0.08807256571136 }, { "x": 60, "y": 0.09438884760735 }, { "x": 61, "y": 0.10092050876971 }, { "x": 62, "y": 0.10766158293819 }, { "x": 63, "y": 0.11460567377631 }, { "x": 64, "y": 0.12174599792345 }, { "x": 65, "y": 0.12907542746307 }, { "x": 66, "y": 0.13658653154441 }, { "x": 67, "y": 0.1442716169315 }, { "x": 68, "y": 0.15212276728746 }, { "x": 69, "y": 0.16013188103406 }, { "x": 70, "y": 0.16829070765601 }, { "x": 71, "y": 0.17659088234676 }, { "x": 72, "y": 0.185023958917 }, { "x": 73, "y": 0.19358144090981 }, { "x": 74, "y": 0.20225481088632 }, { "x": 75, "y": 0.2110355578636 }, { "x": 76, "y": 0.21991520290266 }, { "x": 77, "y": 0.22888532285802 }, { "x": 78, "y": 0.23793757231268 }, { "x": 79, "y": 0.24706370373248 }, { "x": 80, "y": 0.25625558588287 }, { "x": 81, "y": 0.26550522055829 }, { "x": 82, "y": 0.27480475768062 }, { "x": 83, "y": 0.28414650882801 }, { "x": 84, "y": 0.29352295925888 }, { "x": 85, "y": 0.30292677849941 }, { "x": 86, "y": 0.31235082956398 }, { "x": 87, "y": 0.32178817688 }, { "x": 88, "y": 0.33123209298855 }, { "x": 89, "y": 0.34067606409256 }, { "x": 90, "y": 0.35011379452361 }, { "x": 91, "y": 0.35953921019736 }, { "x": 92, "y": 0.36894646112647 }, { "x": 93, "y": 0.37832992305802 }, { "x": 94, "y": 0.38768419830065 }, { "x": 95, "y": 0.39700411580449 }, { "x": 96, "y": 0.40628473055455 }, { "x": 97, "y": 0.41552132233613 }, { "x": 98, "y": 0.42470939392786 }, { "x": 99, "y": 0.43384466877588 }, { "x": 100, "y": 0.44292308819966 }, { "x": 101, "y": 0.45194080817769 }, { "x": 102, "y": 0.46089419575835 }, { "x": 103, "y": 0.46977982513905 }, { "x": 104, "y": 0.47859447345375 }, { "x": 105, "y": 0.48733511630688 }, { "x": 106, "y": 0.49599892308902 }, { "x": 107, "y": 0.50458325210749 }, { "x": 108, "y": 0.51308564556248 }, { "x": 109, "y": 0.52150382439747 }, { "x": 110, "y": 0.52983568305036 }, { "x": 111, "y": 0.53807928412974 }, { "x": 112, "y": 0.54623285303884 }, { "x": 113, "y": 0.5542947725679 }, { "x": 114, "y": 0.56226357747377 }, { "x": 115, "y": 0.57013794906411 }, { "x": 116, "y": 0.57791670980183 }, { "x": 117, "y": 0.58559881794405 }, { "x": 118, "y": 0.59318336222832 }, { "x": 119, "y": 0.60066955661769 }, { "x": 120, "y": 0.60805673511485 }, { "x": 121, "y": 0.61534434665449 }, { "x": 122, "y": 0.62253195008197 }, { "x": 123, "y": 0.6296192092253 }, { "x": 124, "y": 0.63660588806655 }, { "x": 125, "y": 0.64349184601799 }, { "x": 126, "y": 0.65027703330741 }, { "x": 127, "y": 0.65696148647626 }, { "x": 128, "y": 0.6635453239937 }, { "x": 129, "y": 0.67002874198902 }, { "x": 130, "y": 0.67641201010408 }, { "x": 131, "y": 0.68269546746723 }, { "x": 132, "y": 0.68887951878948 }, { "x": 133, "y": 0.69496463058324 }, { "x": 134, "y": 0.70095132750363 }, { "x": 135, "y": 0.70684018881206 }, { "x": 136, "y": 0.7126318449612 }, { "x": 137, "y": 0.71832697430051 }, { "x": 138, "y": 0.72392629990097 }, { "x": 139, "y": 0.72943058649751 }, { "x": 140, "y": 0.73484063754746 }, { "x": 141, "y": 0.74015729240324 }, { "x": 142, "y": 0.74538142359695 }, { "x": 143, "y": 0.75051393423515 }, { "x": 144, "y": 0.75555575550101 }, { "x": 145, "y": 0.76050784426191 }, { "x": 146, "y": 0.7653711807797 }, { "x": 147, "y": 0.77014676652122 }, { "x": 148, "y": 0.77483562206648 }, { "x": 149, "y": 0.77943878511181 }, { "x": 150, "y": 0.78395730856542 }, { "x": 151, "y": 0.78839225873258 }, { "x": 152, "y": 0.79274471358781 }, { "x": 153, "y": 0.79701576113142 }, { "x": 154, "y": 0.80120649782758 }, { "x": 155, "y": 0.80531802712148 }, { "x": 156, "y": 0.80935145803279 }, { "x": 157, "y": 0.81330790382277 }, { "x": 158, "y": 0.81718848073266 }, { "x": 159, "y": 0.82099430679059 }, { "x": 160, "y": 0.82472650068467 }, { "x": 161, "y": 0.82838618069965 }, { "x": 162, "y": 0.83197446371496 }, { "x": 163, "y": 0.83549246426151 }, { "x": 164, "y": 0.8389412936352 }, { "x": 165, "y": 0.84232205906467 }, { "x": 166, "y": 0.84563586293125 }, { "x": 167, "y": 0.84888380203891 }, { "x": 168, "y": 0.85206696693203 }, { "x": 169, "y": 0.85518644125921 }, { "x": 170, "y": 0.85824330118082 }, { "x": 171, "y": 0.86123861481867 }, { "x": 172, "y": 0.86417344174576 }, { "x": 173, "y": 0.86704883251439 }, { "x": 174, "y": 0.86986582822088 }, { "x": 175, "y": 0.87262546010515 }, { "x": 176, "y": 0.87532874918366 }, { "x": 177, "y": 0.87797670591399 }, { "x": 178, "y": 0.88057032988966 }, { "x": 179, "y": 0.88311060956363 }, { "x": 180, "y": 0.88559852199911 }, { "x": 181, "y": 0.88803503264636 }, { "x": 182, "y": 0.89042109514402 }, { "x": 183, "y": 0.89275765114391 }, { "x": 184, "y": 0.89504563015791 }, { "x": 185, "y": 0.89728594942585 }, { "x": 186, "y": 0.89947951380324 }, { "x": 187, "y": 0.90162721566776 }, { "x": 188, "y": 0.90372993484356 }, { "x": 189, "y": 0.90578853854225 }, { "x": 190, "y": 0.90780388131967 }, { "x": 191, "y": 0.90977680504763 }, { "x": 192, "y": 0.91170813889954 }, { "x": 193, "y": 0.91359869934937 }, { "x": 194, "y": 0.91544929018281 }, { "x": 195, "y": 0.91726070252017 }, { "x": 196, "y": 0.91903371485011 }, { "x": 197, "y": 0.92076909307354 }, { "x": 198, "y": 0.92246759055702 }, { "x": 199, "y": 0.92412994819508 }, { "x": 200, "y": 0.92575689448077 } ] }, { "id": 276, "curve_id": "E8.43", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 45 kN/m. Friction angle of the backfill soil of 45°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.767699999999004, "sigma": 0.44250000000178563, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.768, σ=0.443, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 1E-14 }, { "x": 5, "y": 4.8E-13 }, { "x": 6, "y": 8.76E-12 }, { "x": 7, "y": 9.034E-11 }, { "x": 8, "y": 6.1932E-10 }, { "x": 9, "y": 3.14265E-09 }, { "x": 10, "y": 1.267271E-08 }, { "x": 11, "y": 4.266222E-08 }, { "x": 12, "y": 1.242323E-07 }, { "x": 13, "y": 3.2127712E-07 }, { "x": 14, "y": 7.5279649E-07 }, { "x": 15, "y": 1.62324182E-06 }, { "x": 16, "y": 3.2609028E-06 }, { "x": 17, "y": 6.16354209E-06 }, { "x": 18, "y": 1.104972898E-05 }, { "x": 19, "y": 1.891372422E-05 }, { "x": 20, "y": 3.108138382E-05 }, { "x": 21, "y": 4.926439608E-05 }, { "x": 22, "y": 7.561022948E-05 }, { "x": 23, "y": 0.00011274541529 }, { "x": 24, "y": 0.00016381017062 }, { "x": 25, "y": 0.00023248283639 }, { "x": 26, "y": 0.00032299311426 }, { "x": 27, "y": 0.00044012359638 }, { "x": 28, "y": 0.00058919956143 }, { "x": 29, "y": 0.0007760674366 }, { "x": 30, "y": 0.00100706268424 }, { "x": 31, "y": 0.00128896815694 }, { "x": 32, "y": 0.00162896417387 }, { "x": 33, "y": 0.00203457170933 }, { "x": 34, "y": 0.00251359015552 }, { "x": 35, "y": 0.00307403113638 }, { "x": 36, "y": 0.00372404981522 }, { "x": 37, "y": 0.00447187506634 }, { "x": 38, "y": 0.00532573977871 }, { "x": 39, "y": 0.00629381243653 }, { "x": 40, "y": 0.00738413098481 }, { "x": 41, "y": 0.00860453984429 }, { "x": 42, "y": 0.00996263079464 }, { "x": 43, "y": 0.01146568830274 }, { "x": 44, "y": 0.0131206397361 }, { "x": 45, "y": 0.0149340107748 }, { "x": 46, "y": 0.01691188621783 }, { "x": 47, "y": 0.0190598762754 }, { "x": 48, "y": 0.02138308834524 }, { "x": 49, "y": 0.02388610419119 }, { "x": 50, "y": 0.02657296237366 }, { "x": 51, "y": 0.02944714572503 }, { "x": 52, "y": 0.03251157361768 }, { "x": 53, "y": 0.03576859873622 }, { "x": 54, "y": 0.03922000803983 }, { "x": 55, "y": 0.04286702758177 }, { "x": 56, "y": 0.04671033084299 }, { "x": 57, "y": 0.05075005023179 }, { "x": 58, "y": 0.05498579140259 }, { "x": 59, "y": 0.05941665005248 }, { "x": 60, "y": 0.06404123086354 }, { "x": 61, "y": 0.06885766827109 }, { "x": 62, "y": 0.07386364875331 }, { "x": 63, "y": 0.07905643435379 }, { "x": 64, "y": 0.08443288716707 }, { "x": 65, "y": 0.08998949453564 }, { "x": 66, "y": 0.09572239472661 }, { "x": 67, "y": 0.10162740287526 }, { "x": 68, "y": 0.10770003700253 }, { "x": 69, "y": 0.11393554393219 }, { "x": 70, "y": 0.12032892495198 }, { "x": 71, "y": 0.12687496108068 }, { "x": 72, "y": 0.13356823782024 }, { "x": 73, "y": 0.14040316928794 }, { "x": 74, "y": 0.14737402163874 }, { "x": 75, "y": 0.15447493570214 }, { "x": 76, "y": 0.16169994877099 }, { "x": 77, "y": 0.16904301549169 }, { "x": 78, "y": 0.17649802781664 }, { "x": 79, "y": 0.18405883398947 }, { "x": 80, "y": 0.19171925654338 }, { "x": 81, "y": 0.19947310930063 }, { "x": 82, "y": 0.20731421336916 }, { "x": 83, "y": 0.21523641213849 }, { "x": 84, "y": 0.22323358528335 }, { "x": 85, "y": 0.23129966178808 }, { "x": 86, "y": 0.23942863200984 }, { "x": 87, "y": 0.24761455880191 }, { "x": 88, "y": 0.25585158772215 }, { "x": 89, "y": 0.26413395635391 }, { "x": 90, "y": 0.27245600276917 }, { "x": 91, "y": 0.2808121731655 }, { "x": 92, "y": 0.28919702870953 }, { "x": 93, "y": 0.29760525162088 }, { "x": 94, "y": 0.30603165053115 }, { "x": 95, "y": 0.31447116515283 }, { "x": 96, "y": 0.32291887029336 }, { "x": 97, "y": 0.33136997924922 }, { "x": 98, "y": 0.33981984661488 }, { "x": 99, "y": 0.34826397054088 }, { "x": 100, "y": 0.35669799447472 }, { "x": 101, "y": 0.36511770841759 }, { "x": 102, "y": 0.37351904972895 }, { "x": 103, "y": 0.38189810351033 }, { "x": 104, "y": 0.39025110259847 }, { "x": 105, "y": 0.39857442719708 }, { "x": 106, "y": 0.40686460417528 }, { "x": 107, "y": 0.41511830605965 }, { "x": 108, "y": 0.42333234974582 }, { "x": 109, "y": 0.4315036949543 }, { "x": 110, "y": 0.43962944245393 }, { "x": 111, "y": 0.4477068320755 }, { "x": 112, "y": 0.45573324053675 }, { "x": 113, "y": 0.46370617909867 }, { "x": 114, "y": 0.47162329107244 }, { "x": 115, "y": 0.47948234919459 }, { "x": 116, "y": 0.48728125288744 }, { "x": 117, "y": 0.4950180254206 }, { "x": 118, "y": 0.50269081098832 }, { "x": 119, "y": 0.51029787171667 }, { "x": 120, "y": 0.51783758461332 }, { "x": 121, "y": 0.5253084384722 }, { "x": 122, "y": 0.53270903074395 }, { "x": 123, "y": 0.54003806438287 }, { "x": 124, "y": 0.5472943446796 }, { "x": 125, "y": 0.55447677608872 }, { "x": 126, "y": 0.5615843590591 }, { "x": 127, "y": 0.56861618687468 }, { "x": 128, "y": 0.57557144251238 }, { "x": 129, "y": 0.58244939552336 }, { "x": 130, "y": 0.58924939894334 }, { "x": 131, "y": 0.59597088623697 }, { "x": 132, "y": 0.60261336828093 }, { "x": 133, "y": 0.60917643038978 }, { "x": 134, "y": 0.61565972938833 }, { "x": 135, "y": 0.62206299073367 }, { "x": 136, "y": 0.62838600568971 }, { "x": 137, "y": 0.63462862855682 }, { "x": 138, "y": 0.64079077395847 }, { "x": 139, "y": 0.64687241418699 }, { "x": 140, "y": 0.65287357660966 }, { "x": 141, "y": 0.65879434113659 }, { "x": 142, "y": 0.66463483775121 }, { "x": 143, "y": 0.6703952441043 }, { "x": 144, "y": 0.67607578317185 }, { "x": 145, "y": 0.68167672097733 }, { "x": 146, "y": 0.6871983643783 }, { "x": 147, "y": 0.69264105891753 }, { "x": 148, "y": 0.69800518673824 }, { "x": 149, "y": 0.70329116456335 }, { "x": 150, "y": 0.70849944173818 }, { "x": 151, "y": 0.71363049833605 }, { "x": 152, "y": 0.71868484332612 }, { "x": 153, "y": 0.7236630128028 }, { "x": 154, "y": 0.72856556827575 }, { "x": 155, "y": 0.73339309501968 }, { "x": 156, "y": 0.73814620048288 }, { "x": 157, "y": 0.74282551275354 }, { "x": 158, "y": 0.74743167908273 }, { "x": 159, "y": 0.75196536446287 }, { "x": 160, "y": 0.75642725026067 }, { "x": 161, "y": 0.76081803290316 }, { "x": 162, "y": 0.76513842261575 }, { "x": 163, "y": 0.76938914221109 }, { "x": 164, "y": 0.77357092592727 }, { "x": 165, "y": 0.77768451831443 }, { "x": 166, "y": 0.78173067316827 }, { "x": 167, "y": 0.78571015250921 }, { "x": 168, "y": 0.78962372560613 }, { "x": 169, "y": 0.79347216804315 }, { "x": 170, "y": 0.79725626082846 }, { "x": 171, "y": 0.8009767895437 }, { "x": 172, "y": 0.80463454353289 }, { "x": 173, "y": 0.80823031512951 }, { "x": 174, "y": 0.81176489892063 }, { "x": 175, "y": 0.81523909104679 }, { "x": 176, "y": 0.81865368853662 }, { "x": 177, "y": 0.82200948867489 }, { "x": 178, "y": 0.82530728840284 }, { "x": 179, "y": 0.8285478837499 }, { "x": 180, "y": 0.83173206929545 }, { "x": 181, "y": 0.83486063765964 }, { "x": 182, "y": 0.83793437902228 }, { "x": 183, "y": 0.84095408066875 }, { "x": 184, "y": 0.84392052656184 }, { "x": 185, "y": 0.84683449693867 }, { "x": 186, "y": 0.84969676793168 }, { "x": 187, "y": 0.8525081112127 }, { "x": 188, "y": 0.85526929365939 }, { "x": 189, "y": 0.8579810770429 }, { "x": 190, "y": 0.86064421773616 }, { "x": 191, "y": 0.86325946644174 }, { "x": 192, "y": 0.8658275679387 }, { "x": 193, "y": 0.8683492608474 }, { "x": 194, "y": 0.87082527741178 }, { "x": 195, "y": 0.8732563432981 }, { "x": 196, "y": 0.87564317740965 }, { "x": 197, "y": 0.87798649171664 }, { "x": 198, "y": 0.88028699110056 }, { "x": 199, "y": 0.88254537321251 }, { "x": 200, "y": 0.88476232834464 } ] }, { "id": 277, "curve_id": "E8.44", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 45 kN/m. Friction angle of the backfill soil of 50°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.8515130021197548, "sigma": 0.44764881180232696, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.852, σ=0.448, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 2.2E-13 }, { "x": 6, "y": 4.1E-12 }, { "x": 7, "y": 4.269E-11 }, { "x": 8, "y": 2.9606E-10 }, { "x": 9, "y": 1.52023E-09 }, { "x": 10, "y": 6.20359E-09 }, { "x": 11, "y": 2.113185E-08 }, { "x": 12, "y": 6.225507E-08 }, { "x": 13, "y": 1.628443E-07 }, { "x": 14, "y": 3.8585031E-07 }, { "x": 15, "y": 8.4113147E-07 }, { "x": 16, "y": 1.70783947E-06 }, { "x": 17, "y": 3.26180241E-06 }, { "x": 18, "y": 5.90729024E-06 }, { "x": 19, "y": 1.021214628E-05 }, { "x": 20, "y": 1.694496105E-05 }, { "x": 21, "y": 2.711277351E-05 }, { "x": 22, "y": 4.199771401E-05 }, { "x": 23, "y": 6.319104481E-05 }, { "x": 24, "y": 9.262318935E-05 }, { "x": 25, "y": 0.00013258854731 }, { "x": 26, "y": 0.0001857641462 }, { "x": 27, "y": 0.000255221457 }, { "x": 28, "y": 0.00034443098315 }, { "x": 29, "y": 0.00045725950117 }, { "x": 30, "y": 0.00059796007711 }, { "x": 31, "y": 0.00077115519593 }, { "x": 32, "y": 0.0009818135179 }, { "x": 33, "y": 0.00123522091375 }, { "x": 34, "y": 0.00153694653068 }, { "x": 35, "y": 0.0018928047057 }, { "x": 36, "y": 0.00230881357462 }, { "x": 37, "y": 0.0027911512292 }, { "x": 38, "y": 0.00334611025478 }, { "x": 39, "y": 0.00398005144194 }, { "x": 40, "y": 0.00469935741152 }, { "x": 41, "y": 0.00551038682744 }, { "x": 42, "y": 0.00641942979966 }, { "x": 43, "y": 0.00743266500325 }, { "x": 44, "y": 0.00855611896154 }, { "x": 45, "y": 0.00979562786455 }, { "x": 46, "y": 0.01115680221887 }, { "x": 47, "y": 0.01264499455463 }, { "x": 48, "y": 0.0142652703493 }, { "x": 49, "y": 0.01602238226721 }, { "x": 50, "y": 0.01792074775982 }, { "x": 51, "y": 0.01996443002276 }, { "x": 52, "y": 0.02215712226393 }, { "x": 53, "y": 0.0245021352003 }, { "x": 54, "y": 0.02700238767112 }, { "x": 55, "y": 0.02966040022957 }, { "x": 56, "y": 0.03247829155556 }, { "x": 57, "y": 0.03545777751657 }, { "x": 58, "y": 0.03860017269258 }, { "x": 59, "y": 0.04190639417376 }, { "x": 60, "y": 0.04537696743517 }, { "x": 61, "y": 0.04901203409219 }, { "x": 62, "y": 0.05281136134113 }, { "x": 63, "y": 0.05677435289325 }, { "x": 64, "y": 0.0609000612155 }, { "x": 65, "y": 0.06518720089802 }, { "x": 66, "y": 0.06963416297606 }, { "x": 67, "y": 0.07423903004287 }, { "x": 68, "y": 0.07899959199924 }, { "x": 69, "y": 0.08391336229526 }, { "x": 70, "y": 0.08897759452992 }, { "x": 71, "y": 0.09418929928412 }, { "x": 72, "y": 0.0995452610731 }, { "x": 73, "y": 0.10504205531411 }, { "x": 74, "y": 0.11067606521487 }, { "x": 75, "y": 0.11644349849802 }, { "x": 76, "y": 0.12234040388577 }, { "x": 77, "y": 0.12836268727778 }, { "x": 78, "y": 0.1345061275634 }, { "x": 79, "y": 0.14076639201751 }, { "x": 80, "y": 0.14713905123627 }, { "x": 81, "y": 0.1536195935762 }, { "x": 82, "y": 0.16020343906616 }, { "x": 83, "y": 0.16688595276795 }, { "x": 84, "y": 0.17366245756643 }, { "x": 85, "y": 0.18052824637534 }, { "x": 86, "y": 0.1874785937491 }, { "x": 87, "y": 0.19450876689553 }, { "x": 88, "y": 0.20161403608755 }, { "x": 89, "y": 0.20878968447572 }, { "x": 90, "y": 0.21603101730614 }, { "x": 91, "y": 0.22333337055085 }, { "x": 92, "y": 0.23069211896045 }, { "x": 93, "y": 0.23810268355014 }, { "x": 94, "y": 0.24556053853262 }, { "x": 95, "y": 0.25306121771235 }, { "x": 96, "y": 0.26060032035713 }, { "x": 97, "y": 0.26817351656383 }, { "x": 98, "y": 0.27577655213593 }, { "x": 99, "y": 0.28340525299123 }, { "x": 100, "y": 0.29105552911841 }, { "x": 101, "y": 0.29872337810164 }, { "x": 102, "y": 0.30640488823229 }, { "x": 103, "y": 0.3140962412273 }, { "x": 104, "y": 0.32179371457328 }, { "x": 105, "y": 0.32949368351564 }, { "x": 106, "y": 0.33719262271153 }, { "x": 107, "y": 0.34488710756539 }, { "x": 108, "y": 0.35257381526521 }, { "x": 109, "y": 0.3602495255376 }, { "x": 110, "y": 0.36791112113897 }, { "x": 111, "y": 0.37555558809976 }, { "x": 112, "y": 0.38318001573834 }, { "x": 113, "y": 0.39078159646033 }, { "x": 114, "y": 0.39835762535876 }, { "x": 115, "y": 0.4059054996299 }, { "x": 116, "y": 0.41342271781889 }, { "x": 117, "y": 0.42090687890886 }, { "x": 118, "y": 0.42835568126663 }, { "x": 119, "y": 0.43576692145729 }, { "x": 120, "y": 0.44313849293979 }, { "x": 121, "y": 0.45046838465456 }, { "x": 122, "y": 0.45775467951421 }, { "x": 123, "y": 0.46499555280721 }, { "x": 124, "y": 0.47218927052449 }, { "x": 125, "y": 0.47933418761777 }, { "x": 126, "y": 0.48642874619857 }, { "x": 127, "y": 0.49347147368564 }, { "x": 128, "y": 0.50046098090878 }, { "x": 129, "y": 0.50739596017594 }, { "x": 130, "y": 0.51427518331042 }, { "x": 131, "y": 0.52109749966446 }, { "x": 132, "y": 0.52786183411497 }, { "x": 133, "y": 0.53456718504696 }, { "x": 134, "y": 0.54121262232963 }, { "x": 135, "y": 0.5477972852899 }, { "x": 136, "y": 0.55432038068768 }, { "x": 137, "y": 0.56078118069692 }, { "x": 138, "y": 0.56717902089608 }, { "x": 139, "y": 0.5735132982715 }, { "x": 140, "y": 0.57978346923667 }, { "x": 141, "y": 0.58598904767037 }, { "x": 142, "y": 0.59212960297607 }, { "x": 143, "y": 0.59820475816511 }, { "x": 144, "y": 0.60421418796564 }, { "x": 145, "y": 0.61015761695923 }, { "x": 146, "y": 0.61603481774692 }, { "x": 147, "y": 0.62184560914599 }, { "x": 148, "y": 0.62758985441905 }, { "x": 149, "y": 0.63326745953633 }, { "x": 150, "y": 0.63887837147227 }, { "x": 151, "y": 0.64442257653734 }, { "x": 152, "y": 0.64990009874553 }, { "x": 153, "y": 0.65531099821834 }, { "x": 154, "y": 0.6606553696256 }, { "x": 155, "y": 0.66593334066346 }, { "x": 156, "y": 0.6711450705698 }, { "x": 157, "y": 0.67629074867722 }, { "x": 158, "y": 0.68137059300362 }, { "x": 159, "y": 0.68638484888043 }, { "x": 160, "y": 0.69133378761823 }, { "x": 161, "y": 0.69621770520982 }, { "x": 162, "y": 0.70103692107024 }, { "x": 163, "y": 0.70579177681372 }, { "x": 164, "y": 0.71048263506697 }, { "x": 165, "y": 0.71510987831862 }, { "x": 166, "y": 0.71967390780428 }, { "x": 167, "y": 0.72417514242678 }, { "x": 168, "y": 0.72861401771105 }, { "x": 169, "y": 0.73299098479318 }, { "x": 170, "y": 0.73730650944303 }, { "x": 171, "y": 0.74156107111988 }, { "x": 172, "y": 0.74575516206043 }, { "x": 173, "y": 0.74988928639865 }, { "x": 174, "y": 0.75396395931666 }, { "x": 175, "y": 0.75797970622626 }, { "x": 176, "y": 0.76193706198018 }, { "x": 177, "y": 0.76583657011257 }, { "x": 178, "y": 0.76967878210799 }, { "x": 179, "y": 0.77346425669826 }, { "x": 180, "y": 0.77719355918643 }, { "x": 181, "y": 0.78086726079727 }, { "x": 182, "y": 0.78448593805356 }, { "x": 183, "y": 0.78805017217757 }, { "x": 184, "y": 0.79156054851689 }, { "x": 185, "y": 0.7950176559942 }, { "x": 186, "y": 0.79842208658012 }, { "x": 187, "y": 0.80177443478854 }, { "x": 188, "y": 0.80507529719382 }, { "x": 189, "y": 0.80832527196919 }, { "x": 190, "y": 0.81152495844573 }, { "x": 191, "y": 0.81467495669128 }, { "x": 192, "y": 0.81777586710871 }, { "x": 193, "y": 0.82082829005297 }, { "x": 194, "y": 0.82383282546618 }, { "x": 195, "y": 0.82679007253038 }, { "x": 196, "y": 0.82970062933729 }, { "x": 197, "y": 0.83256509257439 }, { "x": 198, "y": 0.83538405722705 }, { "x": 199, "y": 0.83815811629587 }, { "x": 200, "y": 0.84088786052897 } ] }, { "id": 278, "curve_id": "E8.45", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 60 kN/m. Friction angle of the backfill soil of 30°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.4461699939167882, "sigma": 0.42769347401831004, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.446, σ=0.428, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 4.2E-13 }, { "x": 5, "y": 1.649E-11 }, { "x": 6, "y": 2.7117E-10 }, { "x": 7, "y": 2.51895E-09 }, { "x": 8, "y": 1.567703E-08 }, { "x": 9, "y": 7.269214E-08 }, { "x": 10, "y": 2.6938444E-07 }, { "x": 11, "y": 8.3757778E-07 }, { "x": 12, "y": 2.26260843E-06 }, { "x": 13, "y": 5.449442E-06 }, { "x": 14, "y": 1.193368226E-05 }, { "x": 15, "y": 2.41258162E-05 }, { "x": 16, "y": 4.557089151E-05 }, { "x": 17, "y": 8.120249753E-05 }, { "x": 18, "y": 0.00013756964043 }, { "x": 19, "y": 0.00022301746883 }, { "x": 20, "y": 0.00034780706311 }, { "x": 21, "y": 0.00052416479122 }, { "x": 22, "y": 0.0007662572665 }, { "x": 23, "y": 0.00109009309796 }, { "x": 24, "y": 0.00151335698286 }, { "x": 25, "y": 0.00205518502946 }, { "x": 26, "y": 0.00273589245011 }, { "x": 27, "y": 0.00357666598286 }, { "x": 28, "y": 0.00459923371269 }, { "x": 29, "y": 0.00582552453931 }, { "x": 30, "y": 0.00727732855862 }, { "x": 31, "y": 0.00897596826484 }, { "x": 32, "y": 0.01094198889529 }, { "x": 33, "y": 0.01319487456149 }, { "x": 34, "y": 0.01575279514197 }, { "x": 35, "y": 0.01863238733177 }, { "x": 36, "y": 0.02184857180411 }, { "x": 37, "y": 0.02541440717401 }, { "x": 38, "y": 0.02934098037857 }, { "x": 39, "y": 0.03363733220685 }, { "x": 40, "y": 0.03831041601809 }, { "x": 41, "y": 0.04336508716686 }, { "x": 42, "y": 0.0488041202914 }, { "x": 43, "y": 0.05462825139634 }, { "x": 44, "y": 0.06083624155391 }, { "x": 45, "y": 0.06742495903812 }, { "x": 46, "y": 0.07438947677547 }, { "x": 47, "y": 0.08172318212641 }, { "x": 48, "y": 0.0894178961883 }, { "x": 49, "y": 0.09746400001935 }, { "x": 50, "y": 0.10585056541292 }, { "x": 51, "y": 0.11456548809255 }, { "x": 52, "y": 0.1235956214419 }, { "x": 53, "y": 0.1329269091256 }, { "x": 54, "y": 0.14254451518971 }, { "x": 55, "y": 0.15243295045267 }, { "x": 56, "y": 0.16257619420494 }, { "x": 57, "y": 0.17295781042768 }, { "x": 58, "y": 0.1835610579152 }, { "x": 59, "y": 0.19436899384438 }, { "x": 60, "y": 0.20536457047421 }, { "x": 61, "y": 0.21653072478299 }, { "x": 62, "y": 0.2278504609584 }, { "x": 63, "y": 0.23930692574874 }, { "x": 64, "y": 0.25088347676227 }, { "x": 65, "y": 0.26256374386756 }, { "x": 66, "y": 0.27433168390194 }, { "x": 67, "y": 0.28617162893837 }, { "x": 68, "y": 0.29806832839518 }, { "x": 69, "y": 0.3100069852986 }, { "x": 70, "y": 0.32197328702587 }, { "x": 71, "y": 0.3339534308687 }, { "x": 72, "y": 0.34593414476248 }, { "x": 73, "y": 0.35790270352849 }, { "x": 74, "y": 0.36984694097323 }, { "x": 75, "y": 0.38175525818331 }, { "x": 76, "y": 0.39361662834563 }, { "x": 77, "y": 0.40542059841161 }, { "x": 78, "y": 0.41715728791186 }, { "x": 79, "y": 0.42881738521362 }, { "x": 80, "y": 0.44039214149885 }, { "x": 81, "y": 0.45187336272512 }, { "x": 82, "y": 0.4632533998161 }, { "x": 83, "y": 0.47452513731235 }, { "x": 84, "y": 0.48568198069743 }, { "x": 85, "y": 0.49671784259891 }, { "x": 86, "y": 0.50762712804848 }, { "x": 87, "y": 0.51840471897085 }, { "x": 88, "y": 0.5290459580566 }, { "x": 89, "y": 0.53954663216107 }, { "x": 90, "y": 0.54990295535773 }, { "x": 91, "y": 0.56011155176278 }, { "x": 92, "y": 0.57016943823573 }, { "x": 93, "y": 0.58007400704994 }, { "x": 94, "y": 0.58982300861692 }, { "x": 95, "y": 0.59941453433837 }, { "x": 96, "y": 0.60884699965149 }, { "x": 97, "y": 0.61811912732449 }, { "x": 98, "y": 0.62722993105169 }, { "x": 99, "y": 0.63617869939091 }, { "x": 100, "y": 0.64496498007894 }, { "x": 101, "y": 0.65358856475546 }, { "x": 102, "y": 0.66204947412006 }, { "x": 103, "y": 0.67034794354249 }, { "x": 104, "y": 0.67848440914156 }, { "x": 105, "y": 0.68645949434434 }, { "x": 106, "y": 0.69427399693368 }, { "x": 107, "y": 0.70192887658885 }, { "x": 108, "y": 0.70942524292131 }, { "x": 109, "y": 0.7167643440051 }, { "x": 110, "y": 0.72394755539901 }, { "x": 111, "y": 0.73097636965588 }, { "x": 112, "y": 0.73785238631272 }, { "x": 113, "y": 0.74457730235352 }, { "x": 114, "y": 0.75115290313594 }, { "x": 115, "y": 0.75758105377143 }, { "x": 116, "y": 0.76386369094788 }, { "x": 117, "y": 0.7700028151829 }, { "x": 118, "y": 0.77600048349525 }, { "x": 119, "y": 0.7818588024818 }, { "x": 120, "y": 0.78757992178652 }, { "x": 121, "y": 0.79316602794824 }, { "x": 122, "y": 0.79861933861348 }, { "x": 123, "y": 0.80394209710069 }, { "x": 124, "y": 0.80913656730221 }, { "x": 125, "y": 0.8142050289104 }, { "x": 126, "y": 0.81914977295428 }, { "x": 127, "y": 0.82397309763355 }, { "x": 128, "y": 0.82867730443668 }, { "x": 129, "y": 0.83326469453035 }, { "x": 130, "y": 0.83773756540744 }, { "x": 131, "y": 0.84209820778148 }, { "x": 132, "y": 0.84634890271537 }, { "x": 133, "y": 0.85049191897281 }, { "x": 134, "y": 0.8545295105811 }, { "x": 135, "y": 0.85846391459436 }, { "x": 136, "y": 0.86229734904656 }, { "x": 137, "y": 0.86603201108418 }, { "x": 138, "y": 0.86967007526855 }, { "x": 139, "y": 0.87321369203846 }, { "x": 140, "y": 0.87666498632396 }, { "x": 141, "y": 0.88002605630251 }, { "x": 142, "y": 0.88329897228906 }, { "x": 143, "y": 0.88648577575223 }, { "x": 144, "y": 0.88958847844863 }, { "x": 145, "y": 0.8926090616682 }, { "x": 146, "y": 0.89554947558345 }, { "x": 147, "y": 0.89841163869591 }, { "x": 148, "y": 0.9011974373735 }, { "x": 149, "y": 0.90390872547269 }, { "x": 150, "y": 0.90654732403969 }, { "x": 151, "y": 0.90911502108528 }, { "x": 152, "y": 0.91161357142797 }, { "x": 153, "y": 0.9140446966006 }, { "x": 154, "y": 0.91641008481581 }, { "x": 155, "y": 0.9187113909858 }, { "x": 156, "y": 0.92095023679232 }, { "x": 157, "y": 0.92312821080288 }, { "x": 158, "y": 0.92524686862948 }, { "x": 159, "y": 0.9273077331263 }, { "x": 160, "y": 0.92931229462312 }, { "x": 161, "y": 0.9312620111912 }, { "x": 162, "y": 0.93315830893883 }, { "x": 163, "y": 0.93500258233365 }, { "x": 164, "y": 0.93679619454928 }, { "x": 165, "y": 0.93854047783367 }, { "x": 166, "y": 0.940236733897 }, { "x": 167, "y": 0.94188623431691 }, { "x": 168, "y": 0.94349022095913 }, { "x": 169, "y": 0.94504990641151 }, { "x": 170, "y": 0.94656647442987 }, { "x": 171, "y": 0.94804108039385 }, { "x": 172, "y": 0.94947485177137 }, { "x": 173, "y": 0.95086888859021 }, { "x": 174, "y": 0.95222426391539 }, { "x": 175, "y": 0.95354202433123 }, { "x": 176, "y": 0.95482319042673 }, { "x": 177, "y": 0.95606875728345 }, { "x": 178, "y": 0.95727969496476 }, { "x": 179, "y": 0.95845694900566 }, { "x": 180, "y": 0.95960144090225 }, { "x": 181, "y": 0.96071406860011 }, { "x": 182, "y": 0.96179570698102 }, { "x": 183, "y": 0.96284720834709 }, { "x": 184, "y": 0.96386940290204 }, { "x": 185, "y": 0.96486309922884 }, { "x": 186, "y": 0.96582908476338 }, { "x": 187, "y": 0.96676812626365 }, { "x": 188, "y": 0.96768097027401 }, { "x": 189, "y": 0.96856834358434 }, { "x": 190, "y": 0.96943095368349 }, { "x": 191, "y": 0.97026948920702 }, { "x": 192, "y": 0.97108462037877 }, { "x": 193, "y": 0.97187699944618 }, { "x": 194, "y": 0.972647261109 }, { "x": 195, "y": 0.97339602294146 }, { "x": 196, "y": 0.97412388580746 }, { "x": 197, "y": 0.97483143426894 }, { "x": 198, "y": 0.97551923698714 }, { "x": 199, "y": 0.97618784711674 }, { "x": 200, "y": 0.97683780269284 } ] }, { "id": 279, "curve_id": "E8.46", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 60 kN/m. Friction angle of the backfill soil of 35°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.6065091116428611, "sigma": 0.43562533702403067, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.607, σ=0.436, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 7E-14 }, { "x": 5, "y": 2.99E-12 }, { "x": 6, "y": 5.187E-11 }, { "x": 7, "y": 5.0589E-10 }, { "x": 8, "y": 3.2958E-09 }, { "x": 9, "y": 1.595372E-08 }, { "x": 10, "y": 6.156941E-08 }, { "x": 11, "y": 1.9892373E-07 }, { "x": 12, "y": 5.5729758E-07 }, { "x": 13, "y": 1.38955898E-06 }, { "x": 14, "y": 3.14521116E-06 }, { "x": 15, "y": 6.56256514E-06 }, { "x": 16, "y": 1.277661668E-05 }, { "x": 17, "y": 2.343703121E-05 }, { "x": 18, "y": 4.082918445E-05 }, { "x": 19, "y": 6.799059548E-05 }, { "x": 20, "y": 0.00010881529262 }, { "x": 21, "y": 0.00016813952879 }, { "x": 22, "y": 0.000251803616 }, { "x": 23, "y": 0.00036668627099 }, { "x": 24, "y": 0.00052070956486 }, { "x": 25, "y": 0.00072281419805 }, { "x": 26, "y": 0.00098290626536 }, { "x": 27, "y": 0.00131177786796 }, { "x": 28, "y": 0.00172100483632 }, { "x": 29, "y": 0.00222282544835 }, { "x": 30, "y": 0.00283000437769 }, { "x": 31, "y": 0.00355568622066 }, { "x": 32, "y": 0.00441324286519 }, { "x": 33, "y": 0.00541611872372 }, { "x": 34, "y": 0.00657767749479 }, { "x": 35, "y": 0.0079110536836 }, { "x": 36, "y": 0.00942901163145 }, { "x": 37, "y": 0.01114381430752 }, { "x": 38, "y": 0.013067103624 }, { "x": 39, "y": 0.01520979356586 }, { "x": 40, "y": 0.01758197699033 }, { "x": 41, "y": 0.02019284655832 }, { "x": 42, "y": 0.02305062991336 }, { "x": 43, "y": 0.02616253892707 }, { "x": 44, "y": 0.02953473258171 }, { "x": 45, "y": 0.03317229285984 }, { "x": 46, "y": 0.03707921285396 }, { "x": 47, "y": 0.04125839619255 }, { "x": 48, "y": 0.04571166679851 }, { "x": 49, "y": 0.05043978794704 }, { "x": 50, "y": 0.05544248956849 }, { "x": 51, "y": 0.060718502743 }, { "x": 52, "y": 0.06626560035396 }, { "x": 53, "y": 0.072080642903 }, { "x": 54, "y": 0.07815962853619 }, { "x": 55, "y": 0.08449774638765 }, { "x": 56, "y": 0.09108943240908 }, { "x": 57, "y": 0.09792842692032 }, { "x": 58, "y": 0.10500783318442 }, { "x": 59, "y": 0.11232017638016 }, { "x": 60, "y": 0.11985746241309 }, { "x": 61, "y": 0.12761123607286 }, { "x": 62, "y": 0.13557263810853 }, { "x": 63, "y": 0.14373246085424 }, { "x": 64, "y": 0.15208120209488 }, { "x": 65, "y": 0.16060911691444 }, { "x": 66, "y": 0.16930626731866 }, { "x": 67, "y": 0.17816256946874 }, { "x": 68, "y": 0.18716783840343 }, { "x": 69, "y": 0.19631183016329 }, { "x": 70, "y": 0.20558428126404 }, { "x": 71, "y": 0.21497494549449 }, { "x": 72, "y": 0.22447362803999 }, { "x": 73, "y": 0.23407021695456 }, { "x": 74, "y": 0.24375471202357 }, { "x": 75, "y": 0.25351725107488 }, { "x": 76, "y": 0.26334813381012 }, { "x": 77, "y": 0.27323784323817 }, { "x": 78, "y": 0.28317706480244 }, { "x": 79, "y": 0.29315670329994 }, { "x": 80, "y": 0.30316789769544 }, { "x": 81, "y": 0.31320203393772 }, { "x": 82, "y": 0.32325075588705 }, { "x": 83, "y": 0.33330597446399 }, { "x": 84, "y": 0.34335987512985 }, { "x": 85, "y": 0.3534049238081 }, { "x": 86, "y": 0.36343387135446 }, { "x": 87, "y": 0.37343975668109 }, { "x": 88, "y": 0.38341590863757 }, { "x": 89, "y": 0.39335594674812 }, { "x": 90, "y": 0.40325378090097 }, { "x": 91, "y": 0.41310361008186 }, { "x": 92, "y": 0.42289992023985 }, { "x": 93, "y": 0.43263748136926 }, { "x": 94, "y": 0.44231134388734 }, { "x": 95, "y": 0.45191683438329 }, { "x": 96, "y": 0.46144955080942 }, { "x": 97, "y": 0.47090535718166 }, { "x": 98, "y": 0.48028037785188 }, { "x": 99, "y": 0.4895709914108 }, { "x": 100, "y": 0.49877382427606 }, { "x": 101, "y": 0.50788574401624 }, { "x": 102, "y": 0.51690385245794 }, { "x": 103, "y": 0.52582547861932 }, { "x": 104, "y": 0.53464817151022 }, { "x": 105, "y": 0.5433696928356 }, { "x": 106, "y": 0.55198800963589 }, { "x": 107, "y": 0.56050128689514 }, { "x": 108, "y": 0.56890788014457 }, { "x": 109, "y": 0.57720632808705 }, { "x": 110, "y": 0.58539534526509 }, { "x": 111, "y": 0.59347381479284 }, { "x": 112, "y": 0.6014407811703 }, { "x": 113, "y": 0.60929544319598 }, { "x": 114, "y": 0.61703714699225 }, { "x": 115, "y": 0.62466537915585 }, { "x": 116, "y": 0.63217976004454 }, { "x": 117, "y": 0.63958003720913 }, { "x": 118, "y": 0.64686607897878 }, { "x": 119, "y": 0.65403786820633 }, { "x": 120, "y": 0.66109549617902 }, { "x": 121, "y": 0.66803915669885 }, { "x": 122, "y": 0.67486914033617 }, { "x": 123, "y": 0.68158582885861 }, { "x": 124, "y": 0.68818968983721 }, { "x": 125, "y": 0.69468127143046 }, { "x": 126, "y": 0.70106119734647 }, { "x": 127, "y": 0.70733016198271 }, { "x": 128, "y": 0.71348892574259 }, { "x": 129, "y": 0.71953831052704 }, { "x": 130, "y": 0.72547919539945 }, { "x": 131, "y": 0.73131251242158 }, { "x": 132, "y": 0.73703924265772 }, { "x": 133, "y": 0.7426604123443 }, { "x": 134, "y": 0.74817708922163 }, { "x": 135, "y": 0.75359037902448 }, { "x": 136, "y": 0.75890142212782 }, { "x": 137, "y": 0.76411139034405 }, { "x": 138, "y": 0.76922148386775 }, { "x": 139, "y": 0.77423292836412 }, { "x": 140, "y": 0.77914697219696 }, { "x": 141, "y": 0.78396488379213 }, { "x": 142, "y": 0.78868794913238 }, { "x": 143, "y": 0.79331746937939 }, { "x": 144, "y": 0.79785475861883 }, { "x": 145, "y": 0.80230114172439 }, { "x": 146, "y": 0.80665795233658 }, { "x": 147, "y": 0.81092653095228 }, { "x": 148, "y": 0.81510822312099 }, { "x": 149, "y": 0.81920437774381 }, { "x": 150, "y": 0.82321634547123 }, { "x": 151, "y": 0.82714547719591 }, { "x": 152, "y": 0.83099312263661 }, { "x": 153, "y": 0.83476062900965 }, { "x": 154, "y": 0.83844933978431 }, { "x": 155, "y": 0.84206059351854 }, { "x": 156, "y": 0.84559572277162 }, { "x": 157, "y": 0.84905605309047 }, { "x": 158, "y": 0.85244290206621 }, { "x": 159, "y": 0.85575757845805 }, { "x": 160, "y": 0.85900138138112 }, { "x": 161, "y": 0.86217559955566 }, { "x": 162, "y": 0.86528151061433 }, { "x": 163, "y": 0.86832038046512 }, { "x": 164, "y": 0.87129346270708 }, { "x": 165, "y": 0.87420199809621 }, { "x": 166, "y": 0.87704721405916 }, { "x": 167, "y": 0.87983032425219 }, { "x": 168, "y": 0.88255252816315 }, { "x": 169, "y": 0.88521501075423 }, { "x": 170, "y": 0.88781894214325 }, { "x": 171, "y": 0.89036547732163 }, { "x": 172, "y": 0.89285575590677 }, { "x": 173, "y": 0.89529090192717 }, { "x": 174, "y": 0.89767202363838 }, { "x": 175, "y": 0.90000021336802 }, { "x": 176, "y": 0.90227654738816 }, { "x": 177, "y": 0.90450208581358 }, { "x": 178, "y": 0.90667787252421 }, { "x": 179, "y": 0.90880493511044 }, { "x": 180, "y": 0.91088428483974 }, { "x": 181, "y": 0.91291691664341 }, { "x": 182, "y": 0.91490380912203 }, { "x": 183, "y": 0.91684592456854 }, { "x": 184, "y": 0.91874420900759 }, { "x": 185, "y": 0.92059959225035 }, { "x": 186, "y": 0.92241298796331 }, { "x": 187, "y": 0.92418529375054 }, { "x": 188, "y": 0.92591739124801 }, { "x": 189, "y": 0.92761014622941 }, { "x": 190, "y": 0.92926440872237 }, { "x": 191, "y": 0.93088101313441 }, { "x": 192, "y": 0.93246077838773 }, { "x": 193, "y": 0.93400450806223 }, { "x": 194, "y": 0.93551299054588 }, { "x": 195, "y": 0.93698699919203 }, { "x": 196, "y": 0.93842729248272 }, { "x": 197, "y": 0.93983461419771 }, { "x": 198, "y": 0.94120969358845 }, { "x": 199, "y": 0.94255324555651 }, { "x": 200, "y": 0.94386597083611 } ] }, { "id": 280, "curve_id": "E8.47", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 60 kN/m. Friction angle of the backfill soil of 40°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.7312308045472742, "sigma": 0.4417952312333332, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.731, σ=0.442, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 2E-14 }, { "x": 5, "y": 8E-13 }, { "x": 6, "y": 1.431E-11 }, { "x": 7, "y": 1.4452E-10 }, { "x": 8, "y": 9.7269E-10 }, { "x": 9, "y": 4.85544E-09 }, { "x": 10, "y": 1.929123E-08 }, { "x": 11, "y": 6.406998E-08 }, { "x": 12, "y": 1.8426206E-07 }, { "x": 13, "y": 4.710534E-07 }, { "x": 14, "y": 1.09194266E-06 }, { "x": 15, "y": 2.33096496E-06 }, { "x": 16, "y": 4.6385553E-06 }, { "x": 17, "y": 8.68959998E-06 }, { "x": 18, "y": 1.544730679E-05 }, { "x": 19, "y": 2.622986443E-05 }, { "x": 20, "y": 4.277651111E-05 }, { "x": 21, "y": 6.730959106E-05 }, { "x": 22, "y": 0.00010258940981 }, { "x": 23, "y": 0.00015195914291 }, { "x": 24, "y": 0.00021937764126 }, { "x": 25, "y": 0.00030943863967 }, { "x": 26, "y": 0.00042737555556 }, { "x": 27, "y": 0.00057905171302 }, { "x": 28, "y": 0.00077093640933 }, { "x": 29, "y": 0.0010100677334 }, { "x": 30, "y": 0.00130400343748 }, { "x": 31, "y": 0.00166076145171 }, { "x": 32, "y": 0.00208875181979 }, { "x": 33, "y": 0.00259670193216 }, { "x": 34, "y": 0.00319357695172 }, { "x": 35, "y": 0.00388849728025 }, { "x": 36, "y": 0.00469065481391 }, { "x": 37, "y": 0.00560922959668 }, { "x": 38, "y": 0.00665330831403 }, { "x": 39, "y": 0.00783180588475 }, { "x": 40, "y": 0.00915339121681 }, { "x": 41, "y": 0.01062641800028 }, { "x": 42, "y": 0.01225886122291 }, { "x": 43, "y": 0.01405825991607 }, { "x": 44, "y": 0.01603166647429 }, { "x": 45, "y": 0.018185602741999998 }, { "x": 46, "y": 0.02052602292845 }, { "x": 47, "y": 0.02305828329572 }, { "x": 48, "y": 0.02578711846599 }, { "x": 49, "y": 0.02871662411173 }, { "x": 50, "y": 0.03185024572552 }, { "x": 51, "y": 0.03519077311391 }, { "x": 52, "y": 0.03874034022022 }, { "x": 53, "y": 0.04250042985377 }, { "x": 54, "y": 0.04647188288622 }, { "x": 55, "y": 0.05065491146739 }, { "x": 56, "y": 0.05504911581309 }, { "x": 57, "y": 0.0596535041239 }, { "x": 58, "y": 0.06446651520541 }, { "x": 59, "y": 0.06948604337698 }, { "x": 60, "y": 0.07470946527539 }, { "x": 61, "y": 0.08013366818215 }, { "x": 62, "y": 0.08575507952707 }, { "x": 63, "y": 0.09156969724606 }, { "x": 64, "y": 0.09757312069685 }, { "x": 65, "y": 0.10376058186238 }, { "x": 66, "y": 0.11012697659739 }, { "x": 67, "y": 0.11666689569903 }, { "x": 68, "y": 0.12337465560659 }, { "x": 69, "y": 0.13024432855913 }, { "x": 70, "y": 0.13726977206195 }, { "x": 71, "y": 0.14444465753384 }, { "x": 72, "y": 0.15176249802684 }, { "x": 73, "y": 0.15921667492857 }, { "x": 74, "y": 0.166800463574 }, { "x": 75, "y": 0.17450705770925 }, { "x": 76, "y": 0.18232959276397 }, { "x": 77, "y": 0.19026116790201 }, { "x": 78, "y": 0.19829486683131 }, { "x": 79, "y": 0.20642377736456 }, { "x": 80, "y": 0.21464100973128 }, { "x": 81, "y": 0.22293971365006 }, { "x": 82, "y": 0.23131309417675 }, { "x": 83, "y": 0.23975442635067 }, { "x": 84, "y": 0.24825706866581 }, { "x": 85, "y": 0.25681447539896 }, { "x": 86, "y": 0.26542020782979 }, { "x": 87, "y": 0.27406794439131 }, { "x": 88, "y": 0.28275148979143 }, { "x": 89, "y": 0.29146478314812 }, { "x": 90, "y": 0.30020190518204 }, { "x": 91, "y": 0.30895708451129 }, { "x": 92, "y": 0.31772470309376 }, { "x": 93, "y": 0.32649930086216 }, { "x": 94, "y": 0.33527557959719 }, { "x": 95, "y": 0.3440484060835 }, { "x": 96, "y": 0.35281281459258 }, { "x": 97, "y": 0.3615640087359 }, { "x": 98, "y": 0.37029736273049 }, { "x": 99, "y": 0.37900842211807 }, { "x": 100, "y": 0.38769290397754 }, { "x": 101, "y": 0.39634669666932 }, { "x": 102, "y": 0.40496585914844 }, { "x": 103, "y": 0.4135466198821 }, { "x": 104, "y": 0.42208537540552 }, { "x": 105, "y": 0.43057868854875 }, { "x": 106, "y": 0.43902328636523 }, { "x": 107, "y": 0.44741605779148 }, { "x": 108, "y": 0.45575405106589 }, { "x": 109, "y": 0.46403447093279 }, { "x": 110, "y": 0.47225467565671 }, { "x": 111, "y": 0.48041217387015 }, { "x": 112, "y": 0.48850462127689 }, { "x": 113, "y": 0.49652981723134 }, { "x": 114, "y": 0.50448570121309 }, { "x": 115, "y": 0.51237034921485 }, { "x": 116, "y": 0.52018197006006 }, { "x": 117, "y": 0.52791890166612 }, { "x": 118, "y": 0.53557960726722 }, { "x": 119, "y": 0.5431626716102 }, { "x": 120, "y": 0.55066679713569 }, { "x": 121, "y": 0.55809080015558 }, { "x": 122, "y": 0.56543360703732 }, { "x": 123, "y": 0.57269425040418 }, { "x": 124, "y": 0.57987186536027 }, { "x": 125, "y": 0.58696568574789 }, { "x": 126, "y": 0.59397504044423 }, { "x": 127, "y": 0.60089934970374 }, { "x": 128, "y": 0.60773812155178 }, { "x": 129, "y": 0.61449094823453 }, { "x": 130, "y": 0.62115750272958 }, { "x": 131, "y": 0.62773753532107 }, { "x": 132, "y": 0.63423087024275 }, { "x": 133, "y": 0.64063740239179 }, { "x": 134, "y": 0.64695709411595 }, { "x": 135, "y": 0.65318997207592 }, { "x": 136, "y": 0.65933612418467 }, { "x": 137, "y": 0.66539569662515 }, { "x": 138, "y": 0.67136889094711 }, { "x": 139, "y": 0.67725596124402 }, { "x": 140, "y": 0.68305721141038 }, { "x": 141, "y": 0.6887729924796 }, { "x": 142, "y": 0.6944037000424 }, { "x": 143, "y": 0.69994977174564 }, { "x": 144, "y": 0.70541168487085 }, { "x": 145, "y": 0.71078995399221 }, { "x": 146, "y": 0.71608512871292 }, { "x": 147, "y": 0.72129779147926 }, { "x": 148, "y": 0.72642855547125 }, { "x": 149, "y": 0.73147806256885 }, { "x": 150, "y": 0.73644698139238 }, { "x": 151, "y": 0.74133600541602 }, { "x": 152, "y": 0.74614585115284 }, { "x": 153, "y": 0.75087725641012 }, { "x": 154, "y": 0.7555309786133 }, { "x": 155, "y": 0.76010779319717 }, { "x": 156, "y": 0.76460849206264 }, { "x": 157, "y": 0.76903388209759 }, { "x": 158, "y": 0.77338478376006 }, { "x": 159, "y": 0.77766202972231 }, { "x": 160, "y": 0.78186646357397 }, { "x": 161, "y": 0.7859989385827 }, { "x": 162, "y": 0.79006031651074 }, { "x": 163, "y": 0.79405146648564 }, { "x": 164, "y": 0.79797326392358 }, { "x": 165, "y": 0.8018265895037 }, { "x": 166, "y": 0.80561232819173 }, { "x": 167, "y": 0.80933136831143 }, { "x": 168, "y": 0.81298460066222 }, { "x": 169, "y": 0.81657291768146 }, { "x": 170, "y": 0.82009721264986 }, { "x": 171, "y": 0.82355837893856 }, { "x": 172, "y": 0.82695730929632 }, { "x": 173, "y": 0.83029489517551 }, { "x": 174, "y": 0.83357202609532 }, { "x": 175, "y": 0.836789589041 }, { "x": 176, "y": 0.83994846789761 }, { "x": 177, "y": 0.84304954291707 }, { "x": 178, "y": 0.84609369021721 }, { "x": 179, "y": 0.84908178131146 }, { "x": 180, "y": 0.85201468266817 }, { "x": 181, "y": 0.85489325529815 }, { "x": 182, "y": 0.8577183543694 }, { "x": 183, "y": 0.86049082884791 }, { "x": 184, "y": 0.86321152116339 }, { "x": 185, "y": 0.86588126689885 }, { "x": 186, "y": 0.86850089450315 }, { "x": 187, "y": 0.87107122502535 }, { "x": 188, "y": 0.87359307186996 }, { "x": 189, "y": 0.87606724057228 }, { "x": 190, "y": 0.87849452859266 }, { "x": 191, "y": 0.88087572512914 }, { "x": 192, "y": 0.88321161094734 }, { "x": 193, "y": 0.88550295822698 }, { "x": 194, "y": 0.88775053042411 }, { "x": 195, "y": 0.88995508214845 }, { "x": 196, "y": 0.89211735905491 }, { "x": 197, "y": 0.89423809774881 }, { "x": 198, "y": 0.89631802570388 }, { "x": 199, "y": 0.89835786119267 }, { "x": 200, "y": 0.90035831322844 } ] }, { "id": 281, "curve_id": "E8.48", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 60 kN/m. Friction angle of the backfill soil of 45°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.8323999999325773, "sigma": 0.44680000011345139, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.832, σ=0.447, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 1E-14 }, { "x": 5, "y": 2.7E-13 }, { "x": 6, "y": 5.04E-12 }, { "x": 7, "y": 5.223E-11 }, { "x": 8, "y": 3.6029E-10 }, { "x": 9, "y": 1.84094E-09 }, { "x": 10, "y": 7.47769E-09 }, { "x": 11, "y": 2.53615E-08 }, { "x": 12, "y": 7.440988E-08 }, { "x": 13, "y": 1.9388341E-07 }, { "x": 14, "y": 4.5770221E-07 }, { "x": 15, "y": 9.9425888E-07 }, { "x": 16, "y": 2.01197375E-06 }, { "x": 17, "y": 3.83031638E-06 }, { "x": 18, "y": 6.91550317E-06 }, { "x": 19, "y": 1.191963832E-05 }, { "x": 20, "y": 1.972174E-05 }, { "x": 21, "y": 3.146890564E-05 }, { "x": 22, "y": 4.861582256E-05 }, { "x": 23, "y": 7.2960908E-05 }, { "x": 24, "y": 0.00010667754392 }, { "x": 25, "y": 0.00015233912768 }, { "x": 26, "y": 0.0002129369626 }, { "x": 27, "y": 0.00029189033533 }, { "x": 28, "y": 0.00039304844807 }, { "x": 29, "y": 0.00052068417578 }, { "x": 30, "y": 0.00067947988794 }, { "x": 31, "y": 0.00087450580432 }, { "x": 32, "y": 0.00111119153978 }, { "x": 33, "y": 0.00139529163324 }, { "x": 34, "y": 0.00173284595287 }, { "x": 35, "y": 0.00213013592624 }, { "x": 36, "y": 0.00259363756475 }, { "x": 37, "y": 0.00312997224219 }, { "x": 38, "y": 0.00374585615216 }, { "x": 39, "y": 0.00444804931438 }, { "x": 40, "y": 0.00524330492996 }, { "x": 41, "y": 0.00613831980545 }, { "x": 42, "y": 0.00713968647908 }, { "x": 43, "y": 0.00825384759272 }, { "x": 44, "y": 0.00948705296343 }, { "x": 45, "y": 0.01084531972102 }, { "x": 46, "y": 0.01233439579428 }, { "x": 47, "y": 0.01395972695036 }, { "x": 48, "y": 0.01572642751991 }, { "x": 49, "y": 0.01763925487513 }, { "x": 50, "y": 0.01970258767039 }, { "x": 51, "y": 0.02192040780376 }, { "x": 52, "y": 0.02429628601489 }, { "x": 53, "y": 0.02683337099723 }, { "x": 54, "y": 0.0295343818729 }, { "x": 55, "y": 0.0324016038541 }, { "x": 56, "y": 0.03543688689619 }, { "x": 57, "y": 0.03864164713434 }, { "x": 58, "y": 0.04201687088615 }, { "x": 59, "y": 0.04556312099782 }, { "x": 60, "y": 0.04928054530966 }, { "x": 61, "y": 0.0531688870181 }, { "x": 62, "y": 0.05722749671527 }, { "x": 63, "y": 0.06145534589303 }, { "x": 64, "y": 0.06585104170622 }, { "x": 65, "y": 0.07041284279872 }, { "x": 66, "y": 0.07513867600615 }, { "x": 67, "y": 0.08002615375978 }, { "x": 68, "y": 0.08507259202763 }, { "x": 69, "y": 0.0902750286404 }, { "x": 70, "y": 0.0956302418617 }, { "x": 71, "y": 0.10113476907373 }, { "x": 72, "y": 0.1067849254611 }, { "x": 73, "y": 0.11257682258716 }, { "x": 74, "y": 0.11850638676752 }, { "x": 75, "y": 0.12456937715664 }, { "x": 76, "y": 0.13076140347294 }, { "x": 77, "y": 0.13707794329761 }, { "x": 78, "y": 0.14351435889119 }, { "x": 79, "y": 0.15006591348047 }, { "x": 80, "y": 0.156727786976 }, { "x": 81, "y": 0.16349509108776 }, { "x": 82, "y": 0.17036288381337 }, { "x": 83, "y": 0.17732618327918 }, { "x": 84, "y": 0.18437998092021 }, { "x": 85, "y": 0.19151925399023 }, { "x": 86, "y": 0.19873897739738 }, { "x": 87, "y": 0.20603413486549 }, { "x": 88, "y": 0.21339972942421 }, { "x": 89, "y": 0.22083079323503 }, { "x": 90, "y": 0.22832239676244 }, { "x": 91, "y": 0.23586965730264 }, { "x": 92, "y": 0.24346774688373 }, { "x": 93, "y": 0.25111189955366 }, { "x": 94, "y": 0.25879741807332 }, { "x": 95, "y": 0.26651968003389 }, { "x": 96, "y": 0.27427414341814 }, { "x": 97, "y": 0.28205635162642 }, { "x": 98, "y": 0.28986193798879 }, { "x": 99, "y": 0.29768662978483 }, { "x": 100, "y": 0.30552625179328 }, { "x": 101, "y": 0.31337672939347 }, { "x": 102, "y": 0.32123409124083 }, { "x": 103, "y": 0.32909447153829 }, { "x": 104, "y": 0.33695411192528 }, { "x": 105, "y": 0.34480936300599 }, { "x": 106, "y": 0.35265668553764 }, { "x": 107, "y": 0.36049265129948 }, { "x": 108, "y": 0.36831394366263 }, { "x": 109, "y": 0.37611735788012 }, { "x": 110, "y": 0.38389980111619 }, { "x": 111, "y": 0.39165829223307 }, { "x": 112, "y": 0.39938996135293 }, { "x": 113, "y": 0.40709204921188 }, { "x": 114, "y": 0.41476190632255 }, { "x": 115, "y": 0.42239699196066 }, { "x": 116, "y": 0.42999487299061 }, { "x": 117, "y": 0.43755322254447 }, { "x": 118, "y": 0.44506981856774 }, { "x": 119, "y": 0.45254254224505 }, { "x": 120, "y": 0.45996937631784 }, { "x": 121, "y": 0.46734840330585 }, { "x": 122, "y": 0.47467780364321 }, { "x": 123, "y": 0.4819558537397 }, { "x": 124, "y": 0.48918092397677 }, { "x": 125, "y": 0.49635147664764 }, { "x": 126, "y": 0.50346606385007 }, { "x": 127, "y": 0.51052332533986 }, { "x": 128, "y": 0.5175219863527 }, { "x": 129, "y": 0.52446085540136 }, { "x": 130, "y": 0.53133882205487 }, { "x": 131, "y": 0.53815485470573 }, { "x": 132, "y": 0.54490799833088 }, { "x": 133, "y": 0.55159737225168 }, { "x": 134, "y": 0.55822216789768 }, { "x": 135, "y": 0.56478164657868 }, { "x": 136, "y": 0.5712751372692 }, { "x": 137, "y": 0.57770203440912 }, { "x": 138, "y": 0.58406179572377 }, { "x": 139, "y": 0.59035394006682 }, { "x": 140, "y": 0.59657804528858 }, { "x": 141, "y": 0.60273374613233 }, { "x": 142, "y": 0.608820732161 }, { "x": 143, "y": 0.61483874571614 }, { "x": 144, "y": 0.62078757991111 }, { "x": 145, "y": 0.6266670766599 }, { "x": 146, "y": 0.63247712474319 }, { "x": 147, "y": 0.6382176579126 }, { "x": 148, "y": 0.64388865303438 }, { "x": 149, "y": 0.64949012827322 }, { "x": 150, "y": 0.65502214131694 }, { "x": 151, "y": 0.66048478764266 }, { "x": 152, "y": 0.66587819882478 }, { "x": 153, "y": 0.67120254088516 }, { "x": 154, "y": 0.67645801268564 }, { "x": 155, "y": 0.68164484436293 }, { "x": 156, "y": 0.68676329580601 }, { "x": 157, "y": 0.69181365517576 }, { "x": 158, "y": 0.69679623746677 }, { "x": 159, "y": 0.70171138311093 }, { "x": 160, "y": 0.70655945662269 }, { "x": 161, "y": 0.71134084528536 }, { "x": 162, "y": 0.71605595787815 }, { "x": 163, "y": 0.72070522344346 }, { "x": 164, "y": 0.72528909009384 }, { "x": 165, "y": 0.729808023858 }, { "x": 166, "y": 0.73426250756537 }, { "x": 167, "y": 0.73865303976849 }, { "x": 168, "y": 0.7429801337026 }, { "x": 169, "y": 0.74724431628162 }, { "x": 170, "y": 0.75144612713002 }, { "x": 171, "y": 0.75558611764968 }, { "x": 172, "y": 0.75966485012099 }, { "x": 173, "y": 0.76368289683756 }, { "x": 174, "y": 0.76764083927365 }, { "x": 175, "y": 0.77153926728368 }, { "x": 176, "y": 0.77537877833283 }, { "x": 177, "y": 0.77915997675822 }, { "x": 178, "y": 0.78288347305968 }, { "x": 179, "y": 0.78654988321946 }, { "x": 180, "y": 0.79015982805002 }, { "x": 181, "y": 0.7937139325692 }, { "x": 182, "y": 0.79721282540197 }, { "x": 183, "y": 0.80065713820798 }, { "x": 184, "y": 0.80404750513426 }, { "x": 185, "y": 0.80738456229217 }, { "x": 186, "y": 0.81066894725805 }, { "x": 187, "y": 0.81390129859667 }, { "x": 188, "y": 0.81708225540692 }, { "x": 189, "y": 0.82021245688893 }, { "x": 190, "y": 0.82329254193203 }, { "x": 191, "y": 0.82632314872279 }, { "x": 192, "y": 0.82930491437251 }, { "x": 193, "y": 0.83223847456356 }, { "x": 194, "y": 0.83512446321382 }, { "x": 195, "y": 0.83796351215873 }, { "x": 196, "y": 0.84075625085023 }, { "x": 197, "y": 0.84350330607212 }, { "x": 198, "y": 0.84620530167106 }, { "x": 199, "y": 0.84886285830292 }, { "x": 200, "y": 0.85147659319364 } ] }, { "id": 282, "curve_id": "E8.49", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 60 kN/m. Friction angle of the backfill soil of 50°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.9172910345908676, "sigma": 0.45099949962627278, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.917, σ=0.451, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 1.1E-13 }, { "x": 6, "y": 2.1E-12 }, { "x": 7, "y": 2.222E-11 }, { "x": 8, "y": 1.5634E-10 }, { "x": 9, "y": 8.1375E-10 }, { "x": 10, "y": 3.36392E-09 }, { "x": 11, "y": 1.160129E-08 }, { "x": 12, "y": 3.458391E-08 }, { "x": 13, "y": 9.149255E-08 }, { "x": 14, "y": 2.191522E-07 }, { "x": 15, "y": 4.8274742E-07 }, { "x": 16, "y": 9.9005972E-07 }, { "x": 17, "y": 1.90929014E-06 }, { "x": 18, "y": 3.49024115E-06 }, { "x": 19, "y": 6.08835591E-06 }, { "x": 20, "y": 1.019087836E-05 }, { "x": 21, "y": 1.64442255E-05 }, { "x": 22, "y": 2.568156109E-05 }, { "x": 23, "y": 3.894952961E-05 }, { "x": 24, "y": 5.753314375E-05 }, { "x": 25, "y": 8.297790676E-05 }, { "x": 26, "y": 0.00011710838049 }, { "x": 27, "y": 0.00016204256644 }, { "x": 28, "y": 0.00022020163849 }, { "x": 29, "y": 0.00029431474027 }, { "x": 30, "y": 0.00038741872911 }, { "x": 31, "y": 0.00050285290366 }, { "x": 32, "y": 0.00064424889058 }, { "x": 33, "y": 0.00081551598214 }, { "x": 34, "y": 0.00102082231123 }, { "x": 35, "y": 0.00126457232241 }, { "x": 36, "y": 0.00155138104777 }, { "x": 37, "y": 0.00188604572739 }, { "x": 38, "y": 0.00227351532661 }, { "x": 39, "y": 0.00271885849973 }, { "x": 40, "y": 0.00322723053414 }, { "x": 41, "y": 0.00380383978287 }, { "x": 42, "y": 0.00445391405912 }, { "x": 43, "y": 0.00518266742621 }, { "x": 44, "y": 0.00599526777227 }, { "x": 45, "y": 0.00689680551212 }, { "x": 46, "y": 0.0078922637117 }, { "x": 47, "y": 0.00898648988304 }, { "x": 48, "y": 0.01018416965213 }, { "x": 49, "y": 0.0114898024582 }, { "x": 50, "y": 0.0129076794021 }, { "x": 51, "y": 0.0144418633233 }, { "x": 52, "y": 0.01609617115053 }, { "x": 53, "y": 0.01787415853991 }, { "x": 54, "y": 0.01977910678686 }, { "x": 55, "y": 0.02181401197408 }, { "x": 56, "y": 0.02398157629683 }, { "x": 57, "y": 0.02628420148985 }, { "x": 58, "y": 0.02872398426532 }, { "x": 59, "y": 0.03130271365997 }, { "x": 60, "y": 0.03402187018047 }, { "x": 61, "y": 0.03688262662953 }, { "x": 62, "y": 0.03988585049077 }, { "x": 63, "y": 0.04303210774771 }, { "x": 64, "y": 0.04632166801163 }, { "x": 65, "y": 0.04975451083307 }, { "x": 66, "y": 0.0533303330741 }, { "x": 67, "y": 0.05704855722079 }, { "x": 68, "y": 0.06090834051944 }, { "x": 69, "y": 0.06490858482415 }, { "x": 70, "y": 0.06904794704863 }, { "x": 71, "y": 0.07332485012021 }, { "x": 72, "y": 0.07773749434008 }, { "x": 73, "y": 0.08228386905929 }, { "x": 74, "y": 0.08696176458655 }, { "x": 75, "y": 0.09176878424955 }, { "x": 76, "y": 0.09670235653781 }, { "x": 77, "y": 0.10175974726102 }, { "x": 78, "y": 0.10693807166259 }, { "x": 79, "y": 0.11223430643388 }, { "x": 80, "y": 0.11764530158009 }, { "x": 81, "y": 0.1231677920939 }, { "x": 82, "y": 0.12879840939819 }, { "x": 83, "y": 0.13453369252368 }, { "x": 84, "y": 0.14037009899203 }, { "x": 85, "y": 0.14630401537892 }, { "x": 86, "y": 0.15233176753588 }, { "x": 87, "y": 0.15844963045306 }, { "x": 88, "y": 0.16465383774855 }, { "x": 89, "y": 0.17094059077325 }, { "x": 90, "y": 0.17730606732278 }, { "x": 91, "y": 0.18374642995098 }, { "x": 92, "y": 0.19025783388168 }, { "x": 93, "y": 0.19683643451758 }, { "x": 94, "y": 0.20347839454734 }, { "x": 95, "y": 0.21017989065339 }, { "x": 96, "y": 0.21693711982474 }, { "x": 97, "y": 0.2237463052804 }, { "x": 98, "y": 0.23060370201034 }, { "x": 99, "y": 0.23750560194178 }, { "x": 100, "y": 0.2444483387396 }, { "x": 101, "y": 0.25142829225072 }, { "x": 102, "y": 0.25844189260237 }, { "x": 103, "y": 0.2654856239653 }, { "x": 104, "y": 0.27255602799305 }, { "x": 105, "y": 0.27964970694886 }, { "x": 106, "y": 0.28676332653204 }, { "x": 107, "y": 0.29389361841584 }, { "x": 108, "y": 0.30103738250879 }, { "x": 109, "y": 0.30819148895174 }, { "x": 110, "y": 0.31535287986267 }, { "x": 111, "y": 0.32251857084119 }, { "x": 112, "y": 0.32968565224486 }, { "x": 113, "y": 0.33685129024874 }, { "x": 114, "y": 0.34401272770002 }, { "x": 115, "y": 0.35116728477886 }, { "x": 116, "y": 0.35831235947656 }, { "x": 117, "y": 0.36544542790186 }, { "x": 118, "y": 0.37256404442584 }, { "x": 119, "y": 0.37966584167559 }, { "x": 120, "y": 0.38674853038659 }, { "x": 121, "y": 0.3938098991233 }, { "x": 122, "y": 0.40084781387709 }, { "x": 123, "y": 0.40786021755054 }, { "x": 124, "y": 0.41484512933647 }, { "x": 125, "y": 0.42180064399996 }, { "x": 126, "y": 0.42872493107118 }, { "x": 127, "y": 0.43561623395659 }, { "x": 128, "y": 0.44247286897547 }, { "x": 129, "y": 0.44929322432887 }, { "x": 130, "y": 0.45607575900729 }, { "x": 131, "y": 0.46281900164334 }, { "x": 132, "y": 0.46952154931522 }, { "x": 133, "y": 0.47618206630664 }, { "x": 134, "y": 0.48279928282837 }, { "x": 135, "y": 0.48937199370637 }, { "x": 136, "y": 0.49589905704133 }, { "x": 137, "y": 0.50237939284388 }, { "x": 138, "y": 0.50881198164975 }, { "x": 139, "y": 0.51519586311865 }, { "x": 140, "y": 0.52153013462069 }, { "x": 141, "y": 0.52781394981364 }, { "x": 142, "y": 0.53404651721429 }, { "x": 143, "y": 0.54022709876686 }, { "x": 144, "y": 0.54635500841124 }, { "x": 145, "y": 0.55242961065373 }, { "x": 146, "y": 0.55845031914245 }, { "x": 147, "y": 0.56441659524992 }, { "x": 148, "y": 0.57032794666459 }, { "x": 149, "y": 0.57618392599333 }, { "x": 150, "y": 0.58198412937659 }, { "x": 151, "y": 0.58772819511773 }, { "x": 152, "y": 0.59341580232808 }, { "x": 153, "y": 0.59904666958884 }, { "x": 154, "y": 0.60462055363118 }, { "x": 155, "y": 0.61013724803546 }, { "x": 156, "y": 0.61559658195065 }, { "x": 157, "y": 0.62099841883456 }, { "x": 158, "y": 0.6263426552159 }, { "x": 159, "y": 0.63162921947862 }, { "x": 160, "y": 0.63685807066908 }, { "x": 161, "y": 0.64202919732671 }, { "x": 162, "y": 0.64714261633829 }, { "x": 163, "y": 0.65219837181645 }, { "x": 164, "y": 0.65719653400244 }, { "x": 165, "y": 0.66213719819342 }, { "x": 166, "y": 0.6670204836945 }, { "x": 167, "y": 0.67184653279551 }, { "x": 168, "y": 0.67661550977251 }, { "x": 169, "y": 0.68132759991417 }, { "x": 170, "y": 0.6859830085728 }, { "x": 171, "y": 0.69058196024002 }, { "x": 172, "y": 0.69512469764697 }, { "x": 173, "y": 0.69961148088876 }, { "x": 174, "y": 0.7040425865731 }, { "x": 175, "y": 0.70841830699283 }, { "x": 176, "y": 0.71273894932205 }, { "x": 177, "y": 0.71700483483569 }, { "x": 178, "y": 0.7212162981521 }, { "x": 179, "y": 0.72537368649842 }, { "x": 180, "y": 0.7294773589984 }, { "x": 181, "y": 0.73352768598231 }, { "x": 182, "y": 0.7375250483185 }, { "x": 183, "y": 0.74146983676644 }, { "x": 184, "y": 0.74536245135064 }, { "x": 185, "y": 0.74920330075518 }, { "x": 186, "y": 0.75299280173846 }, { "x": 187, "y": 0.75673137856772 }, { "x": 188, "y": 0.76041946247291 }, { "x": 189, "y": 0.76405749111962 }, { "x": 190, "y": 0.76764590810045 }, { "x": 191, "y": 0.77118516244462 }, { "x": 192, "y": 0.7746757081453 }, { "x": 193, "y": 0.77811800370418 }, { "x": 194, "y": 0.78151251169304 }, { "x": 195, "y": 0.78485969833172 }, { "x": 196, "y": 0.78816003308223 }, { "x": 197, "y": 0.79141398825847 }, { "x": 198, "y": 0.79462203865128 }, { "x": 199, "y": 0.79778466116826 }, { "x": 200, "y": 0.80090233448814 } ] }, { "id": 283, "curve_id": "E8.50", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 90 kN/m. Friction angle of the backfill soil of 30°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.5576172969215918, "sigma": 0.43632500925240708, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.558, σ=0.436, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 1.8E-13 }, { "x": 5, "y": 7.05E-12 }, { "x": 6, "y": 1.1564E-10 }, { "x": 7, "y": 1.07736E-09 }, { "x": 8, "y": 6.74831E-09 }, { "x": 9, "y": 3.156306E-08 }, { "x": 10, "y": 1.181546E-07 }, { "x": 11, "y": 3.7144676E-07 }, { "x": 12, "y": 1.01516168E-06 }, { "x": 13, "y": 2.47453741E-06 }, { "x": 14, "y": 5.48561435E-06 }, { "x": 15, "y": 1.12275582E-05 }, { "x": 16, "y": 2.147098329E-05 }, { "x": 17, "y": 3.873273525E-05 }, { "x": 18, "y": 6.642638358E-05 }, { "x": 19, "y": 0.00010899776458 }, { "x": 20, "y": 0.00017203610077 }, { "x": 21, "y": 0.00026235318889 }, { "x": 22, "y": 0.00038802555183 }, { "x": 23, "y": 0.00055839697902 }, { "x": 24, "y": 0.00078404128327 }, { "x": 25, "y": 0.00107668720442 }, { "x": 26, "y": 0.00144910908729 }, { "x": 27, "y": 0.00191498820936 }, { "x": 28, "y": 0.00248875043769 }, { "x": 29, "y": 0.00318538629086 }, { "x": 30, "y": 0.00402025952891 }, { "x": 31, "y": 0.00500891015763 }, { "x": 32, "y": 0.00616685728341 }, { "x": 33, "y": 0.00750940665533 }, { "x": 34, "y": 0.00905146704029 }, { "x": 35, "y": 0.01080737884402 }, { "x": 36, "y": 0.01279075765508 }, { "x": 37, "y": 0.0150143546815 }, { "x": 38, "y": 0.01748993539102 }, { "x": 39, "y": 0.02022817707317 }, { "x": 40, "y": 0.0232385855201 }, { "x": 41, "y": 0.02652943057978 }, { "x": 42, "y": 0.03010769996738 }, { "x": 43, "y": 0.03397907042658 }, { "x": 44, "y": 0.03814789510664 }, { "x": 45, "y": 0.04261720585736 }, { "x": 46, "y": 0.0473887290349 }, { "x": 47, "y": 0.05246291335034 }, { "x": 48, "y": 0.05783896827222 }, { "x": 49, "y": 0.0635149115067 }, { "x": 50, "y": 0.06948762411952 }, { "x": 51, "y": 0.07575291192468 }, { "x": 52, "y": 0.08230557184255 }, { "x": 53, "y": 0.08913946201883 }, { "x": 54, "y": 0.09624757459236 }, { "x": 55, "y": 0.10362211010072 }, { "x": 56, "y": 0.11125455261469 }, { "x": 57, "y": 0.11913574479455 }, { "x": 58, "y": 0.12725596216004 }, { "x": 59, "y": 0.13560498596127 }, { "x": 60, "y": 0.14417217412812 }, { "x": 61, "y": 0.15294652986008 }, { "x": 62, "y": 0.1619167674975 }, { "x": 63, "y": 0.17107137538681 }, { "x": 64, "y": 0.18039867551824 }, { "x": 65, "y": 0.1898868797737 }, { "x": 66, "y": 0.19952414267512 }, { "x": 67, "y": 0.20929861057077 }, { "x": 68, "y": 0.2191984672378 }, { "x": 69, "y": 0.22921197591494 }, { "x": 70, "y": 0.23932751781017 }, { "x": 71, "y": 0.24953362715359 }, { "x": 72, "y": 0.25981902288783 }, { "x": 73, "y": 0.27017263710589 }, { "x": 74, "y": 0.28058364036038 }, { "x": 75, "y": 0.29104146397965 }, { "x": 76, "y": 0.30153581953411 }, { "x": 77, "y": 0.31205671560224 }, { "x": 78, "y": 0.32259447198919 }, { "x": 79, "y": 0.3331397315527 }, { "x": 80, "y": 0.3436834697914 }, { "x": 81, "y": 0.35421700234881 }, { "x": 82, "y": 0.36473199058459 }, { "x": 83, "y": 0.37522044536057 }, { "x": 84, "y": 0.38567472918535 }, { "x": 85, "y": 0.39608755685609 }, { "x": 86, "y": 0.40645199473111 }, { "x": 87, "y": 0.41676145876071 }, { "x": 88, "y": 0.42700971139823 }, { "x": 89, "y": 0.43719085750656 }, { "x": 90, "y": 0.44729933936961 }, { "x": 91, "y": 0.45732993091139 }, { "x": 92, "y": 0.46727773121963 }, { "x": 93, "y": 0.47713815746416 }, { "x": 94, "y": 0.48690693729457 }, { "x": 95, "y": 0.49658010079551 }, { "x": 96, "y": 0.50615397207238 }, { "x": 97, "y": 0.51562516053456 }, { "x": 98, "y": 0.52499055193808 }, { "x": 99, "y": 0.53424729924432 }, { "x": 100, "y": 0.54339281334688 }, { "x": 101, "y": 0.55242475371379 }, { "x": 102, "y": 0.56134101898795 }, { "x": 103, "y": 0.5701397375848 }, { "x": 104, "y": 0.57881925832205 }, { "x": 105, "y": 0.58737814111288 }, { "x": 106, "y": 0.59581514775047 }, { "x": 107, "y": 0.60412923280872 }, { "x": 108, "y": 0.61231953468091 }, { "x": 109, "y": 0.62038536677544 }, { "x": 110, "y": 0.62832620888511 }, { "x": 111, "y": 0.63614169874425 }, { "x": 112, "y": 0.64383162378564 }, { "x": 113, "y": 0.65139591310736 }, { "x": 114, "y": 0.65883462965775 }, { "x": 115, "y": 0.66614796264516 }, { "x": 116, "y": 0.6733362201774 }, { "x": 117, "y": 0.68039982213478 }, { "x": 118, "y": 0.68733929327904 }, { "x": 119, "y": 0.69415525659951 }, { "x": 120, "y": 0.70084842689696 }, { "x": 121, "y": 0.70741960460433 }, { "x": 122, "y": 0.7138696698431 }, { "x": 123, "y": 0.72019957671315 }, { "x": 124, "y": 0.72641034781335 }, { "x": 125, "y": 0.73250306898953 }, { "x": 126, "y": 0.73847888430613 }, { "x": 127, "y": 0.74433899123733 }, { "x": 128, "y": 0.75008463607295 }, { "x": 129, "y": 0.75571710953446 }, { "x": 130, "y": 0.76123774259585 }, { "x": 131, "y": 0.76664790250403 }, { "x": 132, "y": 0.77194898899342 }, { "x": 133, "y": 0.77714243068892 }, { "x": 134, "y": 0.78222968169168 }, { "x": 135, "y": 0.78721221834192 }, { "x": 136, "y": 0.79209153615288 }, { "x": 137, "y": 0.79686914691025 }, { "x": 138, "y": 0.80154657593114 }, { "x": 139, "y": 0.80612535947694 }, { "x": 140, "y": 0.81060704231431 }, { "x": 141, "y": 0.81499317541865 }, { "x": 142, "y": 0.8192853138145 }, { "x": 143, "y": 0.82348501454744 }, { "x": 144, "y": 0.82759383478202 }, { "x": 145, "y": 0.83161333002059 }, { "x": 146, "y": 0.83554505243773 }, { "x": 147, "y": 0.83939054932538 }, { "x": 148, "y": 0.8431513616438 }, { "x": 149, "y": 0.84682902267343 }, { "x": 150, "y": 0.8504250567632 }, { "x": 151, "y": 0.85394097817072 }, { "x": 152, "y": 0.85737828998997 }, { "x": 153, "y": 0.86073848316238 }, { "x": 154, "y": 0.8640230355671 }, { "x": 155, "y": 0.86723341118662 }, { "x": 156, "y": 0.87037105934386 }, { "x": 157, "y": 0.87343741400718 }, { "x": 158, "y": 0.87643389315963 }, { "x": 159, "y": 0.87936189822925 }, { "x": 160, "y": 0.88222281357687 }, { "x": 161, "y": 0.88501800603862 }, { "x": 162, "y": 0.88774882451983 }, { "x": 163, "y": 0.89041659963764 }, { "x": 164, "y": 0.89302264340943 }, { "x": 165, "y": 0.89556824898451 }, { "x": 166, "y": 0.89805469041646 }, { "x": 167, "y": 0.90048322247374 }, { "x": 168, "y": 0.90285508048626 }, { "x": 169, "y": 0.90517148022561 }, { "x": 170, "y": 0.90743361781699 }, { "x": 171, "y": 0.90964266968064 }, { "x": 172, "y": 0.91179979250103 }, { "x": 173, "y": 0.91390612322184 }, { "x": 174, "y": 0.91596277906503 }, { "x": 175, "y": 0.91797085757242 }, { "x": 176, "y": 0.91993143666806 }, { "x": 177, "y": 0.92184557474002 }, { "x": 178, "y": 0.92371431074006 }, { "x": 179, "y": 0.92553866430002 }, { "x": 180, "y": 0.92731963586337 }, { "x": 181, "y": 0.92905820683099 }, { "x": 182, "y": 0.93075533971979 }, { "x": 183, "y": 0.93241197833333 }, { "x": 184, "y": 0.93402904794314 }, { "x": 185, "y": 0.93560745547998 }, { "x": 186, "y": 0.937148089734 }, { "x": 187, "y": 0.93865182156306 }, { "x": 188, "y": 0.94011950410814 }, { "x": 189, "y": 0.94155197301544 }, { "x": 190, "y": 0.94295004666408 }, { "x": 191, "y": 0.94431452639892 }, { "x": 192, "y": 0.94564619676787 }, { "x": 193, "y": 0.94694582576293 }, { "x": 194, "y": 0.94821416506455 }, { "x": 195, "y": 0.94945195028872 }, { "x": 196, "y": 0.95065990123626 }, { "x": 197, "y": 0.95183872214386 }, { "x": 198, "y": 0.95298910193651 }, { "x": 199, "y": 0.95411171448078 }, { "x": 200, "y": 0.95520721883867 } ] }, { "id": 284, "curve_id": "E8.51", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 90 kN/m. Friction angle of the backfill soil of 35°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.7149477769096046, "sigma": 0.44225111386853477, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.715, σ=0.442, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 3E-14 }, { "x": 5, "y": 1.09E-12 }, { "x": 6, "y": 1.924E-11 }, { "x": 7, "y": 1.9097E-10 }, { "x": 8, "y": 1.26662E-09 }, { "x": 9, "y": 6.24234E-09 }, { "x": 10, "y": 2.452295E-08 }, { "x": 11, "y": 8.062675E-08 }, { "x": 12, "y": 2.2977185E-07 }, { "x": 13, "y": 5.8253365E-07 }, { "x": 14, "y": 1.34010776E-06 }, { "x": 15, "y": 2.84066929E-06 }, { "x": 16, "y": 5.61609283E-06 }, { "x": 17, "y": 1.045710543E-05 }, { "x": 18, "y": 1.848396428E-05 }, { "x": 19, "y": 3.121909458E-05 }, { "x": 20, "y": 5.06578333E-05 }, { "x": 21, "y": 7.933348601E-05 }, { "x": 22, "y": 0.00012037326181 }, { "x": 23, "y": 0.00017754222928 }, { "x": 24, "y": 0.00025527315097 }, { "x": 25, "y": 0.00035868082943 }, { "x": 26, "y": 0.0004935603663 }, { "x": 27, "y": 0.00066636944953 }, { "x": 28, "y": 0.00088419540554 }, { "x": 29, "y": 0.00115470826351 }, { "x": 30, "y": 0.00148610146958 }, { "x": 31, "y": 0.00188702215956 }, { "x": 32, "y": 0.00236649305956 }, { "x": 33, "y": 0.00293382814459 }, { "x": 34, "y": 0.00359854416336 }, { "x": 35, "y": 0.00437027004668 }, { "x": 36, "y": 0.00525865607469 }, { "x": 37, "y": 0.00627328449764 }, { "x": 38, "y": 0.00742358310095 }, { "x": 39, "y": 0.00871874298731 }, { "x": 40, "y": 0.01016764162804 }, { "x": 41, "y": 0.01177877201893 }, { "x": 42, "y": 0.01356017856851 }, { "x": 43, "y": 0.01551940015453 }, { "x": 44, "y": 0.01766342060831 }, { "x": 45, "y": 0.01999862673038 }, { "x": 46, "y": 0.02253077380367 }, { "x": 47, "y": 0.02526495845351 }, { "x": 48, "y": 0.02820559860588 }, { "x": 49, "y": 0.03135642021554 }, { "x": 50, "y": 0.0347204503735 }, { "x": 51, "y": 0.03830001635594 }, { "x": 52, "y": 0.04209675014376 }, { "x": 53, "y": 0.0461115979212 }, { "x": 54, "y": 0.05034483405211 }, { "x": 55, "y": 0.05479607903129 }, { "x": 56, "y": 0.05946432091556 }, { "x": 57, "y": 0.0643479397523 }, { "x": 58, "y": 0.06944473454148 }, { "x": 59, "y": 0.07475195228971 }, { "x": 60, "y": 0.08026631873997 }, { "x": 61, "y": 0.08598407038818 }, { "x": 62, "y": 0.09190098742677 }, { "x": 63, "y": 0.098012427284359993 }, { "x": 64, "y": 0.10431335846108 }, { "x": 65, "y": 0.11079839438768 }, { "x": 66, "y": 0.11746182706589 }, { "x": 67, "y": 0.12429766027483 }, { "x": 68, "y": 0.1312996421551 }, { "x": 69, "y": 0.13846129700716 }, { "x": 70, "y": 0.14577595616461 }, { "x": 71, "y": 0.15323678782489 }, { "x": 72, "y": 0.16083682574065 }, { "x": 73, "y": 0.16856899669391 }, { "x": 74, "y": 0.17642614669257 }, { "x": 75, "y": 0.18440106584444 }, { "x": 76, "y": 0.19248651187842 }, { "x": 77, "y": 0.2006752322951 }, { "x": 78, "y": 0.20895998514043 }, { "x": 79, "y": 0.21733355840635 }, { "x": 80, "y": 0.22578878807087 }, { "x": 81, "y": 0.23431857479788 }, { "x": 82, "y": 0.24291589932366 }, { "x": 83, "y": 0.25157383656246 }, { "x": 84, "y": 0.26028556846835 }, { "x": 85, "y": 0.26904439569438 }, { "x": 86, "y": 0.27784374809324 }, { "x": 87, "y": 0.28667719410586 }, { "x": 88, "y": 0.29553844908649 }, { "x": 89, "y": 0.30442138261379 }, { "x": 90, "y": 0.31332002483841 }, { "x": 91, "y": 0.32222857191779 }, { "x": 92, "y": 0.33114139058895 }, { "x": 93, "y": 0.34005302192972 }, { "x": 94, "y": 0.34895818435797 }, { "x": 95, "y": 0.35785177591785 }, { "x": 96, "y": 0.36672887590077 }, { "x": 97, "y": 0.37558474584759 }, { "x": 98, "y": 0.38441482997713 }, { "x": 99, "y": 0.39321475508456 }, { "x": 100, "y": 0.40198032995174 }, { "x": 101, "y": 0.41070754430966 }, { "x": 102, "y": 0.41939256739169 }, { "x": 103, "y": 0.42803174611448 }, { "x": 104, "y": 0.43662160292147 }, { "x": 105, "y": 0.44515883332249 }, { "x": 106, "y": 0.45364030316083 }, { "x": 107, "y": 0.4620630456378 }, { "x": 108, "y": 0.47042425812278 }, { "x": 109, "y": 0.47872129877517 }, { "x": 110, "y": 0.48695168300331 }, { "x": 111, "y": 0.49511307978326 }, { "x": 112, "y": 0.50320330785957 }, { "x": 113, "y": 0.51122033184784 }, { "x": 114, "y": 0.51916225825834 }, { "x": 115, "y": 0.52702733145776 }, { "x": 116, "y": 0.53481392958546 }, { "x": 117, "y": 0.54252056043912 }, { "x": 118, "y": 0.55014585734336 }, { "x": 119, "y": 0.55768857501404 }, { "x": 120, "y": 0.56514758542978 }, { "x": 121, "y": 0.57252187372099 }, { "x": 122, "y": 0.57981053408624 }, { "x": 123, "y": 0.58701276574434 }, { "x": 124, "y": 0.59412786893004 }, { "x": 125, "y": 0.60115524094035 }, { "x": 126, "y": 0.60809437223759 }, { "x": 127, "y": 0.61494484261483 }, { "x": 128, "y": 0.62170631742845 }, { "x": 129, "y": 0.6283785439022 }, { "x": 130, "y": 0.63496134750636 }, { "x": 131, "y": 0.64145462841513 }, { "x": 132, "y": 0.64785835804508 }, { "x": 133, "y": 0.65417257567652 }, { "x": 134, "y": 0.66039738516003 }, { "x": 135, "y": 0.66653295170907 }, { "x": 136, "y": 0.6725794987801 }, { "x": 137, "y": 0.67853730504066 }, { "x": 138, "y": 0.68440670142593 }, { "x": 139, "y": 0.69018806828387 }, { "x": 140, "y": 0.69588183260885 }, { "x": 141, "y": 0.7014884653634 }, { "x": 142, "y": 0.70700847888756 }, { "x": 143, "y": 0.71244242439506 }, { "x": 144, "y": 0.71779088955545 }, { "x": 145, "y": 0.72305449616117 }, { "x": 146, "y": 0.72823389787833 }, { "x": 147, "y": 0.73332977807994 }, { "x": 148, "y": 0.73834284776016 }, { "x": 149, "y": 0.74327384352814 }, { "x": 150, "y": 0.74812352567982 }, { "x": 151, "y": 0.75289267634615 }, { "x": 152, "y": 0.75758209771596 }, { "x": 153, "y": 0.7621926103318 }, { "x": 154, "y": 0.76672505145699 }, { "x": 155, "y": 0.77118027351209 }, { "x": 156, "y": 0.77555914257893 }, { "x": 157, "y": 0.77986253697046 }, { "x": 158, "y": 0.78409134586448 }, { "x": 159, "y": 0.78824646799952 }, { "x": 160, "y": 0.79232881043099 }, { "x": 161, "y": 0.7963392873457 }, { "x": 162, "y": 0.80027881893311 }, { "x": 163, "y": 0.80414833031130994 }, { "x": 164, "y": 0.80794875050612 }, { "x": 165, "y": 0.81168101148145 }, { "x": 166, "y": 0.81534604721921 }, { "x": 167, "y": 0.8189447928471 }, { "x": 168, "y": 0.8224781838125 }, { "x": 169, "y": 0.82594715510101 }, { "x": 170, "y": 0.82935264049771 }, { "x": 171, "y": 0.83269557188995 }, { "x": 172, "y": 0.83597687860976 }, { "x": 173, "y": 0.83919748681458 }, { "x": 174, "y": 0.8423583189048 }, { "x": 175, "y": 0.84546029297658 }, { "x": 176, "y": 0.84850432230866 }, { "x": 177, "y": 0.85149131488175 }, { "x": 178, "y": 0.85442217292913 }, { "x": 179, "y": 0.85729779251721 }, { "x": 180, "y": 0.86011906315479 }, { "x": 181, "y": 0.86288686742982 }, { "x": 182, "y": 0.86560208067246 }, { "x": 183, "y": 0.86826557064321 }, { "x": 184, "y": 0.87087819724523 }, { "x": 185, "y": 0.87344081225947 }, { "x": 186, "y": 0.87595425910187 }, { "x": 187, "y": 0.87841937260142 }, { "x": 188, "y": 0.88083697879818 }, { "x": 189, "y": 0.88320789476033 }, { "x": 190, "y": 0.88553292841935 }, { "x": 191, "y": 0.88781287842245 }, { "x": 192, "y": 0.89004853400138 }, { "x": 193, "y": 0.89224067485688 }, { "x": 194, "y": 0.89439007105786 }, { "x": 195, "y": 0.89649748295479 }, { "x": 196, "y": 0.89856366110629 }, { "x": 197, "y": 0.90058934621842 }, { "x": 198, "y": 0.90257526909601 }, { "x": 199, "y": 0.90452215060522 }, { "x": 200, "y": 0.9064307016469 } ] }, { "id": 285, "curve_id": "E8.52", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 90 kN/m. Friction angle of the backfill soil of 40°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.8373291650270032, "sigma": 0.44686080509102449, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.837, σ=0.447, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 1E-14 }, { "x": 5, "y": 2.5E-13 }, { "x": 6, "y": 4.7E-12 }, { "x": 7, "y": 4.884E-11 }, { "x": 8, "y": 3.3781E-10 }, { "x": 9, "y": 1.73023E-09 }, { "x": 10, "y": 7.04322E-09 }, { "x": 11, "y": 2.393493E-08 }, { "x": 12, "y": 7.035096E-08 }, { "x": 13, "y": 1.8361242E-07 }, { "x": 14, "y": 4.34125E-07 }, { "x": 15, "y": 9.444021E-07 }, { "x": 16, "y": 1.91366689E-06 }, { "x": 17, "y": 3.6477975E-06 }, { "x": 18, "y": 6.59388226E-06 }, { "x": 19, "y": 1.137821957E-05 }, { "x": 20, "y": 1.884627457E-05 }, { "x": 21, "y": 3.010291382E-05 }, { "x": 22, "y": 4.655118228E-05 }, { "x": 23, "y": 6.992795251E-05 }, { "x": 24, "y": 0.00010233494251 }, { "x": 25, "y": 0.00014626383895 }, { "x": 26, "y": 0.00020461455103 }, { "x": 27, "y": 0.00028070592955 }, { "x": 28, "y": 0.00037827859645 }, { "x": 29, "y": 0.00050148982288 }, { "x": 30, "y": 0.00065490065804 }, { "x": 31, "y": 0.0008434557366 }, { "x": 32, "y": 0.00107245637702 }, { "x": 33, "y": 0.00134752772336 }, { "x": 34, "y": 0.00167458078243 }, { "x": 35, "y": 0.00205977026729 }, { "x": 36, "y": 0.00250944918332 }, { "x": 37, "y": 0.00303012108768 }, { "x": 38, "y": 0.00362839092285 }, { "x": 39, "y": 0.00431091527497 }, { "x": 40, "y": 0.00508435284245 }, { "x": 41, "y": 0.00595531582488 }, { "x": 42, "y": 0.0069303228594 }, { "x": 43, "y": 0.00801575404591 }, { "x": 44, "y": 0.0092178085163 }, { "x": 45, "y": 0.01054246491746 }, { "x": 46, "y": 0.01199544509729 }, { "x": 47, "y": 0.01358218120601 }, { "x": 48, "y": 0.01530778635484 }, { "x": 49, "y": 0.01717702890989 }, { "x": 50, "y": 0.01919431044196 }, { "x": 51, "y": 0.02136364730255 }, { "x": 52, "y": 0.02368865575305 }, { "x": 53, "y": 0.02617254053709 }, { "x": 54, "y": 0.02881808675576 }, { "x": 55, "y": 0.03162765488054 }, { "x": 56, "y": 0.03460317871984 }, { "x": 57, "y": 0.03774616614064 }, { "x": 58, "y": 0.04105770233707 }, { "x": 59, "y": 0.04453845543178 }, { "x": 60, "y": 0.04818868419368 }, { "x": 61, "y": 0.05200824765604 }, { "x": 62, "y": 0.05599661642223 }, { "x": 63, "y": 0.06015288545124 }, { "x": 64, "y": 0.06447578812257 }, { "x": 65, "y": 0.06896371138798 }, { "x": 66, "y": 0.07361471182721 }, { "x": 67, "y": 0.078426532435 }, { "x": 68, "y": 0.08339661997764 }, { "x": 69, "y": 0.08852214276811 }, { "x": 70, "y": 0.09380000872061 }, { "x": 71, "y": 0.0992268835563 }, { "x": 72, "y": 0.10479920904342 }, { "x": 73, "y": 0.11051322116582 }, { "x": 74, "y": 0.11636496812485 }, { "x": 75, "y": 0.12235032808938 }, { "x": 76, "y": 0.12846502661908 }, { "x": 77, "y": 0.13470465369489 }, { "x": 78, "y": 0.14106468029982 }, { "x": 79, "y": 0.14754047450131 }, { "x": 80, "y": 0.15412731699406 }, { "x": 81, "y": 0.16082041606962 }, { "x": 82, "y": 0.16761492198543 }, { "x": 83, "y": 0.17450594071225 }, { "x": 84, "y": 0.18148854704446 }, { "x": 85, "y": 0.1885577970628 }, { "x": 86, "y": 0.19570873994363 }, { "x": 87, "y": 0.2029364291131 }, { "x": 88, "y": 0.21023593274813 }, { "x": 89, "y": 0.21760234362948 }, { "x": 90, "y": 0.2250307883551 }, { "x": 91, "y": 0.23251643592452 }, { "x": 92, "y": 0.24005450570697 }, { "x": 93, "y": 0.2476402748083 }, { "x": 94, "y": 0.25526908485292 }, { "x": 95, "y": 0.26293634819843 }, { "x": 96, "y": 0.27063755360196 }, { "x": 97, "y": 0.27836827135766 }, { "x": 98, "y": 0.28612415792584 }, { "x": 99, "y": 0.29390096007453 }, { "x": 100, "y": 0.30169451855462 }, { "x": 101, "y": 0.30950077132989 }, { "x": 102, "y": 0.31731575638332 }, { "x": 103, "y": 0.32513561412094 }, { "x": 104, "y": 0.33295658939437 }, { "x": 105, "y": 0.34077503316289 }, { "x": 106, "y": 0.34858740381551 }, { "x": 107, "y": 0.35639026817325 }, { "x": 108, "y": 0.36418030219111 }, { "x": 109, "y": 0.37195429137902 }, { "x": 110, "y": 0.37970913096018 }, { "x": 111, "y": 0.38744182578492 }, { "x": 112, "y": 0.39514949001737 }, { "x": 113, "y": 0.40282934661165 }, { "x": 114, "y": 0.41047872659382 }, { "x": 115, "y": 0.41809506816492 }, { "x": 116, "y": 0.42567591563997 }, { "x": 117, "y": 0.43321891823696 }, { "x": 118, "y": 0.44072182872954 }, { "x": 119, "y": 0.448182501976 }, { "x": 120, "y": 0.45559889333689 }, { "x": 121, "y": 0.46296905699287 }, { "x": 122, "y": 0.47029114417364 }, { "x": 123, "y": 0.47756340130843 }, { "x": 124, "y": 0.48478416810772 }, { "x": 125, "y": 0.49195187558549 }, { "x": 126, "y": 0.49906504403062 }, { "x": 127, "y": 0.50612228093547 }, { "x": 128, "y": 0.51312227888942 }, { "x": 129, "y": 0.52006381344436 }, { "x": 130, "y": 0.52694574095876 }, { "x": 131, "y": 0.53376699642656 }, { "x": 132, "y": 0.54052659129663 }, { "x": 133, "y": 0.54722361128798 }, { "x": 134, "y": 0.55385721420586 }, { "x": 135, "y": 0.5604266277631 }, { "x": 136, "y": 0.566931147411 }, { "x": 137, "y": 0.57337013418351 }, { "x": 138, "y": 0.57974301255828 }, { "x": 139, "y": 0.58604926833773 }, { "x": 140, "y": 0.59228844655312 }, { "x": 141, "y": 0.59846014939411 }, { "x": 142, "y": 0.60456403416637 }, { "x": 143, "y": 0.61059981127916 }, { "x": 144, "y": 0.616567242265 }, { "x": 145, "y": 0.6224661378328 }, { "x": 146, "y": 0.62829635595633 }, { "x": 147, "y": 0.63405779999883 }, { "x": 148, "y": 0.63975041687532 }, { "x": 149, "y": 0.64537419525322 }, { "x": 150, "y": 0.65092916379223 }, { "x": 151, "y": 0.65641538942397 }, { "x": 152, "y": 0.66183297567207 }, { "x": 153, "y": 0.66718206101292 }, { "x": 154, "y": 0.67246281727734 }, { "x": 155, "y": 0.67767544809346 }, { "x": 156, "y": 0.68282018737077 }, { "x": 157, "y": 0.68789729782523 }, { "x": 158, "y": 0.6929070695455 }, { "x": 159, "y": 0.69784981859996 }, { "x": 160, "y": 0.70272588568424 }, { "x": 161, "y": 0.70753563480909 }, { "x": 162, "y": 0.71227945202798 }, { "x": 163, "y": 0.71695774420417 }, { "x": 164, "y": 0.72157093781669 }, { "x": 165, "y": 0.72611947780472 }, { "x": 166, "y": 0.73060382644975 }, { "x": 167, "y": 0.73502446229503 }, { "x": 168, "y": 0.73938187910161 }, { "x": 169, "y": 0.74367658484027 }, { "x": 170, "y": 0.74790910071885 }, { "x": 171, "y": 0.75207996024402 }, { "x": 172, "y": 0.75618970831704 }, { "x": 173, "y": 0.76023890036259 }, { "x": 174, "y": 0.7642281014901 }, { "x": 175, "y": 0.76815788568672 }, { "x": 176, "y": 0.7720288350412 }, { "x": 177, "y": 0.775841538998 }, { "x": 178, "y": 0.77959659364087 }, { "x": 179, "y": 0.783294601005 }, { "x": 180, "y": 0.78693616841723 }, { "x": 181, "y": 0.79052190786341 }, { "x": 182, "y": 0.79405243538213 }, { "x": 183, "y": 0.79752837048433 }, { "x": 184, "y": 0.8009503355977 }, { "x": 185, "y": 0.80431895553547 }, { "x": 186, "y": 0.80763485698873 }, { "x": 187, "y": 0.8108986680415 }, { "x": 188, "y": 0.81411101770805 }, { "x": 189, "y": 0.81727253549162 }, { "x": 190, "y": 0.82038385096393 }, { "x": 191, "y": 0.82344559336484 }, { "x": 192, "y": 0.82645839122145 }, { "x": 193, "y": 0.82942287198602 }, { "x": 194, "y": 0.83233966169216 }, { "x": 195, "y": 0.83520938462858 }, { "x": 196, "y": 0.83803266302977 }, { "x": 197, "y": 0.84081011678325 }, { "x": 198, "y": 0.84354236315246 }, { "x": 199, "y": 0.84623001651508 }, { "x": 200, "y": 0.848873688116 } ] }, { "id": 286, "curve_id": "E8.53", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 90 kN/m. Friction angle of the backfill soil of 45°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.9365999999999994, "sigma": 0.45059999999999989, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.937, σ=0.451, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 8E-14 }, { "x": 6, "y": 1.48E-12 }, { "x": 7, "y": 1.599E-11 }, { "x": 8, "y": 1.143E-10 }, { "x": 9, "y": 6.0318E-10 }, { "x": 10, "y": 2.52415E-09 }, { "x": 11, "y": 8.80109E-09 }, { "x": 12, "y": 2.649817E-08 }, { "x": 13, "y": 7.073966E-08 }, { "x": 14, "y": 1.7085988E-07 }, { "x": 15, "y": 3.7927853E-07 }, { "x": 16, "y": 7.834426E-07 }, { "x": 17, "y": 1.5209618E-06 }, { "x": 18, "y": 2.79782112E-06 }, { "x": 19, "y": 4.90931178E-06 }, { "x": 20, "y": 8.26310729E-06 }, { "x": 21, "y": 1.340374387E-05 }, { "x": 22, "y": 2.103765324E-05 }, { "x": 23, "y": 3.205784581E-05 }, { "x": 24, "y": 4.756734815E-05 }, { "x": 25, "y": 6.8900555E-05 }, { "x": 26, "y": 9.764175073E-05 }, { "x": 27, "y": 0.00013564017916 }, { "x": 28, "y": 0.00018502118113 }, { "x": 29, "y": 0.00024819306807 }, { "x": 30, "y": 0.00032784954685 }, { "x": 31, "y": 0.00042696765136 }, { "x": 32, "y": 0.00054880126282 }, { "x": 33, "y": 0.00069687041217 }, { "x": 34, "y": 0.00087494665025 }, { "x": 35, "y": 0.00108703484583 }, { "x": 36, "y": 0.00133735182663 }, { "x": 37, "y": 0.00163030231634 }, { "x": 38, "y": 0.00197045264239 }, { "x": 39, "y": 0.00236250269592 }, { "x": 40, "y": 0.00281125662085 }, { "x": 41, "y": 0.00332159269287 }, { "x": 42, "y": 0.00389843282578 }, { "x": 43, "y": 0.00454671211182 }, { "x": 44, "y": 0.00527134876811 }, { "x": 45, "y": 0.00607721482283 }, { "x": 46, "y": 0.00696910783497 }, { "x": 47, "y": 0.00795172390094 }, { "x": 48, "y": 0.00902963216121 }, { "x": 49, "y": 0.01020725098105 }, { "x": 50, "y": 0.01148882594231 }, { "x": 51, "y": 0.012878409748 }, { "x": 52, "y": 0.01437984410935 }, { "x": 53, "y": 0.01599674365497 }, { "x": 54, "y": 0.01773248187547 }, { "x": 55, "y": 0.01959017909282 }, { "x": 56, "y": 0.02157269242313 }, { "x": 57, "y": 0.0236826076835 }, { "x": 58, "y": 0.02592223317832 }, { "x": 59, "y": 0.02829359528784 }, { "x": 60, "y": 0.03079843577148 }, { "x": 61, "y": 0.03343821069041 }, { "x": 62, "y": 0.03621409084786 }, { "x": 63, "y": 0.03912696364143 }, { "x": 64, "y": 0.04217743621911 }, { "x": 65, "y": 0.04536583982969 }, { "x": 66, "y": 0.04869223525821 }, { "x": 67, "y": 0.05215641923845 }, { "x": 68, "y": 0.05575793173671 }, { "x": 69, "y": 0.05949606400366 }, { "x": 70, "y": 0.0633698672952 }, { "x": 71, "y": 0.06737816216681 }, { "x": 72, "y": 0.07151954825066 }, { "x": 73, "y": 0.0757924144295 }, { "x": 74, "y": 0.08019494932624 }, { "x": 75, "y": 0.08472515203339 }, { "x": 76, "y": 0.08938084301162 }, { "x": 77, "y": 0.09415967509202 }, { "x": 78, "y": 0.09905914452162 }, { "x": 79, "y": 0.10407660199708 }, { "x": 80, "y": 0.10920926363601 }, { "x": 81, "y": 0.11445422184059 }, { "x": 82, "y": 0.11980845601238 }, { "x": 83, "y": 0.12526884308203 }, { "x": 84, "y": 0.13083216782135 }, { "x": 85, "y": 0.13649513290963 }, { "x": 86, "y": 0.14225436872955 }, { "x": 87, "y": 0.14810644287166 }, { "x": 88, "y": 0.15404786932984 }, { "x": 89, "y": 0.16007511737293 }, { "x": 90, "y": 0.16618462008091 }, { "x": 91, "y": 0.1723727825364 }, { "x": 92, "y": 0.17863598966482 }, { "x": 93, "y": 0.18497061371867 }, { "x": 94, "y": 0.19137302140353 }, { "x": 95, "y": 0.19783958064504 }, { "x": 96, "y": 0.20436666699799 }, { "x": 97, "y": 0.21095066969999 }, { "x": 98, "y": 0.21758799737350001 }, { "x": 99, "y": 0.22427508338133 }, { "x": 100, "y": 0.2310083908416 }, { "x": 101, "y": 0.23778441730911 }, { "x": 102, "y": 0.24459969913085 }, { "x": 103, "y": 0.2514508154841 }, { "x": 104, "y": 0.25833439210599 }, { "x": 105, "y": 0.26524710472407 }, { "x": 106, "y": 0.27218568219752 }, { "x": 107, "y": 0.27914690937926 }, { "x": 108, "y": 0.28612762970917 }, { "x": 109, "y": 0.29312474754896 }, { "x": 110, "y": 0.30013523026915 }, { "x": 111, "y": 0.30715611009887 }, { "x": 112, "y": 0.31418448574893 }, { "x": 113, "y": 0.32121752381886 }, { "x": 114, "y": 0.32825245999814 }, { "x": 115, "y": 0.33528660007206 }, { "x": 116, "y": 0.34231732074231 }, { "x": 117, "y": 0.34934207027224 }, { "x": 118, "y": 0.35635836896646 }, { "x": 119, "y": 0.36336380949444 }, { "x": 120, "y": 0.3703560570672 }, { "x": 121, "y": 0.37733284947622 }, { "x": 122, "y": 0.38429199700321 }, { "x": 123, "y": 0.39123138220921 }, { "x": 124, "y": 0.39814895961129 }, { "x": 125, "y": 0.40504275525448 }, { "x": 126, "y": 0.41191086618684 }, { "x": 127, "y": 0.41875145984461 }, { "x": 128, "y": 0.42556277335475 }, { "x": 129, "y": 0.43234311276132 }, { "x": 130, "y": 0.43909085218222 }, { "x": 131, "y": 0.44580443290249 }, { "x": 132, "y": 0.45248236240981 }, { "x": 133, "y": 0.45912321337794 }, { "x": 134, "y": 0.46572562260328 }, { "x": 135, "y": 0.47228828989965 }, { "x": 136, "y": 0.47880997695597 }, { "x": 137, "y": 0.48528950616147 }, { "x": 138, "y": 0.49172575940251 }, { "x": 139, "y": 0.49811767683519 }, { "x": 140, "y": 0.50446425563758 }, { "x": 141, "y": 0.51076454874487 }, { "x": 142, "y": 0.51701766357119 }, { "x": 143, "y": 0.52322276072089 }, { "x": 144, "y": 0.52937905269243 }, { "x": 145, "y": 0.53548580257764 }, { "x": 146, "y": 0.5415423227588 }, { "x": 147, "y": 0.54754797360603 }, { "x": 148, "y": 0.55350216217726 }, { "x": 149, "y": 0.55940434092267 }, { "x": 150, "y": 0.56525400639576 }, { "x": 151, "y": 0.57105069797262 }, { "x": 152, "y": 0.5767939965811 }, { "x": 153, "y": 0.58248352344138 }, { "x": 154, "y": 0.58811893881932 }, { "x": 155, "y": 0.59369994079378 }, { "x": 156, "y": 0.59922626403913 }, { "x": 157, "y": 0.60469767862389 }, { "x": 158, "y": 0.6101139888265 }, { "x": 159, "y": 0.61547503196896 }, { "x": 160, "y": 0.62078067726923 }, { "x": 161, "y": 0.62603082471282 }, { "x": 162, "y": 0.6312254039444 }, { "x": 163, "y": 0.63636437317966 }, { "x": 164, "y": 0.64144771813808 }, { "x": 165, "y": 0.64647545099686 }, { "x": 166, "y": 0.6514476093662 }, { "x": 167, "y": 0.65636425528643 }, { "x": 168, "y": 0.66122547424694 }, { "x": 169, "y": 0.66603137422709 }, { "x": 170, "y": 0.67078208475931 }, { "x": 171, "y": 0.67547775601425 }, { "x": 172, "y": 0.6801185579081 }, { "x": 173, "y": 0.68470467923204 }, { "x": 174, "y": 0.68923632680359 }, { "x": 175, "y": 0.69371372464007 }, { "x": 176, "y": 0.69813711315361 }, { "x": 177, "y": 0.70250674836798 }, { "x": 178, "y": 0.70682290115668 }, { "x": 179, "y": 0.71108585650241 }, { "x": 180, "y": 0.71529591277731 }, { "x": 181, "y": 0.71945338104418 }, { "x": 182, "y": 0.72355858437793 }, { "x": 183, "y": 0.72761185720739 }, { "x": 184, "y": 0.73161354467688 }, { "x": 185, "y": 0.73556400202744 }, { "x": 186, "y": 0.73946359399727 }, { "x": 187, "y": 0.7433126942411 }, { "x": 188, "y": 0.74711168476816 }, { "x": 189, "y": 0.75086095539841 }, { "x": 190, "y": 0.75456090323664 }, { "x": 191, "y": 0.75821193216417 }, { "x": 192, "y": 0.76181445234761 }, { "x": 193, "y": 0.76536887976463 }, { "x": 194, "y": 0.76887563574604 }, { "x": 195, "y": 0.77233514653405 }, { "x": 196, "y": 0.77574784285624 }, { "x": 197, "y": 0.77911415951491 }, { "x": 198, "y": 0.78243453499144 }, { "x": 199, "y": 0.78570941106529 }, { "x": 200, "y": 0.78893923244731 } ] }, { "id": 287, "curve_id": "E8.54", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 90 kN/m. Friction angle of the backfill soil of 50°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 5.01989812093925, "sigma": 0.45373755719225078, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=5.020, σ=0.454, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 3E-14 }, { "x": 6, "y": 5.6E-13 }, { "x": 7, "y": 6.23E-12 }, { "x": 8, "y": 4.57E-11 }, { "x": 9, "y": 2.4709E-10 }, { "x": 10, "y": 1.05741E-09 }, { "x": 11, "y": 3.76451E-09 }, { "x": 12, "y": 1.155719E-08 }, { "x": 13, "y": 3.142385E-08 }, { "x": 14, "y": 7.72242E-08 }, { "x": 15, "y": 1.7425896E-07 }, { "x": 16, "y": 3.6560821E-07 }, { "x": 17, "y": 7.2041446E-07 }, { "x": 18, "y": 1.34416568E-06 }, { "x": 19, "y": 2.39089935E-06 }, { "x": 20, "y": 4.0771175E-06 }, { "x": 21, "y": 6.69708571E-06 }, { "x": 22, "y": 1.063909561E-05 }, { "x": 23, "y": 1.640220598E-05 }, { "x": 24, "y": 2.461294316E-05 }, { "x": 25, "y": 3.604143699E-05 }, { "x": 26, "y": 5.161648969E-05 }, { "x": 27, "y": 7.243911856E-05 }, { "x": 28, "y": 9.979417341E-05 }, { "x": 29, "y": 0.00013515970078 }, { "x": 30, "y": 0.00018021380529 }, { "x": 31, "y": 0.00023683883818 }, { "x": 32, "y": 0.00030712282183 }, { "x": 33, "y": 0.00039335809282 }, { "x": 34, "y": 0.00049803721361 }, { "x": 35, "y": 0.00062384626182 }, { "x": 36, "y": 0.0007736556563 }, { "x": 37, "y": 0.0009505087199 }, { "x": 38, "y": 0.00115760821022 }, { "x": 39, "y": 0.00139830107216 }, { "x": 40, "y": 0.00167606168038 }, { "x": 41, "y": 0.00199447384646 }, { "x": 42, "y": 0.00235721186613 }, { "x": 43, "y": 0.00276802087602 }, { "x": 44, "y": 0.00323069677994 }, { "x": 45, "y": 0.00374906599047 }, { "x": 46, "y": 0.00432696521503 }, { "x": 47, "y": 0.00496822149666 }, { "x": 48, "y": 0.00567663269964 }, { "x": 49, "y": 0.00645594860845 }, { "x": 50, "y": 0.00730985278771 }, { "x": 51, "y": 0.00824194532892 }, { "x": 52, "y": 0.00925572658932 }, { "x": 53, "y": 0.01035458200812 }, { "x": 54, "y": 0.01154176806652 }, { "x": 55, "y": 0.01282039943996 }, { "x": 56, "y": 0.01419343737506 }, { "x": 57, "y": 0.01566367930823 }, { "x": 58, "y": 0.01723374972991 }, { "x": 59, "y": 0.01890609228592 }, { "x": 60, "y": 0.02068296309687 }, { "x": 61, "y": 0.02256642526739 }, { "x": 62, "y": 0.02455834454879 }, { "x": 63, "y": 0.02666038611224 }, { "x": 64, "y": 0.028874012384 }, { "x": 65, "y": 0.03120048188963 }, { "x": 66, "y": 0.03364084905101 }, { "x": 67, "y": 0.0361959648771 }, { "x": 68, "y": 0.03886647848806 }, { "x": 69, "y": 0.04165283941111 }, { "x": 70, "y": 0.04455530058636 }, { "x": 71, "y": 0.04757392202111 }, { "x": 72, "y": 0.05070857503189 }, { "x": 73, "y": 0.05395894701468 }, { "x": 74, "y": 0.05732454668545 }, { "x": 75, "y": 0.0608047097348 }, { "x": 76, "y": 0.06439860484297 }, { "x": 77, "y": 0.06810524000339 }, { "x": 78, "y": 0.07192346910576 }, { "x": 79, "y": 0.07585199873199 }, { "x": 80, "y": 0.07988939512122 }, { "x": 81, "y": 0.08403409126253 }, { "x": 82, "y": 0.08828439407699 }, { "x": 83, "y": 0.09263849165316 }, { "x": 84, "y": 0.09709446050293 }, { "x": 85, "y": 0.1016502728072 }, { "x": 86, "y": 0.10630380362339 }, { "x": 87, "y": 0.11105283802938 }, { "x": 88, "y": 0.1158950781807 }, { "x": 89, "y": 0.12082815026028 }, { "x": 90, "y": 0.12584961130204 }, { "x": 91, "y": 0.13095695587195 }, { "x": 92, "y": 0.13614762259196 }, { "x": 93, "y": 0.1414190004942 }, { "x": 94, "y": 0.14676843519454 }, { "x": 95, "y": 0.15219323487628 }, { "x": 96, "y": 0.15769067607642 }, { "x": 97, "y": 0.16325800926806 }, { "x": 98, "y": 0.16889246423425 }, { "x": 99, "y": 0.17459125522951 }, { "x": 100, "y": 0.18035158592653 }, { "x": 101, "y": 0.18617065414654 }, { "x": 102, "y": 0.19204565637297 }, { "x": 103, "y": 0.19797379204857 }, { "x": 104, "y": 0.20395226765723 }, { "x": 105, "y": 0.20997830059231 }, { "x": 106, "y": 0.21604912281406 }, { "x": 107, "y": 0.22216198429899 }, { "x": 108, "y": 0.228314156285 }, { "x": 109, "y": 0.23450293431599 }, { "x": 110, "y": 0.24072564109057 }, { "x": 111, "y": 0.24697962911949 }, { "x": 112, "y": 0.25326228319669 }, { "x": 113, "y": 0.25957102268939 }, { "x": 114, "y": 0.26590330365254 }, { "x": 115, "y": 0.27225662077318 }, { "x": 116, "y": 0.27862850915048 }, { "x": 117, "y": 0.2850165459173 }, { "x": 118, "y": 0.29141835170892 }, { "x": 119, "y": 0.29783159198509 }, { "x": 120, "y": 0.30425397821104 }, { "x": 121, "y": 0.31068326890349 }, { "x": 122, "y": 0.31711727054737 }, { "x": 123, "y": 0.32355383838914 }, { "x": 124, "y": 0.32999087711233 }, { "x": 125, "y": 0.33642634140095 }, { "x": 126, "y": 0.34285823639633 }, { "x": 127, "y": 0.34928461805276 }, { "x": 128, "y": 0.35570359339727 }, { "x": 129, "y": 0.36211332069875 }, { "x": 130, "y": 0.36851200955134 }, { "x": 131, "y": 0.3748979208772 }, { "x": 132, "y": 0.38126936685326 }, { "x": 133, "y": 0.38762471076664 }, { "x": 134, "y": 0.39396236680324 }, { "x": 135, "y": 0.40028079977383 }, { "x": 136, "y": 0.40657852478175 }, { "x": 137, "y": 0.41285410683637 }, { "x": 138, "y": 0.41910616041607 }, { "x": 139, "y": 0.42533334898455 }, { "x": 140, "y": 0.43153438446407 }, { "x": 141, "y": 0.43770802666894 }, { "x": 142, "y": 0.44385308270268 }, { "x": 143, "y": 0.44996840632193 }, { "x": 144, "y": 0.45605289727011 }, { "x": 145, "y": 0.46210550058379 }, { "x": 146, "y": 0.46812520587432 }, { "x": 147, "y": 0.47411104658757 }, { "x": 148, "y": 0.48006209924401 }, { "x": 149, "y": 0.48597748266168 }, { "x": 150, "y": 0.49185635716417 }, { "x": 151, "y": 0.4976979237757 }, { "x": 152, "y": 0.50350142340543 }, { "x": 153, "y": 0.50926613602275 }, { "x": 154, "y": 0.51499137982537 }, { "x": 155, "y": 0.52067651040196 }, { "x": 156, "y": 0.52632091989082 }, { "x": 157, "y": 0.5319240361361 }, { "x": 158, "y": 0.537485321843 }, { "x": 159, "y": 0.54300427373318 }, { "x": 160, "y": 0.54848042170168 }, { "x": 161, "y": 0.55391332797638 }, { "x": 162, "y": 0.55930258628121 }, { "x": 163, "y": 0.56464782100394 }, { "x": 164, "y": 0.56994868636954 }, { "x": 165, "y": 0.57520486561998 }, { "x": 166, "y": 0.58041607020114 }, { "x": 167, "y": 0.58558203895775 }, { "x": 168, "y": 0.59070253733674 }, { "x": 169, "y": 0.59577735659987 }, { "x": 170, "y": 0.60080631304602 }, { "x": 171, "y": 0.60578924724367 }, { "x": 172, "y": 0.61072602327414 }, { "x": 173, "y": 0.61561652798576 }, { "x": 174, "y": 0.62046067025957 }, { "x": 175, "y": 0.62525838028674 }, { "x": 176, "y": 0.63000960885798 }, { "x": 177, "y": 0.63471432666529 }, { "x": 178, "y": 0.63937252361617 }, { "x": 179, "y": 0.64398420816045 }, { "x": 180, "y": 0.64854940663002 }, { "x": 181, "y": 0.65306816259141 }, { "x": 182, "y": 0.65754053621145 }, { "x": 183, "y": 0.66196660363599 }, { "x": 184, "y": 0.66634645638178 }, { "x": 185, "y": 0.67068020074149 }, { "x": 186, "y": 0.6749679572019 }, { "x": 187, "y": 0.67920985987521 }, { "x": 188, "y": 0.68340605594348 }, { "x": 189, "y": 0.68755670511613 }, { "x": 190, "y": 0.69166197910038 }, { "x": 191, "y": 0.69572206108462 }, { "x": 192, "y": 0.69973714523459 }, { "x": 193, "y": 0.70370743620228 }, { "x": 194, "y": 0.70763314864734 }, { "x": 195, "y": 0.71151450677102 }, { "x": 196, "y": 0.71535174386238 }, { "x": 197, "y": 0.71914510185667 }, { "x": 198, "y": 0.72289483090577 }, { "x": 199, "y": 0.72660118896041 }, { "x": 200, "y": 0.73026444136412 } ] }, { "id": 288, "curve_id": "E8.55", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 120 kN/m. Friction angle of the backfill soil of 30°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.66976638558336, "sigma": 0.44241346652052682, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.670, σ=0.442, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 6E-14 }, { "x": 5, "y": 2.3E-12 }, { "x": 6, "y": 3.878E-11 }, { "x": 7, "y": 3.7112E-10 }, { "x": 8, "y": 2.38524E-09 }, { "x": 9, "y": 1.143497E-08 }, { "x": 10, "y": 4.382947E-08 }, { "x": 11, "y": 1.4093989E-07 }, { "x": 12, "y": 3.936251E-07 }, { "x": 13, "y": 9.7964283E-07 }, { "x": 14, "y": 2.21548031E-06 }, { "x": 15, "y": 4.62236973E-06 }, { "x": 16, "y": 9.00448952E-06 }, { "x": 17, "y": 1.65358069E-05 }, { "x": 18, "y": 2.885090611E-05 }, { "x": 19, "y": 4.813457638E-05 }, { "x": 20, "y": 7.720490181E-05 }, { "x": 21, "y": 0.00011958503181 }, { "x": 22, "y": 0.00017955959749 }, { "x": 23, "y": 0.00026221275003 }, { "x": 24, "y": 0.00037344590605 }, { "x": 25, "y": 0.0005199743896 }, { "x": 26, "y": 0.0007093031801 }, { "x": 27, "y": 0.00094968285683 }, { "x": 28, "y": 0.00125004754159 }, { "x": 29, "y": 0.00161993717216 }, { "x": 30, "y": 0.00206940679233 }, { "x": 31, "y": 0.00260892573477 }, { "x": 32, "y": 0.00324926962147 }, { "x": 33, "y": 0.00400140803619 }, { "x": 34, "y": 0.00487639056143 }, { "x": 35, "y": 0.00588523364014 }, { "x": 36, "y": 0.0070388104448 }, { "x": 37, "y": 0.00834774563068 }, { "x": 38, "y": 0.00982231653338 }, { "x": 39, "y": 0.01147236205628 }, { "x": 40, "y": 0.01330720019112 }, { "x": 41, "y": 0.01533555483188 }, { "x": 42, "y": 0.01756549228479 }, { "x": 43, "y": 0.02000436764715 }, { "x": 44, "y": 0.02265878102739 }, { "x": 45, "y": 0.02553454340835 }, { "x": 46, "y": 0.02863665181447 }, { "x": 47, "y": 0.03196927332901 }, { "x": 48, "y": 0.0355357374197 }, { "x": 49, "y": 0.03933853596513 }, { "x": 50, "y": 0.04337933033007 }, { "x": 51, "y": 0.04765896481104 }, { "x": 52, "y": 0.05217748576259 }, { "x": 53, "y": 0.05693416571698 }, { "x": 54, "y": 0.06192753182302 }, { "x": 55, "y": 0.06715539795198 }, { "x": 56, "y": 0.07261489984728 }, { "x": 57, "y": 0.07830253272897 }, { "x": 58, "y": 0.08421419080228 }, { "x": 59, "y": 0.09034520815971 }, { "x": 60, "y": 0.09669040060868 }, { "x": 61, "y": 0.10324410799888 }, { "x": 62, "y": 0.11000023666619 }, { "x": 63, "y": 0.11695230165124 }, { "x": 64, "y": 0.124093468391 }, { "x": 65, "y": 0.13141659362005 }, { "x": 66, "y": 0.13891426525479 }, { "x": 67, "y": 0.14657884106789 }, { "x": 68, "y": 0.1544024859921 }, { "x": 69, "y": 0.16237720792218 }, { "x": 70, "y": 0.17049489191056 }, { "x": 71, "y": 0.17874733267701 }, { "x": 72, "y": 0.18712626537491 }, { "x": 73, "y": 0.19562339457665 }, { "x": 74, "y": 0.20423042145853 }, { "x": 75, "y": 0.21293906918122 }, { "x": 76, "y": 0.22174110647584 }, { "x": 77, "y": 0.23062836945734 }, { "x": 78, "y": 0.23959278169769 }, { "x": 79, "y": 0.24862637259958 }, { "x": 80, "y": 0.25772129411907 }, { "x": 81, "y": 0.26686983589151 }, { "x": 82, "y": 0.27606443881986 }, { "x": 83, "y": 0.28529770718832 }, { "x": 84, "y": 0.29456241936717 }, { "x": 85, "y": 0.30385153717652 }, { "x": 86, "y": 0.31315821397797 }, { "x": 87, "y": 0.3224758015638 }, { "x": 88, "y": 0.33179785591338 }, { "x": 89, "y": 0.34111814188563 }, { "x": 90, "y": 0.35043063691604 }, { "x": 91, "y": 0.35972953378491 }, { "x": 92, "y": 0.36900924252217 }, { "x": 93, "y": 0.37826439151234 }, { "x": 94, "y": 0.3874898278608 }, { "x": 95, "y": 0.39668061708092 }, { "x": 96, "y": 0.4058320421586 }, { "x": 97, "y": 0.41493960204886 }, { "x": 98, "y": 0.42399900965638 }, { "x": 99, "y": 0.43300618934949 }, { "x": 100, "y": 0.44195727405447 }, { "x": 101, "y": 0.45084860197457 }, { "x": 102, "y": 0.45967671297573 }, { "x": 103, "y": 0.46843834467827 }, { "x": 104, "y": 0.47713042829177 }, { "x": 105, "y": 0.48575008422762 }, { "x": 106, "y": 0.49429461752178 }, { "x": 107, "y": 0.50276151309785 }, { "x": 108, "y": 0.51114843089844 }, { "x": 109, "y": 0.51945320091098 }, { "x": 110, "y": 0.52767381811186 }, { "x": 111, "y": 0.53580843735114 }, { "x": 112, "y": 0.54385536819813 }, { "x": 113, "y": 0.55181306976655 }, { "x": 114, "y": 0.55968014553637 }, { "x": 115, "y": 0.56745533818773 }, { "x": 116, "y": 0.57513752446115 }, { "x": 117, "y": 0.5827257100567 }, { "x": 118, "y": 0.59021902458359 }, { "x": 119, "y": 0.59761671657054 }, { "x": 120, "y": 0.60491814854583 }, { "x": 121, "y": 0.61212279219541 }, { "x": 122, "y": 0.61923022360598 }, { "x": 123, "y": 0.62624011859934 }, { "x": 124, "y": 0.63315224816331 }, { "x": 125, "y": 0.63996647398389 }, { "x": 126, "y": 0.64668274408237 }, { "x": 127, "y": 0.65330108856074 }, { "x": 128, "y": 0.65982161545783 }, { "x": 129, "y": 0.66624450671826 }, { "x": 130, "y": 0.67257001427564 }, { "x": 131, "y": 0.67879845625109 }, { "x": 132, "y": 0.68493021326755 }, { "x": 133, "y": 0.69096572488018 }, { "x": 134, "y": 0.69690548612261 }, { "x": 135, "y": 0.70275004416851 }, { "x": 136, "y": 0.7084999951078 }, { "x": 137, "y": 0.71415598083632 }, { "x": 138, "y": 0.71971868605786 }, { "x": 139, "y": 0.72518883539681 }, { "x": 140, "y": 0.73056719062001 }, { "x": 141, "y": 0.73585454796585 }, { "x": 142, "y": 0.74105173557868 }, { "x": 143, "y": 0.7461596110464 }, { "x": 144, "y": 0.75117905903917 }, { "x": 145, "y": 0.75611098904677 }, { "x": 146, "y": 0.76095633321253 }, { "x": 147, "y": 0.76571604426113 }, { "x": 148, "y": 0.77039109351809 }, { "x": 149, "y": 0.77498246901833 }, { "x": 150, "y": 0.77949117370131 }, { "x": 151, "y": 0.78391822369029 }, { "x": 152, "y": 0.7882646466532 }, { "x": 153, "y": 0.7925314802425 }, { "x": 154, "y": 0.79671977061164 }, { "x": 155, "y": 0.80083057100564 }, { "x": 156, "y": 0.80486494042324 }, { "x": 157, "y": 0.8088239423482 }, { "x": 158, "y": 0.81270864354746 }, { "x": 159, "y": 0.81652011293363 }, { "x": 160, "y": 0.8202594204896 }, { "x": 161, "y": 0.82392763625295 }, { "x": 162, "y": 0.82752582935784 }, { "x": 163, "y": 0.83105506713234 }, { "x": 164, "y": 0.83451641424889 }, { "x": 165, "y": 0.83791093192593 }, { "x": 166, "y": 0.84123967717849 }, { "x": 167, "y": 0.84450370211597 }, { "x": 168, "y": 0.84770405328491 }, { "x": 169, "y": 0.8508417710551 }, { "x": 170, "y": 0.85391788904699 }, { "x": 171, "y": 0.85693343359877 }, { "x": 172, "y": 0.85988942327131 }, { "x": 173, "y": 0.86278686838932 }, { "x": 174, "y": 0.86562677061704 }, { "x": 175, "y": 0.868410122567 }, { "x": 176, "y": 0.87113790744024 }, { "x": 177, "y": 0.87381109869655 }, { "x": 178, "y": 0.8764306597533 }, { "x": 179, "y": 0.8789975437115 }, { "x": 180, "y": 0.88151269310785 }, { "x": 181, "y": 0.88397703969126 }, { "x": 182, "y": 0.88639150422298 }, { "x": 183, "y": 0.88875699629878 }, { "x": 184, "y": 0.89107441419233 }, { "x": 185, "y": 0.89334464471857 }, { "x": 186, "y": 0.89556856311598 }, { "x": 187, "y": 0.89774703294682 }, { "x": 188, "y": 0.89988090601433 }, { "x": 189, "y": 0.90197102229599 }, { "x": 190, "y": 0.90401820989188 }, { "x": 191, "y": 0.90602328498738 }, { "x": 192, "y": 0.9079870518293 }, { "x": 193, "y": 0.90991030271468 }, { "x": 194, "y": 0.91179381799161 }, { "x": 195, "y": 0.91363836607113 }, { "x": 196, "y": 0.91544470344977 }, { "x": 197, "y": 0.91721357474187 }, { "x": 198, "y": 0.91894571272118 }, { "x": 199, "y": 0.92064183837107 }, { "x": 200, "y": 0.92230266094284 } ] }, { "id": 289, "curve_id": "E8.56", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 120 kN/m. Friction angle of the backfill soil of 35°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.8181925134747958, "sigma": 0.44560444598360932, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.818, σ=0.446, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 1E-14 }, { "x": 5, "y": 3E-13 }, { "x": 6, "y": 5.54E-12 }, { "x": 7, "y": 5.749E-11 }, { "x": 8, "y": 3.9694E-10 }, { "x": 9, "y": 2.02882E-09 }, { "x": 10, "y": 8.24073E-09 }, { "x": 11, "y": 2.794232E-08 }, { "x": 12, "y": 8.194635E-08 }, { "x": 13, "y": 2.1339927E-07 }, { "x": 14, "y": 5.0343638E-07 }, { "x": 15, "y": 1.09279063E-06 }, { "x": 16, "y": 2.20958255E-06 }, { "x": 17, "y": 4.20294432E-06 }, { "x": 18, "y": 7.58157054E-06 }, { "x": 19, "y": 1.305581262E-05 }, { "x": 20, "y": 2.158159014E-05 }, { "x": 21, "y": 3.440420301E-05 }, { "x": 22, "y": 5.310009305E-05 }, { "x": 23, "y": 7.961470543E-05 }, { "x": 24, "y": 0.00011629481272 }, { "x": 25, "y": 0.00016591395599 }, { "x": 26, "y": 0.00023168999609 }, { "x": 27, "y": 0.00031729412559 }, { "x": 28, "y": 0.00042685104345 }, { "x": 29, "y": 0.00056493032197 }, { "x": 30, "y": 0.0007365292848 }, { "x": 31, "y": 0.00094704795869 }, { "x": 32, "y": 0.00120225685529 }, { "x": 33, "y": 0.00150825848335 }, { "x": 34, "y": 0.00187144358711 }, { "x": 35, "y": 0.00229844315914 }, { "x": 36, "y": 0.0027960772889 }, { "x": 37, "y": 0.00337130188998 }, { "x": 38, "y": 0.0040311543026 }, { "x": 39, "y": 0.00478269870224 }, { "x": 40, "y": 0.00563297216382 }, { "x": 41, "y": 0.00658893213879 }, { "x": 42, "y": 0.00765740600573 }, { "x": 43, "y": 0.0088450432546 }, { "x": 44, "y": 0.01015827076639 }, { "x": 45, "y": 0.01160325155411 }, { "x": 46, "y": 0.01318584724028 }, { "x": 47, "y": 0.01491158446207 }, { "x": 48, "y": 0.01678562531839 }, { "x": 49, "y": 0.01881274190396 }, { "x": 50, "y": 0.02099729491483 }, { "x": 51, "y": 0.02334321625683 }, { "x": 52, "y": 0.02585399554342 }, { "x": 53, "y": 0.02853267033231 }, { "x": 54, "y": 0.03138181991965 }, { "x": 55, "y": 0.03440356248685 }, { "x": 56, "y": 0.03759955537758 }, { "x": 57, "y": 0.04097099826953 }, { "x": 58, "y": 0.04451863899831 }, { "x": 59, "y": 0.04824278178709 }, { "x": 60, "y": 0.05214329763573 }, { "x": 61, "y": 0.05621963662629 }, { "x": 62, "y": 0.06047084190758 }, { "x": 63, "y": 0.06489556512912 }, { "x": 64, "y": 0.06949208310459 }, { "x": 65, "y": 0.07425831549547 }, { "x": 66, "y": 0.07919184331745 }, { "x": 67, "y": 0.08428992808488 }, { "x": 68, "y": 0.0895495314211 }, { "x": 69, "y": 0.09496733497582 }, { "x": 70, "y": 0.10053976050398 }, { "x": 71, "y": 0.1062629899732 }, { "x": 72, "y": 0.1121329855799 }, { "x": 73, "y": 0.11814550956652 }, { "x": 74, "y": 0.12429614374389 }, { "x": 75, "y": 0.13058030863444 }, { "x": 76, "y": 0.13699328216265 }, { "x": 77, "y": 0.14353021782896 }, { "x": 78, "y": 0.15018616231345 }, { "x": 79, "y": 0.1569560724639 }, { "x": 80, "y": 0.16383483163142 }, { "x": 81, "y": 0.17081726532429 }, { "x": 82, "y": 0.17789815615756 }, { "x": 83, "y": 0.18507225808247 }, { "x": 84, "y": 0.19233430988514 }, { "x": 85, "y": 0.19967904794976 }, { "x": 86, "y": 0.20710121828546 }, { "x": 87, "y": 0.2145955878207 }, { "x": 88, "y": 0.22215695497257 }, { "x": 89, "y": 0.22978015950139 }, { "x": 90, "y": 0.23746009166406 }, { "x": 91, "y": 0.24519170068187 }, { "x": 92, "y": 0.25297000254065 }, { "x": 93, "y": 0.26079008714266 }, { "x": 94, "y": 0.26864712483128 }, { "x": 95, "y": 0.27653637231057 }, { "x": 96, "y": 0.28445317798254 }, { "x": 97, "y": 0.29239298672607 }, { "x": 98, "y": 0.30035134414114 }, { "x": 99, "y": 0.30832390028325 }, { "x": 100, "y": 0.31630641291205 }, { "x": 101, "y": 0.32429475027896 }, { "x": 102, "y": 0.33228489347791 }, { "x": 103, "y": 0.34027293838328 }, { "x": 104, "y": 0.3482550971986 }, { "x": 105, "y": 0.35622769963939 }, { "x": 106, "y": 0.36418719377257 }, { "x": 107, "y": 0.37213014653471 }, { "x": 108, "y": 0.38005324395054 }, { "x": 109, "y": 0.38795329107236 }, { "x": 110, "y": 0.39582721166063 }, { "x": 111, "y": 0.40367204762491 }, { "x": 112, "y": 0.41148495824385 }, { "x": 113, "y": 0.41926321918199 }, { "x": 114, "y": 0.42700422132044 }, { "x": 115, "y": 0.43470546941786 }, { "x": 116, "y": 0.44236458061711 }, { "x": 117, "y": 0.44997928281241 }, { "x": 118, "y": 0.45754741289114 }, { "x": 119, "y": 0.46506691486343 }, { "x": 120, "y": 0.47253583789222 }, { "x": 121, "y": 0.47995233423562 }, { "x": 122, "y": 0.48731465711279 }, { "x": 123, "y": 0.49462115850382 }, { "x": 124, "y": 0.5018702868936 }, { "x": 125, "y": 0.50906058496881 }, { "x": 126, "y": 0.51619068727674 }, { "x": 127, "y": 0.5232593178541 }, { "x": 128, "y": 0.53026528783323 }, { "x": 129, "y": 0.53720749303281 }, { "x": 130, "y": 0.54408491153947 }, { "x": 131, "y": 0.5508966012864 }, { "x": 132, "y": 0.55764169763447 }, { "x": 133, "y": 0.56431941096086 }, { "x": 134, "y": 0.57092902426009 }, { "x": 135, "y": 0.57746989076158 }, { "x": 136, "y": 0.58394143156762 }, { "x": 137, "y": 0.59034313331553 }, { "x": 138, "y": 0.59667454586697 }, { "x": 139, "y": 0.6029352800274 }, { "x": 140, "y": 0.60912500529838 }, { "x": 141, "y": 0.6152434476649 }, { "x": 142, "y": 0.62129038741987 }, { "x": 143, "y": 0.62726565702755 }, { "x": 144, "y": 0.6331691390275 }, { "x": 145, "y": 0.63900076398049 }, { "x": 146, "y": 0.64476050845735 }, { "x": 147, "y": 0.65044839307192 }, { "x": 148, "y": 0.65606448055883 }, { "x": 149, "y": 0.66160887389664 }, { "x": 150, "y": 0.66708171447702 }, { "x": 151, "y": 0.67248318032012 }, { "x": 152, "y": 0.6778134843365 }, { "x": 153, "y": 0.68307287263553 }, { "x": 154, "y": 0.6882616228805 }, { "x": 155, "y": 0.69338004269006 }, { "x": 156, "y": 0.69842846808596 }, { "x": 157, "y": 0.70340726198672 }, { "x": 158, "y": 0.70831681274691 }, { "x": 159, "y": 0.71315753274156 }, { "x": 160, "y": 0.71792985699521 }, { "x": 161, "y": 0.72263424185509 }, { "x": 162, "y": 0.72727116370779 }, { "x": 163, "y": 0.7318411177387 }, { "x": 164, "y": 0.73634461673376 }, { "x": 165, "y": 0.74078218992247 }, { "x": 166, "y": 0.74515438186174 }, { "x": 167, "y": 0.74946175135951 }, { "x": 168, "y": 0.75370487043761 }, { "x": 169, "y": 0.75788432333274 }, { "x": 170, "y": 0.76200070553509 }, { "x": 171, "y": 0.7660546228634 }, { "x": 172, "y": 0.7700466905759 }, { "x": 173, "y": 0.77397753251604 }, { "x": 174, "y": 0.7778477802923 }, { "x": 175, "y": 0.78165807249117 }, { "x": 176, "y": 0.78540905392235 }, { "x": 177, "y": 0.78910137489546 }, { "x": 178, "y": 0.79273569052726 }, { "x": 179, "y": 0.79631266007859 }, { "x": 180, "y": 0.79983294632019 }, { "x": 181, "y": 0.80329721492648 }, { "x": 182, "y": 0.80670613389662 }, { "x": 183, "y": 0.81006037300182 }, { "x": 184, "y": 0.81336060325831 }, { "x": 185, "y": 0.81660749642499 }, { "x": 186, "y": 0.81980172452509 }, { "x": 187, "y": 0.82294395939098 }, { "x": 188, "y": 0.82603487223147 }, { "x": 189, "y": 0.82907513322077 }, { "x": 190, "y": 0.8320654111084 }, { "x": 191, "y": 0.83500637284934 }, { "x": 192, "y": 0.83789868325381 }, { "x": 193, "y": 0.84074300465575 }, { "x": 194, "y": 0.84353999659962 }, { "x": 195, "y": 0.84629031554473 }, { "x": 196, "y": 0.84899461458636 }, { "x": 197, "y": 0.85165354319328 }, { "x": 198, "y": 0.85426774696089 }, { "x": 199, "y": 0.8568378673794 }, { "x": 200, "y": 0.8593645416166 } ] }, { "id": 290, "curve_id": "E8.57", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 120 kN/m. Friction angle of the backfill soil of 40°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 4.9336475453769877, "sigma": 0.44808658727776057, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.934, σ=0.448, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 6E-14 }, { "x": 6, "y": 1.18E-12 }, { "x": 7, "y": 1.299E-11 }, { "x": 8, "y": 9.466E-11 }, { "x": 9, "y": 5.079E-10 }, { "x": 10, "y": 2.1558E-09 }, { "x": 11, "y": 7.60988E-09 }, { "x": 12, "y": 2.316058E-08 }, { "x": 13, "y": 6.242427E-08 }, { "x": 14, "y": 1.5206993E-07 }, { "x": 15, "y": 3.4017359E-07 }, { "x": 16, "y": 7.0757194E-07 }, { "x": 17, "y": 1.3823866E-06 }, { "x": 18, "y": 2.55765523E-06 }, { "x": 19, "y": 4.51176518E-06 }, { "x": 20, "y": 7.63116665E-06 }, { "x": 21, "y": 1.243466497E-05 }, { "x": 22, "y": 1.959846814E-05 }, { "x": 23, "y": 2.99811015E-05 }, { "x": 24, "y": 4.464729291E-05 }, { "x": 25, "y": 6.488997534E-05 }, { "x": 26, "y": 9.224963787E-05 }, { "x": 27, "y": 0.00012853037133 }, { "x": 28, "y": 0.0001758120905 }, { "x": 29, "y": 0.00023645856028 }, { "x": 30, "y": 0.00031312100043 }, { "x": 31, "y": 0.00040873718475 }, { "x": 32, "y": 0.00052652608113 }, { "x": 33, "y": 0.00066997819381 }, { "x": 34, "y": 0.00084284186755 }, { "x": 35, "y": 0.00104910589279 }, { "x": 36, "y": 0.00129297881178 }, { "x": 37, "y": 0.00157886536921 }, { "x": 38, "y": 0.00191134057707 }, { "x": 39, "y": 0.00229512187565 }, { "x": 40, "y": 0.00273503987115 }, { "x": 41, "y": 0.00323600811827 }, { "x": 42, "y": 0.0038029923951 }, { "x": 43, "y": 0.00444097988924 }, { "x": 44, "y": 0.00515494868072 }, { "x": 45, "y": 0.00594983787005 }, { "x": 46, "y": 0.00683051866023 }, { "x": 47, "y": 0.00780176666119 }, { "x": 48, "y": 0.00886823564476 }, { "x": 49, "y": 0.01003443293832 }, { "x": 50, "y": 0.01130469660781 }, { "x": 51, "y": 0.01268317454427 }, { "x": 52, "y": 0.01417380553505 }, { "x": 53, "y": 0.01578030236964 }, { "x": 54, "y": 0.0175061370025 }, { "x": 55, "y": 0.01935452777006 }, { "x": 56, "y": 0.02132842863725 }, { "x": 57, "y": 0.02343052042969 }, { "x": 58, "y": 0.0256632039913 }, { "x": 59, "y": 0.02802859519358 }, { "x": 60, "y": 0.03052852171137 }, { "x": 61, "y": 0.03316452147123 }, { "x": 62, "y": 0.03593784267152 }, { "x": 63, "y": 0.03884944526859 }, { "x": 64, "y": 0.04190000382019 }, { "x": 65, "y": 0.04508991157561 }, { "x": 66, "y": 0.04841928570165 }, { "x": 67, "y": 0.05188797353456 }, { "x": 68, "y": 0.05549555974963 }, { "x": 69, "y": 0.05924137434317 }, { "x": 70, "y": 0.06312450132461 }, { "x": 71, "y": 0.06714378802074 }, { "x": 72, "y": 0.07129785489823 }, { "x": 73, "y": 0.07558510581552 }, { "x": 74, "y": 0.08000373862008 }, { "x": 75, "y": 0.08455175601216 }, { "x": 76, "y": 0.08922697660145 }, { "x": 77, "y": 0.09402704608835 }, { "x": 78, "y": 0.09894944850682 }, { "x": 79, "y": 0.10399151747083 }, { "x": 80, "y": 0.10915044737167 }, { "x": 81, "y": 0.11442330447821 }, { "x": 82, "y": 0.11980703789694 }, { "x": 83, "y": 0.12529849035321 }, { "x": 84, "y": 0.1308944087594 }, { "x": 85, "y": 0.13659145454002 }, { "x": 86, "y": 0.14238621368738 }, { "x": 87, "y": 0.14827520652545 }, { "x": 88, "y": 0.15425489716279 }, { "x": 89, "y": 0.16032170261865 }, { "x": 90, "y": 0.16647200160944 }, { "x": 91, "y": 0.17270214298537 }, { "x": 92, "y": 0.17900845380979 }, { "x": 93, "y": 0.18538724707591 }, { "x": 94, "y": 0.1918348290578 }, { "x": 95, "y": 0.19834750629458 }, { "x": 96, "y": 0.20492159220824 }, { "x": 97, "y": 0.21155341335742 }, { "x": 98, "y": 0.21823931533048 }, { "x": 99, "y": 0.22497566828287 }, { "x": 100, "y": 0.2317588721246 }, { "x": 101, "y": 0.23858536136473 }, { "x": 102, "y": 0.24545160962051 }, { "x": 103, "y": 0.25235413379971 }, { "x": 104, "y": 0.2592894979651 }, { "x": 105, "y": 0.26625431689061 }, { "x": 106, "y": 0.27324525931917 }, { "x": 107, "y": 0.28025905093247 }, { "x": 108, "y": 0.2872924770431 }, { "x": 109, "y": 0.29434238501997 }, { "x": 110, "y": 0.30140568645751 }, { "x": 111, "y": 0.30847935909978 }, { "x": 112, "y": 0.3155604485302 }, { "x": 113, "y": 0.3226460696378 }, { "x": 114, "y": 0.32973340787056 }, { "x": 115, "y": 0.3368197202867 }, { "x": 116, "y": 0.34390233641405 }, { "x": 117, "y": 0.35097865892802 }, { "x": 118, "y": 0.35804616415804 }, { "x": 119, "y": 0.3651024024324 }, { "x": 120, "y": 0.37214499827092 }, { "x": 121, "y": 0.37917165043491 }, { "x": 122, "y": 0.38618013184333 }, { "x": 123, "y": 0.3931682893639 }, { "x": 124, "y": 0.40013404348768 }, { "x": 125, "y": 0.40707538789515 }, { "x": 126, "y": 0.41399038892182 }, { "x": 127, "y": 0.42087718493067 }, { "x": 128, "y": 0.42773398559892 }, { "x": 129, "y": 0.43455907112588 }, { "x": 130, "y": 0.44135079136859 }, { "x": 131, "y": 0.44810756491166 }, { "x": 132, "y": 0.45482787807723 }, { "x": 133, "y": 0.46151028388096 }, { "x": 134, "y": 0.46815340093939 }, { "x": 135, "y": 0.47475591233399 }, { "x": 136, "y": 0.48131656443682 }, { "x": 137, "y": 0.48783416570241 }, { "x": 138, "y": 0.49430758543036 }, { "x": 139, "y": 0.50073575250282 }, { "x": 140, "y": 0.50711765410071 }, { "x": 141, "y": 0.51345233440254 }, { "x": 142, "y": 0.51973889326915 }, { "x": 143, "y": 0.52597648491772 }, { "x": 144, "y": 0.53216431658811 }, { "x": 145, "y": 0.53830164720435 }, { "x": 146, "y": 0.54438778603403 }, { "x": 147, "y": 0.55042209134794 }, { "x": 148, "y": 0.55640396908243 }, { "x": 149, "y": 0.56233287150651 }, { "x": 150, "y": 0.56820829589574 }, { "x": 151, "y": 0.5740297832147 }, { "x": 152, "y": 0.57979691680981 }, { "x": 153, "y": 0.58550932111388 }, { "x": 154, "y": 0.59116666036404 }, { "x": 155, "y": 0.59676863733411 }, { "x": 156, "y": 0.60231499208274 }, { "x": 157, "y": 0.60780550071836 }, { "x": 158, "y": 0.61323997418178 }, { "x": 159, "y": 0.61861825704746 }, { "x": 160, "y": 0.62394022634416 }, { "x": 161, "y": 0.62920579039549 }, { "x": 162, "y": 0.63441488768121 }, { "x": 163, "y": 0.63956748571965 }, { "x": 164, "y": 0.64466357997157 }, { "x": 165, "y": 0.64970319276612 }, { "x": 166, "y": 0.65468637224892 }, { "x": 167, "y": 0.65961319135265 }, { "x": 168, "y": 0.66448374679033 }, { "x": 169, "y": 0.66929815807134 }, { "x": 170, "y": 0.67405656654038 }, { "x": 171, "y": 0.67875913443926 }, { "x": 172, "y": 0.6834060439917 }, { "x": 173, "y": 0.68799749651089 }, { "x": 174, "y": 0.6925337115299 }, { "x": 175, "y": 0.69701492595476 }, { "x": 176, "y": 0.70144139324 }, { "x": 177, "y": 0.70581338258658 }, { "x": 178, "y": 0.71013117816202 }, { "x": 179, "y": 0.71439507834234 }, { "x": 180, "y": 0.71860539497575 }, { "x": 181, "y": 0.72276245266782 }, { "x": 182, "y": 0.72686658808762 }, { "x": 183, "y": 0.73091814929488 }, { "x": 184, "y": 0.73491749508756 }, { "x": 185, "y": 0.73886499436969 }, { "x": 186, "y": 0.74276102553903 }, { "x": 187, "y": 0.7466059758943 }, { "x": 188, "y": 0.75040024106159 }, { "x": 189, "y": 0.75414422443955 }, { "x": 190, "y": 0.75783833666308 }, { "x": 191, "y": 0.76148299508508 }, { "x": 192, "y": 0.7650786232759 }, { "x": 193, "y": 0.76862565054015 }, { "x": 194, "y": 0.77212451145049 }, { "x": 195, "y": 0.77557564539794 }, { "x": 196, "y": 0.77897949615844 }, { "x": 197, "y": 0.78233651147523 }, { "x": 198, "y": 0.78564714265666 }, { "x": 199, "y": 0.78891184418904 }, { "x": 200, "y": 0.79213107336429 } ] }, { "id": 291, "curve_id": "E8.58", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 120 kN/m. Friction angle of the backfill soil of 45°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 5.0272999999994248, "sigma": 0.45010000000040956, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=5.027, σ=0.450, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 2E-14 }, { "x": 6, "y": 3.3E-13 }, { "x": 7, "y": 3.8E-12 }, { "x": 8, "y": 2.89E-11 }, { "x": 9, "y": 1.6114E-10 }, { "x": 10, "y": 7.0832E-10 }, { "x": 11, "y": 2.58163E-09 }, { "x": 12, "y": 8.09233E-09 }, { "x": 13, "y": 2.241629E-08 }, { "x": 14, "y": 5.602024E-08 }, { "x": 15, "y": 1.2835156E-07 }, { "x": 16, "y": 2.7306191E-07 }, { "x": 17, "y": 5.4496664E-07 }, { "x": 18, "y": 1.02884476E-06 }, { "x": 19, "y": 1.85006939E-06 }, { "x": 20, "y": 3.18694016E-06 }, { "x": 21, "y": 5.28447635E-06 }, { "x": 22, "y": 8.46933465E-06 }, { "x": 23, "y": 1.316544156E-05 }, { "x": 24, "y": 1.990988396E-05 }, { "x": 25, "y": 2.936857973E-05 }, { "x": 26, "y": 4.235125518E-05 }, { "x": 27, "y": 5.982528097E-05 }, { "x": 28, "y": 8.292796246E-05 }, { "x": 29, "y": 0.00011297693702 }, { "x": 30, "y": 0.00015147839656 }, { "x": 31, "y": 0.00020013292465 }, { "x": 32, "y": 0.00026083880879 }, { "x": 33, "y": 0.0003356927588 }, { "x": 34, "y": 0.00042698802752 }, { "x": 35, "y": 0.00053720998974 }, { "x": 36, "y": 0.00066902928723 }, { "x": 37, "y": 0.00082529269206 }, { "x": 38, "y": 0.0010090118761 }, { "x": 39, "y": 0.00122335030241 }, { "x": 40, "y": 0.00147160847395 }, { "x": 41, "y": 0.00175720778767 }, { "x": 42, "y": 0.00208367324782 }, { "x": 43, "y": 0.0024546152927 }, { "x": 44, "y": 0.00287371098393 }, { "x": 45, "y": 0.00334468479852 }, { "x": 46, "y": 0.00387128925135 }, { "x": 47, "y": 0.00445728556071 }, { "x": 48, "y": 0.00510642455233 }, { "x": 49, "y": 0.00582242797918 }, { "x": 50, "y": 0.00660897041474 }, { "x": 51, "y": 0.0074696618582 }, { "x": 52, "y": 0.00840803117049 }, { "x": 53, "y": 0.00942751044091 }, { "x": 54, "y": 0.01053142036589 }, { "x": 55, "y": 0.0117229567039 }, { "x": 56, "y": 0.01300517785406 }, { "x": 57, "y": 0.01438099359086 }, { "x": 58, "y": 0.01585315497339 }, { "x": 59, "y": 0.01742424543476 }, { "x": 60, "y": 0.01909667304601 }, { "x": 61, "y": 0.02087266393875 }, { "x": 62, "y": 0.02275425686186 }, { "x": 63, "y": 0.02474329884004 }, { "x": 64, "y": 0.02684144189543 }, { "x": 65, "y": 0.02905014078824 }, { "x": 66, "y": 0.03137065172783 }, { "x": 67, "y": 0.03380403200231 }, { "x": 68, "y": 0.03635114047218 }, { "x": 69, "y": 0.03901263887169 }, { "x": 70, "y": 0.0417889938603 }, { "x": 71, "y": 0.04468047976667 }, { "x": 72, "y": 0.0476871819669 }, { "x": 73, "y": 0.0508090008401 }, { "x": 74, "y": 0.05404565624467 }, { "x": 75, "y": 0.05739669246043 }, { "x": 76, "y": 0.06086148354319 }, { "x": 77, "y": 0.06443923904015 }, { "x": 78, "y": 0.06812901001686 }, { "x": 79, "y": 0.07192969534828 }, { "x": 80, "y": 0.07584004822933 }, { "x": 81, "y": 0.0798586828623 }, { "x": 82, "y": 0.08398408128132 }, { "x": 83, "y": 0.08821460027628 }, { "x": 84, "y": 0.09254847838148 }, { "x": 85, "y": 0.09698384289642 }, { "x": 86, "y": 0.10151871690892 }, { "x": 87, "y": 0.10615102629278 }, { "x": 88, "y": 0.1108786066551 }, { "x": 89, "y": 0.11569921021 }, { "x": 90, "y": 0.1206105125582 }, { "x": 91, "y": 0.12561011935377 }, { "x": 92, "y": 0.13069557284132 }, { "x": 93, "y": 0.13586435824903 }, { "x": 94, "y": 0.14111391002452 }, { "x": 95, "y": 0.14644161790237 }, { "x": 96, "y": 0.15184483279368 }, { "x": 97, "y": 0.15732087248965 }, { "x": 98, "y": 0.16286702717229 }, { "x": 99, "y": 0.16848056472721 }, { "x": 100, "y": 0.17415873585404 }, { "x": 101, "y": 0.17989877897162 }, { "x": 102, "y": 0.18569792491587 }, { "x": 103, "y": 0.19155340142943 }, { "x": 104, "y": 0.19746243744272 }, { "x": 105, "y": 0.20342226714724 }, { "x": 106, "y": 0.20943013386223 }, { "x": 107, "y": 0.21548329369686 }, { "x": 108, "y": 0.22157901901042 }, { "x": 109, "y": 0.22771460167352 }, { "x": 110, "y": 0.23388735613403 }, { "x": 111, "y": 0.24009462229146 }, { "x": 112, "y": 0.24633376818417 }, { "x": 113, "y": 0.25260219249408 }, { "x": 114, "y": 0.25889732687352 }, { "x": 115, "y": 0.26521663809936 }, { "x": 116, "y": 0.27155763005977 }, { "x": 117, "y": 0.27791784557871 }, { "x": 118, "y": 0.28429486808384 }, { "x": 119, "y": 0.29068632312332 }, { "x": 120, "y": 0.297089879737 }, { "x": 121, "y": 0.30350325168785 }, { "x": 122, "y": 0.30992419855896 }, { "x": 123, "y": 0.31635052672197 }, { "x": 124, "y": 0.32278009018228 }, { "x": 125, "y": 0.32921079130673 }, { "x": 126, "y": 0.33564058143909 }, { "x": 127, "y": 0.34206746140866 }, { "x": 128, "y": 0.34848948193747 }, { "x": 129, "y": 0.35490474395096 }, { "x": 130, "y": 0.36131139879745 }, { "x": 131, "y": 0.36770764838113 }, { "x": 132, "y": 0.37409174521351 }, { "x": 133, "y": 0.38046199238801 }, { "x": 134, "y": 0.38681674348213 }, { "x": 135, "y": 0.39315440239173 }, { "x": 136, "y": 0.39947342310162 }, { "x": 137, "y": 0.40577230939662 }, { "x": 138, "y": 0.41204961451709 }, { "x": 139, "y": 0.41830394076271 }, { "x": 140, "y": 0.42453393904826 }, { "x": 141, "y": 0.43073830841504 }, { "x": 142, "y": 0.43691579550115 }, { "x": 143, "y": 0.44306519397407 }, { "x": 144, "y": 0.44918534392872 }, { "x": 145, "y": 0.45527513125378 }, { "x": 146, "y": 0.46133348696937 }, { "x": 147, "y": 0.46735938653882 }, { "x": 148, "y": 0.47335184915689 }, { "x": 149, "y": 0.47930993701733 }, { "x": 150, "y": 0.48523275456176 }, { "x": 151, "y": 0.49111944771242 }, { "x": 152, "y": 0.49696920309073 }, { "x": 153, "y": 0.50278124722376 }, { "x": 154, "y": 0.50855484574055 }, { "x": 155, "y": 0.51428930256 }, { "x": 156, "y": 0.51998395907217 }, { "x": 157, "y": 0.52563819331441 }, { "x": 158, "y": 0.53125141914408 }, { "x": 159, "y": 0.536823085409 }, { "x": 160, "y": 0.54235267511726 }, { "x": 161, "y": 0.54783970460737 }, { "x": 162, "y": 0.55328372272013 }, { "x": 163, "y": 0.55868430997317 }, { "x": 164, "y": 0.56404107773928 }, { "x": 165, "y": 0.56935366742941 }, { "x": 166, "y": 0.57462174968121 }, { "x": 167, "y": 0.57984502355399 }, { "x": 168, "y": 0.58502321573082 }, { "x": 169, "y": 0.59015607972837 }, { "x": 170, "y": 0.59524339511535 }, { "x": 171, "y": 0.60028496673983 }, { "x": 172, "y": 0.60528062396622 }, { "x": 173, "y": 0.61023021992228 }, { "x": 174, "y": 0.61513363075661 }, { "x": 175, "y": 0.61999075490698 }, { "x": 176, "y": 0.6248015123799 }, { "x": 177, "y": 0.62956584404176 }, { "x": 178, "y": 0.63428371092167 }, { "x": 179, "y": 0.63895509352644 }, { "x": 180, "y": 0.64357999116772 }, { "x": 181, "y": 0.64815842130164 }, { "x": 182, "y": 0.65269041888088 }, { "x": 183, "y": 0.65717603571955 }, { "x": 184, "y": 0.66161533987074 }, { "x": 185, "y": 0.66600841501689 }, { "x": 186, "y": 0.67035535987312 }, { "x": 187, "y": 0.67465628760335 }, { "x": 188, "y": 0.67891132524933 }, { "x": 189, "y": 0.68312061317258 }, { "x": 190, "y": 0.68728430450917 }, { "x": 191, "y": 0.69140256463718 }, { "x": 192, "y": 0.69547557065705 }, { "x": 193, "y": 0.69950351088441 }, { "x": 194, "y": 0.70348658435556 }, { "x": 195, "y": 0.70742500034534 }, { "x": 196, "y": 0.71131897789736 }, { "x": 197, "y": 0.71516874536639 }, { "x": 198, "y": 0.71897453997288 }, { "x": 199, "y": 0.72273660736934 }, { "x": 200, "y": 0.72645520121856 } ] }, { "id": 292, "curve_id": "E8.59", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on embankments with a height of 9 meters and top width of 11 meters. With primary reinforcement of 120 kN/m. Friction angle of the backfill soil of 50°", "source_type": "Peer-reviewed", "source_abbrev": "Shinoda et al. (2022)", "source_detail": "Shinoda, M., Nakajima, S., Watanabe, K., Nakamura, S., Yoshida, I., and Miyata, Y.: Practical seismic fragility estimation of Japanese railway embankments using three seismic intensity measures, Soils and Foundations, 62, 101160, https://doi.org/10.1016/j.sandf.2022.101160, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Permanent discplacement of 50 cm in the crest of embankment", "source_data_type": "figure_given", "mu": 5.1058837401846375, "sigma": 0.45178945398705395, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=5.106, σ=0.452, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 201, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 1E-14 }, { "x": 6, "y": 1.1E-13 }, { "x": 7, "y": 1.33E-12 }, { "x": 8, "y": 1.051E-11 }, { "x": 9, "y": 6.049E-11 }, { "x": 10, "y": 2.737E-10 }, { "x": 11, "y": 1.02423E-09 }, { "x": 12, "y": 3.28966E-09 }, { "x": 13, "y": 9.32085E-09 }, { "x": 14, "y": 2.379012E-08 }, { "x": 15, "y": 5.559581E-08 }, { "x": 16, "y": 1.2050076E-07 }, { "x": 17, "y": 2.4476066E-07 }, { "x": 18, "y": 4.698587E-07 }, { "x": 19, "y": 8.5840844E-07 }, { "x": 20, "y": 1.50122366E-06 }, { "x": 21, "y": 2.52548851E-06 }, { "x": 22, "y": 4.10389818E-06 }, { "x": 23, "y": 6.46458565E-06 }, { "x": 24, "y": 9.90160563E-06 }, { "x": 25, "y": 1.478571585E-05 }, { "x": 26, "y": 2.15751779E-05 }, { "x": 27, "y": 3.082629573E-05 }, { "x": 28, "y": 4.320341711E-05 }, { "x": 29, "y": 5.948814172E-05 }, { "x": 30, "y": 8.058750538E-05 }, { "x": 31, "y": 0.00010754094279 }, { "x": 32, "y": 0.00014152586739 }, { "x": 33, "y": 0.00018386174597 }, { "x": 34, "y": 0.00023601258477 }, { "x": 35, "y": 0.00029958778206 }, { "x": 36, "y": 0.00037634133868 }, { "x": 37, "y": 0.0004681694506 }, { "x": 38, "y": 0.00057710653794 }, { "x": 39, "y": 0.00070531978969 }, { "x": 40, "y": 0.00085510232545 }, { "x": 41, "y": 0.00102886509224 }, { "x": 42, "y": 0.00122912762783 }, { "x": 43, "y": 0.00145850783121 }, { "x": 44, "y": 0.00171971088658 }, { "x": 45, "y": 0.00201551748958 }, { "x": 46, "y": 0.00234877152414 }, { "x": 47, "y": 0.00272236733567 }, { "x": 48, "y": 0.0031392367409 }, { "x": 49, "y": 0.00360233590844 }, { "x": 50, "y": 0.00411463223588 }, { "x": 51, "y": 0.0046790913402 }, { "x": 52, "y": 0.00529866426839 }, { "x": 53, "y": 0.00597627502505 }, { "x": 54, "y": 0.0067148085029 }, { "x": 55, "y": 0.00751709889183 }, { "x": 56, "y": 0.00838591863138 }, { "x": 57, "y": 0.00932396796168 }, { "x": 58, "y": 0.01033386511761 }, { "x": 59, "y": 0.01141813720207 }, { "x": 60, "y": 0.01257921176511 }, { "x": 61, "y": 0.01381940910773 }, { "x": 62, "y": 0.0151409353213 }, { "x": 63, "y": 0.0165458760671 }, { "x": 64, "y": 0.01803619109364 }, { "x": 65, "y": 0.01961370948433 }, { "x": 66, "y": 0.0212801256228 }, { "x": 67, "y": 0.02303699585889 }, { "x": 68, "y": 0.02488573585457 }, { "x": 69, "y": 0.02682761858594 }, { "x": 70, "y": 0.02886377297454 }, { "x": 71, "y": 0.03099518311934 }, { "x": 72, "y": 0.03322268809873 }, { "x": 73, "y": 0.03554698231076 }, { "x": 74, "y": 0.0379686163189 }, { "x": 75, "y": 0.04048799816987 }, { "x": 76, "y": 0.04310539515006 }, { "x": 77, "y": 0.04582093594677 }, { "x": 78, "y": 0.04863461318115 }, { "x": 79, "y": 0.05154628627976 }, { "x": 80, "y": 0.05455568465261 }, { "x": 81, "y": 0.05766241114633 }, { "x": 82, "y": 0.06086594574183 }, { "x": 83, "y": 0.06416564946728 }, { "x": 84, "y": 0.06756076849797 }, { "x": 85, "y": 0.07105043841617 }, { "x": 86, "y": 0.07463368860501 }, { "x": 87, "y": 0.07830944675226 }, { "x": 88, "y": 0.08207654344062 }, { "x": 89, "y": 0.08593371680291 }, { "x": 90, "y": 0.08987961722173 }, { "x": 91, "y": 0.09391281205452 }, { "x": 92, "y": 0.0980317903663 }, { "x": 93, "y": 0.10223496765366 }, { "x": 94, "y": 0.10652069054479 }, { "x": 95, "y": 0.11088724146174 }, { "x": 96, "y": 0.11533284323206 }, { "x": 97, "y": 0.11985566363837 }, { "x": 98, "y": 0.12445381989523 }, { "x": 99, "y": 0.12912538304418 }, { "x": 100, "y": 0.13386838225829 }, { "x": 101, "y": 0.13868080904896 }, { "x": 102, "y": 0.14356062136846 }, { "x": 103, "y": 0.1485057476025 }, { "x": 104, "y": 0.1535140904481 }, { "x": 105, "y": 0.15858353067256 }, { "x": 106, "y": 0.16371193075035 }, { "x": 107, "y": 0.16889713837513 }, { "x": 108, "y": 0.1741369898449 }, { "x": 109, "y": 0.17942931331871 }, { "x": 110, "y": 0.1847719319442 }, { "x": 111, "y": 0.19016266685523 }, { "x": 112, "y": 0.19559934003986 }, { "x": 113, "y": 0.20107977707896 }, { "x": 114, "y": 0.2066018097563 }, { "x": 115, "y": 0.21216327854118 }, { "x": 116, "y": 0.21776203494519 }, { "x": 117, "y": 0.22339594375467 }, { "x": 118, "y": 0.22906288514096 }, { "x": 119, "y": 0.23476075665061 }, { "x": 120, "y": 0.24048747507785 }, { "x": 121, "y": 0.24624097822204 }, { "x": 122, "y": 0.2520192265327 }, { "x": 123, "y": 0.25782020464493 }, { "x": 124, "y": 0.26364192280833 }, { "x": 125, "y": 0.26948241821216 }, { "x": 126, "y": 0.27533975621018 }, { "x": 127, "y": 0.28121203144802 }, { "x": 128, "y": 0.28709736889646 }, { "x": 129, "y": 0.29299392479376 }, { "x": 130, "y": 0.29889988750028 }, { "x": 131, "y": 0.30481347826868 }, { "x": 132, "y": 0.31073295193279 }, { "x": 133, "y": 0.31665659751853 }, { "x": 134, "y": 0.32258273877993 }, { "x": 135, "y": 0.32850973466348 }, { "x": 136, "y": 0.3344359797039 }, { "x": 137, "y": 0.34035990435432 }, { "x": 138, "y": 0.34627997525406 }, { "x": 139, "y": 0.35219469543678 }, { "x": 140, "y": 0.35810260448197 }, { "x": 141, "y": 0.36400227861273 }, { "x": 142, "y": 0.36989233074236 }, { "x": 143, "y": 0.37577141047274 }, { "x": 144, "y": 0.38163820404686 }, { "x": 145, "y": 0.38749143425832 }, { "x": 146, "y": 0.39332986032006 }, { "x": 147, "y": 0.39915227769486 }, { "x": 148, "y": 0.40495751788989 }, { "x": 149, "y": 0.41074444821758 }, { "x": 150, "y": 0.416511971525 }, { "x": 151, "y": 0.42225902589385 }, { "x": 152, "y": 0.42798458431305 }, { "x": 153, "y": 0.43368765432594 }, { "x": 154, "y": 0.439367277654 }, { "x": 155, "y": 0.44502252979873 }, { "x": 156, "y": 0.45065251962367 }, { "x": 157, "y": 0.45625638891804 }, { "x": 158, "y": 0.46183331194361 }, { "x": 159, "y": 0.46738249496646 }, { "x": 160, "y": 0.47290317577496 }, { "x": 161, "y": 0.47839462318536 }, { "x": 162, "y": 0.48385613653643 }, { "x": 163, "y": 0.48928704517433 }, { "x": 164, "y": 0.49468670792889 }, { "x": 165, "y": 0.50005451258262 }, { "x": 166, "y": 0.50538987533327 }, { "x": 167, "y": 0.51069224025121 }, { "x": 168, "y": 0.51596107873253 }, { "x": 169, "y": 0.52119588894877 }, { "x": 170, "y": 0.52639619529414 }, { "x": 171, "y": 0.53156154783115 }, { "x": 172, "y": 0.53669152173536 }, { "x": 173, "y": 0.54178571673998 }, { "x": 174, "y": 0.54684375658108 }, { "x": 175, "y": 0.55186528844399 }, { "x": 176, "y": 0.55684998241155 }, { "x": 177, "y": 0.56179753091478 }, { "x": 178, "y": 0.56670764818644 }, { "x": 179, "y": 0.57158006971812 }, { "x": 180, "y": 0.57641455172109 }, { "x": 181, "y": 0.58121087059169 }, { "x": 182, "y": 0.58596882238124 }, { "x": 183, "y": 0.59068822227122 }, { "x": 184, "y": 0.59536890405381 }, { "x": 185, "y": 0.60001071961824 }, { "x": 186, "y": 0.60461353844315 }, { "x": 187, "y": 0.6091772470953 }, { "x": 188, "y": 0.61370174873477 }, { "x": 189, "y": 0.61818696262699 }, { "x": 190, "y": 0.62263282366171 }, { "x": 191, "y": 0.62703928187907 }, { "x": 192, "y": 0.63140630200299 }, { "x": 193, "y": 0.63573386298198 }, { "x": 194, "y": 0.64002195753744 }, { "x": 195, "y": 0.6442705917197 }, { "x": 196, "y": 0.64847978447168 }, { "x": 197, "y": 0.65264956720042 }, { "x": 198, "y": 0.65677998335641 }, { "x": 199, "y": 0.66087108802087 }, { "x": 200, "y": 0.66492294750093 } ] }, { "id": 293, "curve_id": "W7.1", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Roads", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Zhu et al. (2022)", "source_detail": "Zhu, J., Liu, K., Wang, M., Xu, W., Liu, M., and Zheng, J.: An empirical approach for developing functions for the vulnerability of roads to tropical cyclones, Transportation Research Part D: Transport and Environment, 102, 103136, https://doi.org/10.1016/j.trd.2021.103136, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Physical damage probability ", "source_data_type": "figure_given", "mu": 2.5649493574615363, "sigma": 1.0500000000000009, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.565, σ=1.050, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Maximum wind speed at 10 m above ground-level", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Hainan Province, China", "hazard_type": "Wind", "num_points": 41, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.00728672570042 }, { "x": 2, "y": 0.03732012141973 }, { "x": 3, "y": 0.08128026089244 }, { "x": 4, "y": 0.13081888396433 }, { "x": 5, "y": 0.1814083806995 }, { "x": 6, "y": 0.23075237613156 }, { "x": 7, "y": 0.27774245181835 }, { "x": 8, "y": 0.32190140963423 }, { "x": 9, "y": 0.36308902176559 }, { "x": 10, "y": 0.4013436604606 }, { "x": 11, "y": 0.43679538751384 }, { "x": 12, "y": 0.46961760026855 }, { "x": 13, "y": 0.5 }, { "x": 14, "y": 0.52813359624793 }, { "x": 15, "y": 0.5542026091445 }, { "x": 16, "y": 0.57838036091965 }, { "x": 17, "y": 0.60082747807876 }, { "x": 18, "y": 0.62169142111932 }, { "x": 19, "y": 0.64110675984375 }, { "x": 20, "y": 0.65919584784856 }, { "x": 21, "y": 0.67606969001191 }, { "x": 22, "y": 0.69182888122911 }, { "x": 23, "y": 0.70656454585347 }, { "x": 24, "y": 0.72035923847285 }, { "x": 25, "y": 0.73328778560727 }, { "x": 26, "y": 0.74541805935699 }, { "x": 27, "y": 0.75681168083037 }, { "x": 28, "y": 0.76752465510265 }, { "x": 29, "y": 0.77760794159793 }, { "x": 30, "y": 0.78710796483236 }, { "x": 31, "y": 0.7960670708382 }, { "x": 32, "y": 0.80452393457671 }, { "x": 33, "y": 0.81251392341211 }, { "x": 34, "y": 0.82006942136691 }, { "x": 35, "y": 0.8272201184743 }, { "x": 36, "y": 0.8339932691275 }, { "x": 37, "y": 0.84041392292119 }, { "x": 38, "y": 0.84650513109938 }, { "x": 39, "y": 0.85228813137399 }, { "x": 40, "y": 0.85778251356073 } ] }, { "id": 294, "curve_id": "W7.2", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Roads", "ci_detail": "On-grade", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Physical damage probability ", "source_data_type": "figure_given", "mu": 3.0204248861443626, "sigma": 2, "method": "Simple estimation", "mu_sigma_quality": 0.1, "mu_sigma_reconstruct": false, "raw_reconstruct": true, "reconstruct_method": "Use raw data points", "calculation_notes": "Estimation: μ=3.020 (from median~20.500), σ=2.000; Mu/sigma quality too low for reconstruction (quality: 0.100); D1 category: figure_given; Source provides original data points", "intensity_measure": "Wind speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Wind", "num_points": 41, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 } ] }, { "id": 295, "curve_id": "W4.27", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern Pine; Unguyed, 13.7m tall, 12.47kV distribution line, span 44 m", "source_type": "Peer-reviewed", "source_abbrev": "Han et al. (2014)", "source_detail": "Han, S. R., Rosowsky, D., and Guikema, S.: Integrating Models and Data to Estimate the Structural Reliability of Utility Poles During Hurricanes, Risk Analysis, 34, 1079–1094, https://doi.org/10.1111/risa.12102, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Pole breaking or foundation failure ", "source_data_type": "figure_given", "mu": 4.2267465633189678, "sigma": 0.17739618262565207, "method": "Curve fitting", "mu_sigma_quality": 0.99924652971729755, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.227, σ=0.177, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "USA", "hazard_type": "Wind", "num_points": 113, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0.007 }, { "x": 35, "y": 0.009 }, { "x": 36, "y": 0.011 }, { "x": 37, "y": 0.012 }, { "x": 38, "y": 0.014 }, { "x": 39, "y": 0.015 }, { "x": 40, "y": 0.017 }, { "x": 41, "y": 0.018 }, { "x": 42, "y": 0.02 }, { "x": 43, "y": 0.023 }, { "x": 44, "y": 0.026 }, { "x": 45, "y": 0.029 }, { "x": 46, "y": 0.032 }, { "x": 47, "y": 0.035 }, { "x": 48, "y": 0.038 }, { "x": 49, "y": 0.049 }, { "x": 50, "y": 0.06 }, { "x": 51, "y": 0.071 }, { "x": 52, "y": 0.083 }, { "x": 53, "y": 0.095 }, { "x": 54, "y": 0.11 }, { "x": 55, "y": 0.125 }, { "x": 56, "y": 0.141 }, { "x": 57, "y": 0.165 }, { "x": 58, "y": 0.189 }, { "x": 59, "y": 0.212 }, { "x": 60, "y": 0.235 }, { "x": 61, "y": 0.257 }, { "x": 62, "y": 0.282 }, { "x": 63, "y": 0.31 }, { "x": 64, "y": 0.339 }, { "x": 65, "y": 0.368 }, { "x": 66, "y": 0.401 }, { "x": 67, "y": 0.435 }, { "x": 68, "y": 0.469 }, { "x": 69, "y": 0.502 }, { "x": 70, "y": 0.536 }, { "x": 71, "y": 0.57 }, { "x": 72, "y": 0.599 }, { "x": 73, "y": 0.627 }, { "x": 74, "y": 0.655 }, { "x": 75, "y": 0.682 }, { "x": 76, "y": 0.709 }, { "x": 77, "y": 0.737 }, { "x": 78, "y": 0.763 }, { "x": 79, "y": 0.79 }, { "x": 80, "y": 0.816 }, { "x": 81, "y": 0.837 }, { "x": 82, "y": 0.854 }, { "x": 83, "y": 0.872 }, { "x": 84, "y": 0.887 }, { "x": 85, "y": 0.902 }, { "x": 86, "y": 0.916 }, { "x": 87, "y": 0.93 }, { "x": 88, "y": 0.942 }, { "x": 89, "y": 0.949 }, { "x": 90, "y": 0.956 }, { "x": 91, "y": 0.963 }, { "x": 92, "y": 0.968 }, { "x": 93, "y": 0.974 }, { "x": 94, "y": 0.98 }, { "x": 95, "y": 0.984 }, { "x": 96, "y": 0.986 }, { "x": 97, "y": 0.987 }, { "x": 98, "y": 0.988 }, { "x": 99, "y": 0.989 }, { "x": 100, "y": 0.991 }, { "x": 101, "y": 0.992 }, { "x": 102, "y": 0.993 }, { "x": 103, "y": 0.995 }, { "x": 104, "y": 0.996 }, { "x": 105, "y": 0.997 }, { "x": 106, "y": 0.998 }, { "x": 107, "y": 1 }, { "x": 108, "y": 1 }, { "x": 109, "y": 1 }, { "x": 110, "y": 1 }, { "x": 111, "y": 1 }, { "x": 112, "y": 1 } ] }, { "id": 296, "curve_id": "W4.28", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Southern Pine; Unguyed, 13.7m tall, 34.5kV distribution line, span 104 m", "source_type": "Peer-reviewed", "source_abbrev": "Han et al. (2014)", "source_detail": "Han, S. R., Rosowsky, D., and Guikema, S.: Integrating Models and Data to Estimate the Structural Reliability of Utility Poles During Hurricanes, Risk Analysis, 34, 1079–1094, https://doi.org/10.1111/risa.12102, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Pole breaking or foundation failure ", "source_data_type": "figure_given", "mu": 4.3266701883932823, "sigma": 0.20747071939975326, "method": "Curve fitting", "mu_sigma_quality": 0.99798902712174231, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.327, σ=0.207, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "USA", "hazard_type": "Wind", "num_points": 113, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0.004 }, { "x": 35, "y": 0.006 }, { "x": 36, "y": 0.008 }, { "x": 37, "y": 0.009 }, { "x": 38, "y": 0.011 }, { "x": 39, "y": 0.013 }, { "x": 40, "y": 0.014 }, { "x": 41, "y": 0.015 }, { "x": 42, "y": 0.016 }, { "x": 43, "y": 0.017 }, { "x": 44, "y": 0.018 }, { "x": 45, "y": 0.021 }, { "x": 46, "y": 0.027 }, { "x": 47, "y": 0.033 }, { "x": 48, "y": 0.039 }, { "x": 49, "y": 0.045 }, { "x": 50, "y": 0.051 }, { "x": 51, "y": 0.057 }, { "x": 52, "y": 0.065 }, { "x": 53, "y": 0.075 }, { "x": 54, "y": 0.085 }, { "x": 55, "y": 0.095 }, { "x": 56, "y": 0.105 }, { "x": 57, "y": 0.115 }, { "x": 58, "y": 0.13 }, { "x": 59, "y": 0.144 }, { "x": 60, "y": 0.159 }, { "x": 61, "y": 0.174 }, { "x": 62, "y": 0.188 }, { "x": 63, "y": 0.203 }, { "x": 64, "y": 0.219 }, { "x": 65, "y": 0.234 }, { "x": 66, "y": 0.249 }, { "x": 67, "y": 0.268 }, { "x": 68, "y": 0.291 }, { "x": 69, "y": 0.315 }, { "x": 70, "y": 0.338 }, { "x": 71, "y": 0.361 }, { "x": 72, "y": 0.386 }, { "x": 73, "y": 0.411 }, { "x": 74, "y": 0.435 }, { "x": 75, "y": 0.46 }, { "x": 76, "y": 0.485 }, { "x": 77, "y": 0.509 }, { "x": 78, "y": 0.534 }, { "x": 79, "y": 0.559 }, { "x": 80, "y": 0.584 }, { "x": 81, "y": 0.609 }, { "x": 82, "y": 0.634 }, { "x": 83, "y": 0.658 }, { "x": 84, "y": 0.68 }, { "x": 85, "y": 0.703 }, { "x": 86, "y": 0.725 }, { "x": 87, "y": 0.745 }, { "x": 88, "y": 0.765 }, { "x": 89, "y": 0.785 }, { "x": 90, "y": 0.805 }, { "x": 91, "y": 0.822 }, { "x": 92, "y": 0.838 }, { "x": 93, "y": 0.854 }, { "x": 94, "y": 0.871 }, { "x": 95, "y": 0.882 }, { "x": 96, "y": 0.893 }, { "x": 97, "y": 0.904 }, { "x": 98, "y": 0.914 }, { "x": 99, "y": 0.923 }, { "x": 100, "y": 0.932 }, { "x": 101, "y": 0.94 }, { "x": 102, "y": 0.949 }, { "x": 103, "y": 0.957 }, { "x": 104, "y": 0.961 }, { "x": 105, "y": 0.966 }, { "x": 106, "y": 0.971 }, { "x": 107, "y": 0.975 }, { "x": 108, "y": 0.979 }, { "x": 109, "y": 0.983 }, { "x": 110, "y": 0.986 }, { "x": 111, "y": 0.99 }, { "x": 112, "y": 0.994 } ] }, { "id": 297, "curve_id": "W3.44", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Double-circuit; 27 m tall, 3x7.5 (transverse x longitudinal); 3 cross arm levels, each carrying two overhead lines ", "source_type": "Conference Proceeding", "source_abbrev": "Hur & Shafieezadeh (2019)", "source_detail": "Hur, J. and Shafieezadeh, A.: Multi-Hazard Probabilistic Risk Analysis of Off-Site Overhead Transmission Systems, SMiRT-25, Charlotte, NC, US, 5-9 August 2019, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Probability of failure", "source_data_type": "figure_given", "mu": 4.1070805239938, "sigma": 0.12727934652985809, "method": "Curve fitting", "mu_sigma_quality": 0.99990493978521477, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.107, σ=0.127, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Wind", "num_points": 91, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0.001 }, { "x": 24, "y": 0.001 }, { "x": 25, "y": 0.001 }, { "x": 26, "y": 0.001 }, { "x": 27, "y": 0.001 }, { "x": 28, "y": 0.001 }, { "x": 29, "y": 0.001 }, { "x": 30, "y": 0.001 }, { "x": 31, "y": 0.001 }, { "x": 32, "y": 0.001 }, { "x": 33, "y": 0.001 }, { "x": 34, "y": 0.001 }, { "x": 35, "y": 0.003 }, { "x": 36, "y": 0.004 }, { "x": 37, "y": 0.006 }, { "x": 38, "y": 0.007 }, { "x": 39, "y": 0.009 }, { "x": 40, "y": 0.009 }, { "x": 41, "y": 0.012 }, { "x": 42, "y": 0.013 }, { "x": 43, "y": 0.015 }, { "x": 44, "y": 0.016 }, { "x": 45, "y": 0.017 }, { "x": 46, "y": 0.019 }, { "x": 47, "y": 0.02 }, { "x": 48, "y": 0.03 }, { "x": 49, "y": 0.042 }, { "x": 50, "y": 0.06 }, { "x": 51, "y": 0.082 }, { "x": 52, "y": 0.109 }, { "x": 53, "y": 0.141 }, { "x": 54, "y": 0.173 }, { "x": 55, "y": 0.217 }, { "x": 56, "y": 0.261 }, { "x": 57, "y": 0.305 }, { "x": 58, "y": 0.358 }, { "x": 59, "y": 0.411 }, { "x": 60, "y": 0.465 }, { "x": 61, "y": 0.516 }, { "x": 62, "y": 0.565 }, { "x": 63, "y": 0.615 }, { "x": 64, "y": 0.656 }, { "x": 65, "y": 0.695 }, { "x": 66, "y": 0.735 }, { "x": 67, "y": 0.776 }, { "x": 68, "y": 0.818 }, { "x": 69, "y": 0.841 }, { "x": 70, "y": 0.864 }, { "x": 71, "y": 0.885 }, { "x": 72, "y": 0.906 }, { "x": 73, "y": 0.923 }, { "x": 74, "y": 0.937 }, { "x": 75, "y": 0.95 }, { "x": 76, "y": 0.96 }, { "x": 77, "y": 0.97 }, { "x": 78, "y": 0.979 }, { "x": 79, "y": 0.988 }, { "x": 80, "y": 0.991 }, { "x": 81, "y": 0.995 }, { "x": 82, "y": 0.997 }, { "x": 83, "y": 0.999 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 }, { "x": 86, "y": 1 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 } ] }, { "id": 298, "curve_id": "E1.11", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbine", "ci_detail": "80 m, 2.4MW", "source_type": "Conference Proceeding", "source_abbrev": "Myers et al. (2012)", "source_detail": "Myers, A. T., Gupta, A., Ramirez, C. M., and Chioccarelli, E.: Evaluation of the seismic vulnerability of tubular wind turbine towers, 15th world conference on earthquake engineering, Lisbon, Portugal, 2012.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Severe", "source_data_type": "figure_given", "mu": 0.46842098318412489, "sigma": 0.68332569113540287, "method": "Curve fitting", "mu_sigma_quality": 0.97775749299712988, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.468, σ=0.683, R²=0.978; Mu/sigma can be used for reconstruction (quality: 0.978); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "0", "hazard_type": "Earthquake", "num_points": 41, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0 }, { "x": 0.65, "y": 0.05 }, { "x": 0.7, "y": 0.15 }, { "x": 0.75, "y": 0.175 }, { "x": 0.8, "y": 0.2 }, { "x": 0.85, "y": 0.25 }, { "x": 0.9, "y": 0.25625 }, { "x": 0.95, "y": 0.2625 }, { "x": 1, "y": 0.26875 }, { "x": 1.05, "y": 0.275 }, { "x": 1.1, "y": 0.28125 }, { "x": 1.15, "y": 0.2875 }, { "x": 1.2, "y": 0.29375 }, { "x": 1.25, "y": 0.3 }, { "x": 1.3, "y": 0.35 }, { "x": 1.35, "y": 0.4 }, { "x": 1.4, "y": 0.425 }, { "x": 1.45, "y": 0.45 }, { "x": 1.5, "y": 0.5 }, { "x": 1.55, "y": 0.50714285714286 }, { "x": 1.6, "y": 0.51428571428571 }, { "x": 1.65, "y": 0.52142857142857 }, { "x": 1.7, "y": 0.52857142857143 }, { "x": 1.75, "y": 0.53571428571429 }, { "x": 1.8, "y": 0.54285714285714 }, { "x": 1.85, "y": 0.55 }, { "x": 1.9, "y": 0.6 }, { "x": 1.95, "y": 0.63 }, { "x": 2, "y": 0.66 } ] }, { "id": 299, "curve_id": "E1.12", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbine", "ci_detail": "80 m", "source_type": "Conference Proceeding", "source_abbrev": "Myers et al. (2012)", "source_detail": "Myers, A. T., Gupta, A., Ramirez, C. M., and Chioccarelli, E.: Evaluation of the seismic vulnerability of tubular wind turbine towers, 15th world conference on earthquake engineering, Lisbon, Portugal, 2012.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Severe", "source_data_type": "figure_given", "mu": 0.26485260311212744, "sigma": 0.48729006101017608, "method": "Curve fitting", "mu_sigma_quality": 0.90872653628939548, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.265, σ=0.487, R²=0.909; Mu/sigma can be used for reconstruction (quality: 0.909); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "0", "hazard_type": "Earthquake", "num_points": 41, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0 }, { "x": 0.65, "y": 0.05 }, { "x": 0.7, "y": 0.1 }, { "x": 0.75, "y": 0.125 }, { "x": 0.8, "y": 0.15 }, { "x": 0.85, "y": 0.25 }, { "x": 0.9, "y": 0.28 }, { "x": 0.95, "y": 0.31 }, { "x": 1, "y": 0.34 }, { "x": 1.05, "y": 0.37 }, { "x": 1.1, "y": 0.4 }, { "x": 1.15, "y": 0.43 }, { "x": 1.2, "y": 0.46 }, { "x": 1.25, "y": 0.49 }, { "x": 1.3, "y": 0.52 }, { "x": 1.35, "y": 0.55 }, { "x": 1.4, "y": 0 }, { "x": 1.45, "y": 0.606 }, { "x": 1.5, "y": 0.62066666666667 }, { "x": 1.55, "y": 0.63533333333333 }, { "x": 1.6, "y": 0.65 }, { "x": 1.65, "y": 0.7 }, { "x": 1.7, "y": 0.725 }, { "x": 1.75, "y": 0.75 }, { "x": 1.8, "y": 0.775 }, { "x": 1.85, "y": 0.8 }, { "x": 1.9, "y": 0.85 }, { "x": 1.95, "y": 0.85625 }, { "x": 2, "y": 0.8625 } ] }, { "id": 300, "curve_id": "E13.21", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "On-grade cylindrical steel, % full < 50%", "source_type": "Peer-reviewed", "source_abbrev": "O'Rourke and Sos (2000)", "source_detail": "O’Rourke, M. J. and So, P.: Seismic fragility curves for on-grade steel tanks, Earthquake Spectra, 16, 801–815, https://doi.org/10.1193/1.1586140, 2000.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -0.71334988788446, "sigma": 0.55000000002731386, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.713, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.663930126E-05 }, { "x": 0.1, "y": 0.00192916118176 }, { "x": 0.15, "y": 0.01568650220722 }, { "x": 0.2, "y": 0.05162995216142 }, { "x": 0.25, "y": 0.11056376992716 }, { "x": 0.3, "y": 0.18618529986954 }, { "x": 0.35, "y": 0.2703457304739 }, { "x": 0.4, "y": 0.35607006661344 }, { "x": 0.45, "y": 0.43847673220973 }, { "x": 0.5, "y": 0.51465073101907 }, { "x": 0.55, "y": 0.58317530726835 }, { "x": 0.6, "y": 0.64364761315498 }, { "x": 0.65, "y": 0.69628944783536 }, { "x": 0.7, "y": 0.74166916163361 }, { "x": 0.75, "y": 0.78051730153602 }, { "x": 0.8, "y": 0.81361165154403 }, { "x": 0.85, "y": 0.84171004736202 }, { "x": 0.9, "y": 0.86551447564533 }, { "x": 0.95, "y": 0.88565481377266 }, { "x": 1, "y": 0.90268437152945 }, { "x": 1.05, "y": 0.91708213888581 }, { "x": 1.1, "y": 0.92925852558804 }, { "x": 1.15, "y": 0.93956262719221 }, { "x": 1.2, "y": 0.94828986060205 }, { "x": 1.25, "y": 0.95568932401345 }, { "x": 1.3, "y": 0.96197055291996 }, { "x": 1.35, "y": 0.9673095346112 }, { "x": 1.4, "y": 0.97185395436432 }, { "x": 1.45, "y": 0.9757277073427 }, { "x": 1.5, "y": 0.97903474045589 }, { "x": 1.55, "y": 0.9818623004468 }, { "x": 1.6, "y": 0.98428366601378 }, { "x": 1.65, "y": 0.98636043765406 }, { "x": 1.7, "y": 0.98814445204972 }, { "x": 1.75, "y": 0.98967937993446 }, { "x": 1.8, "y": 0.99100205846279 }, { "x": 1.85, "y": 0.99214360167373 }, { "x": 1.9, "y": 0.99313032594651 }, { "x": 1.95, "y": 0.99398452146803 }, { "x": 2, "y": 0.99472509566286 }, { "x": 2.05, "y": 0.99536811021903 }, { "x": 2.1, "y": 0.99592722969938 }, { "x": 2.15, "y": 0.99641409667269 }, { "x": 2.2, "y": 0.99683864574926 }, { "x": 2.25, "y": 0.99720936678548 }, { "x": 2.3, "y": 0.99753352576308 }, { "x": 2.35, "y": 0.99781735039219 }, { "x": 2.4, "y": 0.99806618628263 }, { "x": 2.45, "y": 0.99828462853145 }, { "x": 2.5, "y": 0.99847663275177 }, { "x": 2.55, "y": 0.99864560888715 }, { "x": 2.6, "y": 0.99879450059308 }, { "x": 2.65, "y": 0.99892585250165 }, { "x": 2.7, "y": 0.99904186730006 }, { "x": 2.75, "y": 0.99914445423415 }, { "x": 2.8, "y": 0.99923527038345 }, { "x": 2.85, "y": 0.99931575583429 }, { "x": 2.9, "y": 0.99938716369483 }, { "x": 2.95, "y": 0.99945058574374 }, { "x": 3, "y": 0.99950697437773 }, { "x": 3.05, "y": 0.99955716141732 }, { "x": 3.1, "y": 0.9996018742423 }, { "x": 3.15, "y": 0.99964174965409 }, { "x": 3.2, "y": 0.999677345801 }, { "x": 3.25, "y": 0.99970915245009 }, { "x": 3.3, "y": 0.99973759984627 }, { "x": 3.35, "y": 0.99976306636234 }, { "x": 3.4, "y": 0.99978588511332 }, { "x": 3.45, "y": 0.99980634968205 }, { "x": 3.5, "y": 0.99982471908168 }, { "x": 3.55, "y": 0.99984122206151 }, { "x": 3.6, "y": 0.99985606084777 }, { "x": 3.65, "y": 0.99986941439693 }, { "x": 3.7, "y": 0.99988144122847 }, { "x": 3.75, "y": 0.99989228189405 }, { "x": 3.8, "y": 0.99990206113226 }, { "x": 3.85, "y": 0.9999108897509 }, { "x": 3.9, "y": 0.99991886627306 }, { "x": 3.94999999999999, "y": 0.99992607837811 }, { "x": 3.99999999999999, "y": 0.99993260416452 } ] }, { "id": 301, "curve_id": "E16.26", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Cast iron pipeline buried", "ci_detail": "0 years - 600 mm diameter - 500 m length", "source_type": "Peer-reviewed", "source_abbrev": "Yoon et al. (2018)", "source_detail": "Yoon, S., Lee, Y., and Jung, H.: A comprehensive framework for seismic risk assessment of urban water transmission networks, International Journal of Disaster Risk Reduction, 31, 983–994, https://doi.org/10.1016/j.ijdrr.2018.09.002, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Structural failure", "source_data_type": "figure_given", "mu": 2.8506150123843668, "sigma": 0.44379446401303946, "method": "Curve fitting", "mu_sigma_quality": 0.99579969805449486, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.851, σ=0.444, R²=0.996; Mu/sigma can be used for reconstruction (quality: 0.996); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "South Korea", "hazard_type": "Earthquake", "num_points": 71, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.005 }, { "x": 2, "y": 0.009 }, { "x": 3, "y": 0.013 }, { "x": 4, "y": 0.025 }, { "x": 5, "y": 0.039 }, { "x": 6, "y": 0.053 }, { "x": 7, "y": 0.075 }, { "x": 8, "y": 0.097 }, { "x": 9, "y": 0.122 }, { "x": 10, "y": 0.153 }, { "x": 11, "y": 0.188 }, { "x": 12, "y": 0.233 }, { "x": 13, "y": 0.278 }, { "x": 14, "y": 0.319 }, { "x": 15, "y": 0.36 }, { "x": 16, "y": 0.41 }, { "x": 17, "y": 0.459 }, { "x": 18, "y": 0.5 }, { "x": 19, "y": 0.541 }, { "x": 20, "y": 0.588 }, { "x": 21, "y": 0.635 }, { "x": 22, "y": 0.68 }, { "x": 23, "y": 0.721 }, { "x": 24, "y": 0.757 }, { "x": 25, "y": 0.792 }, { "x": 26, "y": 0.827 }, { "x": 27, "y": 0.856 }, { "x": 28, "y": 0.878 }, { "x": 29, "y": 0.9 }, { "x": 30, "y": 0.917 }, { "x": 31, "y": 0.933 }, { "x": 32, "y": 0.947 }, { "x": 33, "y": 0.956 }, { "x": 34, "y": 0.965 }, { "x": 35, "y": 0.974 }, { "x": 36, "y": 0.979 }, { "x": 37, "y": 0.982 }, { "x": 38, "y": 0.986 }, { "x": 39, "y": 0.989 }, { "x": 40, "y": 0.991 }, { "x": 41, "y": 0.993 }, { "x": 42, "y": 0.995 }, { "x": 43, "y": 0.998 }, { "x": 44, "y": 1 }, { "x": 45, "y": 1 }, { "x": 46, "y": 1 }, { "x": 47, "y": 1 }, { "x": 48, "y": 1 }, { "x": 49, "y": 1 }, { "x": 50, "y": 1 }, { "x": 51, "y": 1 }, { "x": 52, "y": 1 }, { "x": 53, "y": 1 }, { "x": 54, "y": 1 }, { "x": 55, "y": 1 }, { "x": 56, "y": 1 }, { "x": 57, "y": 1 }, { "x": 58, "y": 1 }, { "x": 59, "y": 1 }, { "x": 60, "y": 1 }, { "x": 61, "y": 1 }, { "x": 62, "y": 1 }, { "x": 63, "y": 1 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 } ] }, { "id": 302, "curve_id": "E16.27", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Cast iron pipeline buried", "ci_detail": "20 years - 600 mm diameter - 500 m length", "source_type": "Peer-reviewed", "source_abbrev": "Yoon et al. (2018)", "source_detail": "Yoon, S., Lee, Y., and Jung, H.: A comprehensive framework for seismic risk assessment of urban water transmission networks, International Journal of Disaster Risk Reduction, 31, 983–994, https://doi.org/10.1016/j.ijdrr.2018.09.002, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Structural failure", "source_data_type": "figure_given", "mu": 2.2708295668310639, "sigma": 0.44522021771011577, "method": "Curve fitting", "mu_sigma_quality": 0.99590284624133285, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.271, σ=0.445, R²=0.996; Mu/sigma can be used for reconstruction (quality: 0.996); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "South Korea", "hazard_type": "Earthquake", "num_points": 71, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.018 }, { "x": 2, "y": 0.029 }, { "x": 3, "y": 0.054 }, { "x": 4, "y": 0.083 }, { "x": 5, "y": 0.128 }, { "x": 6, "y": 0.177 }, { "x": 7, "y": 0.247 }, { "x": 8, "y": 0.329 }, { "x": 9, "y": 0.42 }, { "x": 10, "y": 0.495 }, { "x": 11, "y": 0.577 }, { "x": 12, "y": 0.654 }, { "x": 13, "y": 0.724 }, { "x": 14, "y": 0.784 }, { "x": 15, "y": 0.843 }, { "x": 16, "y": 0.891 }, { "x": 17, "y": 0.919 }, { "x": 18, "y": 0.946 }, { "x": 19, "y": 0.969 }, { "x": 20, "y": 0.982 }, { "x": 21, "y": 0.99 }, { "x": 22, "y": 0.993 }, { "x": 23, "y": 0.997 }, { "x": 24, "y": 1 }, { "x": 25, "y": 1 }, { "x": 26, "y": 1 }, { "x": 27, "y": 1 }, { "x": 28, "y": 1 }, { "x": 29, "y": 1 }, { "x": 30, "y": 1 }, { "x": 31, "y": 1 }, { "x": 32, "y": 1 }, { "x": 33, "y": 1 }, { "x": 34, "y": 1 }, { "x": 35, "y": 1 }, { "x": 36, "y": 1 }, { "x": 37, "y": 1 }, { "x": 38, "y": 1 }, { "x": 39, "y": 1 }, { "x": 40, "y": 1 }, { "x": 41, "y": 1 }, { "x": 42, "y": 1 }, { "x": 43, "y": 1 }, { "x": 44, "y": 1 }, { "x": 45, "y": 1 }, { "x": 46, "y": 1 }, { "x": 47, "y": 1 }, { "x": 48, "y": 1 }, { "x": 49, "y": 1 }, { "x": 50, "y": 1 }, { "x": 51, "y": 1 }, { "x": 52, "y": 1 }, { "x": 53, "y": 1 }, { "x": 54, "y": 1 }, { "x": 55, "y": 1 }, { "x": 56, "y": 1 }, { "x": 57, "y": 1 }, { "x": 58, "y": 1 }, { "x": 59, "y": 1 }, { "x": 60, "y": 1 }, { "x": 61, "y": 1 }, { "x": 62, "y": 1 }, { "x": 63, "y": 1 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 } ] }, { "id": 303, "curve_id": "E16.28", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Cast iron pipeline buried", "ci_detail": "30 years - 600 mm diameter - 500 m length", "source_type": "Peer-reviewed", "source_abbrev": "Yoon et al. (2018)", "source_detail": "Yoon, S., Lee, Y., and Jung, H.: A comprehensive framework for seismic risk assessment of urban water transmission networks, International Journal of Disaster Risk Reduction, 31, 983–994, https://doi.org/10.1016/j.ijdrr.2018.09.002, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Structural failure", "source_data_type": "figure_given", "mu": 1.1974325507541543, "sigma": 0.45613237302103987, "method": "Curve fitting", "mu_sigma_quality": 0.99671421290667528, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.197, σ=0.456, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "South Korea", "hazard_type": "Earthquake", "num_points": 71, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.039 }, { "x": 2, "y": 0.167 }, { "x": 3, "y": 0.41 }, { "x": 4, "y": 0.621 }, { "x": 5, "y": 0.808 }, { "x": 6, "y": 0.941 }, { "x": 7, "y": 0.976 }, { "x": 8, "y": 0.993 }, { "x": 9, "y": 0.998 }, { "x": 10, "y": 1 }, { "x": 11, "y": 1 }, { "x": 12, "y": 1 }, { "x": 13, "y": 1 }, { "x": 14, "y": 1 }, { "x": 15, "y": 1 }, { "x": 16, "y": 1 }, { "x": 17, "y": 1 }, { "x": 18, "y": 1 }, { "x": 19, "y": 1 }, { "x": 20, "y": 1 }, { "x": 21, "y": 1 }, { "x": 22, "y": 1 }, { "x": 23, "y": 1 }, { "x": 24, "y": 1 }, { "x": 25, "y": 1 }, { "x": 26, "y": 1 }, { "x": 27, "y": 1 }, { "x": 28, "y": 1 }, { "x": 29, "y": 1 }, { "x": 30, "y": 1 }, { "x": 31, "y": 1 }, { "x": 32, "y": 1 }, { "x": 33, "y": 1 }, { "x": 34, "y": 1 }, { "x": 35, "y": 1 }, { "x": 36, "y": 1 }, { "x": 37, "y": 1 }, { "x": 38, "y": 1 }, { "x": 39, "y": 1 }, { "x": 40, "y": 1 }, { "x": 41, "y": 1 }, { "x": 42, "y": 1 }, { "x": 43, "y": 1 }, { "x": 44, "y": 1 }, { "x": 45, "y": 1 }, { "x": 46, "y": 1 }, { "x": 47, "y": 1 }, { "x": 48, "y": 1 }, { "x": 49, "y": 1 }, { "x": 50, "y": 1 }, { "x": 51, "y": 1 }, { "x": 52, "y": 1 }, { "x": 53, "y": 1 }, { "x": 54, "y": 1 }, { "x": 55, "y": 1 }, { "x": 56, "y": 1 }, { "x": 57, "y": 1 }, { "x": 58, "y": 1 }, { "x": 59, "y": 1 }, { "x": 60, "y": 1 }, { "x": 61, "y": 1 }, { "x": 62, "y": 1 }, { "x": 63, "y": 1 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 } ] }, { "id": 304, "curve_id": "E16.29", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Steel buried pipeline", "ci_detail": "0 years - 600 mm diameter - 500 m length", "source_type": "Peer-reviewed", "source_abbrev": "Yoon et al. (2018)", "source_detail": "Yoon, S., Lee, Y., and Jung, H.: A comprehensive framework for seismic risk assessment of urban water transmission networks, International Journal of Disaster Risk Reduction, 31, 983–994, https://doi.org/10.1016/j.ijdrr.2018.09.002, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Structural failure", "source_data_type": "figure_given", "mu": 3.343478206228903, "sigma": 0.43774573001093831, "method": "Curve fitting", "mu_sigma_quality": 0.9954761774027534, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.343, σ=0.438, R²=0.995; Mu/sigma can be used for reconstruction (quality: 0.995); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "South Korea", "hazard_type": "Earthquake", "num_points": 71, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.003 }, { "x": 2, "y": 0.003 }, { "x": 3, "y": 0.003 }, { "x": 4, "y": 0.006 }, { "x": 5, "y": 0.009 }, { "x": 6, "y": 0.013 }, { "x": 7, "y": 0.02 }, { "x": 8, "y": 0.028 }, { "x": 9, "y": 0.036 }, { "x": 10, "y": 0.046 }, { "x": 11, "y": 0.059 }, { "x": 12, "y": 0.071 }, { "x": 13, "y": 0.085 }, { "x": 14, "y": 0.102 }, { "x": 15, "y": 0.12 }, { "x": 16, "y": 0.137 }, { "x": 17, "y": 0.16 }, { "x": 18, "y": 0.187 }, { "x": 19, "y": 0.215 }, { "x": 20, "y": 0.237 }, { "x": 21, "y": 0.259 }, { "x": 22, "y": 0.284 }, { "x": 23, "y": 0.31 }, { "x": 24, "y": 0.338 }, { "x": 25, "y": 0.369 }, { "x": 26, "y": 0.4 }, { "x": 27, "y": 0.435 }, { "x": 28, "y": 0.47 }, { "x": 29, "y": 0.496 }, { "x": 30, "y": 0.523 }, { "x": 31, "y": 0.549 }, { "x": 32, "y": 0.579 }, { "x": 33, "y": 0.609 }, { "x": 34, "y": 0.637 }, { "x": 35, "y": 0.663 }, { "x": 36, "y": 0.69 }, { "x": 37, "y": 0.711 }, { "x": 38, "y": 0.73 }, { "x": 39, "y": 0.75 }, { "x": 40, "y": 0.771 }, { "x": 41, "y": 0.797 }, { "x": 42, "y": 0.823 }, { "x": 43, "y": 0.846 }, { "x": 44, "y": 0.861 }, { "x": 45, "y": 0.875 }, { "x": 46, "y": 0.889 }, { "x": 47, "y": 0.898 }, { "x": 48, "y": 0.907 }, { "x": 49, "y": 0.916 }, { "x": 50, "y": 0.925 }, { "x": 51, "y": 0.932 }, { "x": 52, "y": 0.938 }, { "x": 53, "y": 0.944 }, { "x": 54, "y": 0.95 }, { "x": 55, "y": 0.956 }, { "x": 56, "y": 0.962 }, { "x": 57, "y": 0.967 }, { "x": 58, "y": 0.973 }, { "x": 59, "y": 0.979 }, { "x": 60, "y": 0.983 }, { "x": 61, "y": 0.987 }, { "x": 62, "y": 0.991 }, { "x": 63, "y": 0.994 }, { "x": 64, "y": 0.997 }, { "x": 65, "y": 0.997 }, { "x": 66, "y": 0.997 }, { "x": 67, "y": 0.997 }, { "x": 68, "y": 0.998 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 } ] }, { "id": 305, "curve_id": "E16.30", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Steel buried pipeline", "ci_detail": "20 years - 600 mm diameter - 500 m length", "source_type": "Peer-reviewed", "source_abbrev": "Yoon et al. (2018)", "source_detail": "Yoon, S., Lee, Y., and Jung, H.: A comprehensive framework for seismic risk assessment of urban water transmission networks, International Journal of Disaster Risk Reduction, 31, 983–994, https://doi.org/10.1016/j.ijdrr.2018.09.002, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Structural failure", "source_data_type": "figure_given", "mu": 3.3007927781896171, "sigma": 0.43675453418529347, "method": "Curve fitting", "mu_sigma_quality": 0.99417703618002906, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.301, σ=0.437, R²=0.994; Mu/sigma can be used for reconstruction (quality: 0.994); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "South Korea", "hazard_type": "Earthquake", "num_points": 71, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.005 }, { "x": 2, "y": 0.005 }, { "x": 3, "y": 0.006 }, { "x": 4, "y": 0.009 }, { "x": 5, "y": 0.015 }, { "x": 6, "y": 0.021 }, { "x": 7, "y": 0.026 }, { "x": 8, "y": 0.036 }, { "x": 9, "y": 0.046 }, { "x": 10, "y": 0.057 }, { "x": 11, "y": 0.07 }, { "x": 12, "y": 0.084 }, { "x": 13, "y": 0.099 }, { "x": 14, "y": 0.115 }, { "x": 15, "y": 0.137 }, { "x": 16, "y": 0.158 }, { "x": 17, "y": 0.181 }, { "x": 18, "y": 0.206 }, { "x": 19, "y": 0.232 }, { "x": 20, "y": 0.259 }, { "x": 21, "y": 0.287 }, { "x": 22, "y": 0.316 }, { "x": 23, "y": 0.346 }, { "x": 24, "y": 0.376 }, { "x": 25, "y": 0.406 }, { "x": 26, "y": 0.437 }, { "x": 27, "y": 0.469 }, { "x": 28, "y": 0.5 }, { "x": 29, "y": 0.526 }, { "x": 30, "y": 0.553 }, { "x": 31, "y": 0.579 }, { "x": 32, "y": 0.609 }, { "x": 33, "y": 0.643 }, { "x": 34, "y": 0.674 }, { "x": 35, "y": 0.697 }, { "x": 36, "y": 0.719 }, { "x": 37, "y": 0.742 }, { "x": 38, "y": 0.765 }, { "x": 39, "y": 0.788 }, { "x": 40, "y": 0.811 }, { "x": 41, "y": 0.831 }, { "x": 42, "y": 0.85 }, { "x": 43, "y": 0.868 }, { "x": 44, "y": 0.882 }, { "x": 45, "y": 0.894 }, { "x": 46, "y": 0.906 }, { "x": 47, "y": 0.918 }, { "x": 48, "y": 0.931 }, { "x": 49, "y": 0.942 }, { "x": 50, "y": 0.953 }, { "x": 51, "y": 0.96 }, { "x": 52, "y": 0.966 }, { "x": 53, "y": 0.972 }, { "x": 54, "y": 0.977 }, { "x": 55, "y": 0.981 }, { "x": 56, "y": 0.986 }, { "x": 57, "y": 0.99 }, { "x": 58, "y": 0.993 }, { "x": 59, "y": 0.997 }, { "x": 60, "y": 0.997 }, { "x": 61, "y": 0.997 }, { "x": 62, "y": 0.997 }, { "x": 63, "y": 0.997 }, { "x": 64, "y": 0.999 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 } ] }, { "id": 306, "curve_id": "E16.31", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Steel buried pipeline", "ci_detail": "30 years - 600 mm diameter - 500 m length", "source_type": "Peer-reviewed", "source_abbrev": "Yoon et al. (2018)", "source_detail": "Yoon, S., Lee, Y., and Jung, H.: A comprehensive framework for seismic risk assessment of urban water transmission networks, International Journal of Disaster Risk Reduction, 31, 983–994, https://doi.org/10.1016/j.ijdrr.2018.09.002, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Structural failure", "source_data_type": "figure_given", "mu": 3.2003055206962543, "sigma": 0.44754148551152362, "method": "Curve fitting", "mu_sigma_quality": 0.99440059787189938, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.200, σ=0.448, R²=0.994; Mu/sigma can be used for reconstruction (quality: 0.994); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "South Korea", "hazard_type": "Earthquake", "num_points": 71, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.01 }, { "x": 2, "y": 0.015 }, { "x": 3, "y": 0.02 }, { "x": 4, "y": 0.026 }, { "x": 5, "y": 0.031 }, { "x": 6, "y": 0.038 }, { "x": 7, "y": 0.046 }, { "x": 8, "y": 0.053 }, { "x": 9, "y": 0.064 }, { "x": 10, "y": 0.079 }, { "x": 11, "y": 0.093 }, { "x": 12, "y": 0.111 }, { "x": 13, "y": 0.129 }, { "x": 14, "y": 0.148 }, { "x": 15, "y": 0.173 }, { "x": 16, "y": 0.2 }, { "x": 17, "y": 0.227 }, { "x": 18, "y": 0.26 }, { "x": 19, "y": 0.292 }, { "x": 20, "y": 0.324 }, { "x": 21, "y": 0.354 }, { "x": 22, "y": 0.384 }, { "x": 23, "y": 0.418 }, { "x": 24, "y": 0.454 }, { "x": 25, "y": 0.49 }, { "x": 26, "y": 0.525 }, { "x": 27, "y": 0.553 }, { "x": 28, "y": 0.581 }, { "x": 29, "y": 0.609 }, { "x": 30, "y": 0.638 }, { "x": 31, "y": 0.668 }, { "x": 32, "y": 0.699 }, { "x": 33, "y": 0.727 }, { "x": 34, "y": 0.753 }, { "x": 35, "y": 0.779 }, { "x": 36, "y": 0.804 }, { "x": 37, "y": 0.825 }, { "x": 38, "y": 0.845 }, { "x": 39, "y": 0.863 }, { "x": 40, "y": 0.878 }, { "x": 41, "y": 0.892 }, { "x": 42, "y": 0.904 }, { "x": 43, "y": 0.917 }, { "x": 44, "y": 0.929 }, { "x": 45, "y": 0.937 }, { "x": 46, "y": 0.946 }, { "x": 47, "y": 0.954 }, { "x": 48, "y": 0.962 }, { "x": 49, "y": 0.969 }, { "x": 50, "y": 0.975 }, { "x": 51, "y": 0.98 }, { "x": 52, "y": 0.982 }, { "x": 53, "y": 0.984 }, { "x": 54, "y": 0.986 }, { "x": 55, "y": 0.989 }, { "x": 56, "y": 0.993 }, { "x": 57, "y": 0.997 }, { "x": 58, "y": 0.998 }, { "x": 59, "y": 0.999 }, { "x": 60, "y": 1 }, { "x": 61, "y": 1 }, { "x": 62, "y": 1 }, { "x": 63, "y": 1 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 } ] }, { "id": 307, "curve_id": "E2.10", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Substation ", "ci_detail": "double-switch; 400 kV; 200 km/h; lattice-frame design", "source_type": "Conference Proceeding", "source_abbrev": "López et al. (2009) ", "source_detail": "López, A. L., Rocha, L. E. P., De León Escobedo, D., and Sesma, J. S.: Reliability and vulnerability analysis of electrical substations and transmission towers for definition of wind and seismic damage maps for Mexico, in: 11th Americas Conference on Wind Engineering, San Juan, Puerto Rico, 22-26 June 2009, 2009.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Structural failure", "source_data_type": "figure_given", "mu": 0.2267433913287295, "sigma": 0.40901901024158255, "method": "Curve fitting", "mu_sigma_quality": 0.98727661026465252, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.227, σ=0.409, R²=0.987; Mu/sigma can be used for reconstruction (quality: 0.987); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral pseudoacceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Earthquake", "num_points": 35, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.013 }, { "x": 0.1, "y": 0.021 }, { "x": 0.15, "y": 0.024 }, { "x": 0.2, "y": 0.028 }, { "x": 0.25, "y": 0.033 }, { "x": 0.3, "y": 0.039 }, { "x": 0.35, "y": 0.04 }, { "x": 0.4, "y": 0.042 }, { "x": 0.45, "y": 0.055 }, { "x": 0.5, "y": 0.067 }, { "x": 0.55, "y": 0.076 }, { "x": 0.6, "y": 0.084 }, { "x": 0.65, "y": 0.093 }, { "x": 0.7, "y": 0.101 }, { "x": 0.75, "y": 0.122 }, { "x": 0.8, "y": 0.143 }, { "x": 0.85, "y": 0.173 }, { "x": 0.9, "y": 0.205 }, { "x": 0.95, "y": 0.244 }, { "x": 1, "y": 0.284 }, { "x": 1.05, "y": 0.316 }, { "x": 1.1, "y": 0.349 }, { "x": 1.15, "y": 0.389 }, { "x": 1.2, "y": 0.43 }, { "x": 1.25, "y": 0.472 }, { "x": 1.3, "y": 0.516 }, { "x": 1.35, "y": 0.558 }, { "x": 1.4, "y": 0.6 }, { "x": 1.45, "y": 0.635 }, { "x": 1.5, "y": 0.67 }, { "x": 1.55, "y": 0.71 }, { "x": 1.6, "y": 0.75 }, { "x": 1.65, "y": 0.789 }, { "x": 1.7, "y": 0.828 } ] }, { "id": 308, "curve_id": "E2.11", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Substation ", "ci_detail": "double-switch; 400 kV; 300 km/h; lattice-frame design", "source_type": "Conference Proceeding", "source_abbrev": "López et al. (2009) ", "source_detail": "López, A. L., Rocha, L. E. P., De León Escobedo, D., and Sesma, J. S.: Reliability and vulnerability analysis of electrical substations and transmission towers for definition of wind and seismic damage maps for Mexico, in: 11th Americas Conference on Wind Engineering, San Juan, Puerto Rico, 22-26 June 2009, 2009.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Structural failure", "source_data_type": "figure_given", "mu": 0.64345442537981223, "sigma": 0.48898052677264997, "method": "Curve fitting", "mu_sigma_quality": 0.99463632856416584, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.643, σ=0.489, R²=0.995; Mu/sigma can be used for reconstruction (quality: 0.995); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral pseudoacceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Earthquake", "num_points": 35, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0.002 }, { "x": 0.4, "y": 0.003 }, { "x": 0.45, "y": 0.008 }, { "x": 0.5, "y": 0.013 }, { "x": 0.55, "y": 0.017 }, { "x": 0.6, "y": 0.02 }, { "x": 0.65, "y": 0.027 }, { "x": 0.7, "y": 0.037 }, { "x": 0.75, "y": 0.047 }, { "x": 0.8, "y": 0.057 }, { "x": 0.85, "y": 0.066 }, { "x": 0.9, "y": 0.074 }, { "x": 0.95, "y": 0.079 }, { "x": 1, "y": 0.085 }, { "x": 1.05, "y": 0.105 }, { "x": 1.1, "y": 0.124 }, { "x": 1.15, "y": 0.141 }, { "x": 1.2, "y": 0.158 }, { "x": 1.25, "y": 0.185 }, { "x": 1.3, "y": 0.211 }, { "x": 1.35, "y": 0.239 }, { "x": 1.4, "y": 0.266 }, { "x": 1.45, "y": 0.288 }, { "x": 1.5, "y": 0.31 }, { "x": 1.55, "y": 0.334 }, { "x": 1.6, "y": 0.36 }, { "x": 1.65, "y": 0.394 }, { "x": 1.7, "y": 0.429 } ] }, { "id": 309, "curve_id": "W6.1", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Overhead lines", "ci_detail": "11-132 kV ", "source_type": "Peer-reviewed", "source_abbrev": "Dunn et al. (2018)", "source_detail": "Dunn, S., Wilkinson, S., Alderson, D., Fowler, H., and Galasso, C.: Fragility Curves for Assessing the Resilience of Electricity Networks Constructed from an Extensive Fault Database, Natural Hazards Review, 19, 1–10, https://doi.org/10.1061/(asce)nh.1527-6996.0000267, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Sufficient damage ", "source_data_type": "formula_available", "mu": 3.5610525701189597, "sigma": 0.0853701868934722, "method": "Curve fitting", "mu_sigma_quality": 0.97802466594708171, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.561, σ=0.085, R²=0.978; Mu/sigma can be used for reconstruction (quality: 0.978); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "United Kingdom", "hazard_type": "Wind", "num_points": 39, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 1.3E-13 }, { "x": 3, "y": 7.81E-12 }, { "x": 4, "y": 1.4067E-10 }, { "x": 5, "y": 1.32513E-09 }, { "x": 6, "y": 8.28149E-09 }, { "x": 7, "y": 3.899334E-08 }, { "x": 8, "y": 1.4923389E-07 }, { "x": 9, "y": 4.8753015E-07 }, { "x": 10, "y": 1.40575622E-06 }, { "x": 11, "y": 3.66393611E-06 }, { "x": 12, "y": 8.78538336E-06 }, { "x": 13, "y": 1.96405953E-05 }, { "x": 14, "y": 4.136594018E-05 }, { "x": 15, "y": 8.275671778E-05 }, { "x": 16, "y": 0.00015831423208 }, { "x": 17, "y": 0.00029117368433 }, { "x": 18, "y": 0.0005171945762 }, { "x": 19, "y": 0.00089055850621 }, { "x": 20, "y": 0.00149129135212 }, { "x": 21, "y": 0.00243520846298 }, { "x": 22, "y": 0.00388687324399 }, { "x": 23, "y": 0.00607626201469 }, { "x": 24, "y": 0.00931994186688 }, { "x": 25, "y": 0.01404769405544 }, { "x": 26, "y": 0.02083565383696 }, { "x": 27, "y": 0.03044718924289 }, { "x": 28, "y": 0.04388290665286 }, { "x": 29, "y": 0.06244135083773 }, { "x": 30, "y": 0.08779216199055 }, { "x": 31, "y": 0.12206366277718 }, { "x": 32, "y": 0.16794707523892 }, { "x": 33, "y": 0.2288198110905 }, { "x": 34, "y": 0.30889054020101 }, { "x": 35, "y": 0.41336902145011 }, { "x": 36, "y": 0.54866397834105 }, { "x": 37, "y": 0.72261261935465 }, { "x": 38, "y": 0.94474574067217 } ] }, { "id": 310, "curve_id": "E1.1", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Small power plants", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -1.02714646457511, "sigma": 0.80361093488413027, "method": "Curve fitting", "mu_sigma_quality": 0.99676714665391164, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.027, σ=0.804, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01973474887225 }, { "x": 0.1, "y": 0.09751313375828 }, { "x": 0.15, "y": 0.18710990745372 }, { "x": 0.2, "y": 0.26723645518451 }, { "x": 0.25, "y": 0.33960536229829 }, { "x": 0.3, "y": 0.40702721664697 }, { "x": 0.35, "y": 0.47058403572562 }, { "x": 0.4, "y": 0.53019101635312 }, { "x": 0.45, "y": 0.58539074849878 }, { "x": 0.5, "y": 0.63579549986731 }, { "x": 0.55, "y": 0.68123902078852 }, { "x": 0.6, "y": 0.72177848040018 }, { "x": 0.65, "y": 0.75764102617084 }, { "x": 0.7, "y": 0.78916182532874 }, { "x": 0.75, "y": 0.81673182723728 }, { "x": 0.8, "y": 0.84075962267496 }, { "x": 0.85, "y": 0.8616461811768 }, { "x": 0.9, "y": 0.8797695985219 }, { "x": 0.95, "y": 0.89547697167983 }, { "x": 1, "y": 0.90908104584109 }, { "x": 1.05, "y": 0.92085988632481 }, { "x": 1.1, "y": 0.93105835213582 }, { "x": 1.15, "y": 0.93989054964389 }, { "x": 1.2, "y": 0.94754273406915 }, { "x": 1.25, "y": 0.95417632653917 }, { "x": 1.3, "y": 0.95993084893062 }, { "x": 1.35, "y": 0.96492666685215 }, { "x": 1.4, "y": 0.96926748751145 }, { "x": 1.45, "y": 0.97304259426467 }, { "x": 1.5, "y": 0.97632882062099 }, { "x": 1.55, "y": 0.97919227830894 }, { "x": 1.6, "y": 0.98168986001999 }, { "x": 1.65, "y": 0.98387053982789 }, { "x": 1.7, "y": 0.98577649447829 }, { "x": 1.75, "y": 0.98744406768613 }, { "x": 1.8, "y": 0.98890459786076 }, { "x": 1.85, "y": 0.99018512767383 }, { "x": 1.9, "y": 0.99130901181739 }, { "x": 1.95, "y": 0.99229643730171 }, { "x": 2, "y": 0.99316486878499 }, { "x": 2.05, "y": 0.99392942974374 }, { "x": 2.1, "y": 0.99460322879371 }, { "x": 2.15, "y": 0.99519763915259 }, { "x": 2.2, "y": 0.99572253808693 }, { "x": 2.25, "y": 0.99618651219082 }, { "x": 2.3, "y": 0.99659703348735 }, { "x": 2.35, "y": 0.99696061060907 }, { "x": 2.4, "y": 0.99728291868464 }, { "x": 2.45, "y": 0.99756891102235 }, { "x": 2.5, "y": 0.99782291522364 }, { "x": 2.55, "y": 0.99804871597021 }, { "x": 2.6, "y": 0.99824962639702 }, { "x": 2.65, "y": 0.99842854968149 }, { "x": 2.7, "y": 0.99858803223986 }, { "x": 2.75, "y": 0.99873030971775 }, { "x": 2.8, "y": 0.99885734678885 }, { "x": 2.85, "y": 0.9989708716282 }, { "x": 2.9, "y": 0.99907240580136 }, { "x": 2.95, "y": 0.99916329020368 }, { "x": 3, "y": 0.9992447075933 }, { "x": 3.05, "y": 0.9993177021838 }, { "x": 3.1, "y": 0.99938319669636 }, { "x": 3.15, "y": 0.99944200721479 }, { "x": 3.2, "y": 0.99949485613877 }, { "x": 3.25, "y": 0.99954238348924 }, { "x": 3.3, "y": 0.99958515678473 }, { "x": 3.35, "y": 0.99962367967712 }, { "x": 3.4, "y": 0.9996583995096 }, { "x": 3.45, "y": 0.99968971393731 }, { "x": 3.5, "y": 0.99971797673199 }, { "x": 3.55, "y": 0.99974350287583 }, { "x": 3.6, "y": 0.99976657303538 }, { "x": 3.65, "y": 0.99978743749439 }, { "x": 3.7, "y": 0.99980631961406 }, { "x": 3.75, "y": 0.99982341887989 }, { "x": 3.8, "y": 0.999838913587 }, { "x": 3.85, "y": 0.99985296320857 }, { "x": 3.9, "y": 0.99986571048659 }, { "x": 3.94999999999999, "y": 0.99987728327908 }, { "x": 3.99999999999999, "y": 0.99988779619318 } ] }, { "id": 311, "curve_id": "E1.2", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Small power plants", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -1.21367055319443, "sigma": 0.786454854049456, "method": "Curve fitting", "mu_sigma_quality": 0.9978589109904471, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.214, σ=0.786, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01422715043389 }, { "x": 0.1, "y": 0.11203146954527 }, { "x": 0.15, "y": 0.22827437046979 }, { "x": 0.2, "y": 0.32728886151188 }, { "x": 0.25, "y": 0.41241191408843 }, { "x": 0.3, "y": 0.48916719829063 }, { "x": 0.35, "y": 0.55941897757212 }, { "x": 0.4, "y": 0.62308990412901 }, { "x": 0.45, "y": 0.67975896037152 }, { "x": 0.5, "y": 0.72929912266095 }, { "x": 0.55, "y": 0.77196847926642 }, { "x": 0.6, "y": 0.80830616983698 }, { "x": 0.65, "y": 0.83899977972422 }, { "x": 0.7, "y": 0.86478088825932 }, { "x": 0.75, "y": 0.88635786505246 }, { "x": 0.8, "y": 0.9043791370443 }, { "x": 0.85, "y": 0.91941733812873 }, { "x": 0.9, "y": 0.93196626873708 }, { "x": 0.95, "y": 0.9424449464498 }, { "x": 1, "y": 0.95120506367073 }, { "x": 1.05, "y": 0.95853964248095 }, { "x": 1.1, "y": 0.96469165269895 }, { "x": 1.15, "y": 0.96986196785249 }, { "x": 1.2, "y": 0.97421639490088 }, { "x": 1.25, "y": 0.97789171672059 }, { "x": 1.3, "y": 0.98100079278586 }, { "x": 1.35, "y": 0.98363681278109 }, { "x": 1.4, "y": 0.98587681483143 }, { "x": 1.45, "y": 0.98778457964096 }, { "x": 1.5, "y": 0.9894130029252 }, { "x": 1.55, "y": 0.99080603616062 }, { "x": 1.6, "y": 0.99200027259941 }, { "x": 1.65, "y": 0.99302624311451 }, { "x": 1.7, "y": 0.99390947537815 }, { "x": 1.75, "y": 0.99467136033381 }, { "x": 1.8, "y": 0.99532986187305 }, { "x": 1.85, "y": 0.99590009894242 }, { "x": 1.9, "y": 0.9963948238071 }, { "x": 1.95, "y": 0.99682481570936 }, { "x": 2, "y": 0.99719920551182 }, { "x": 2.05, "y": 0.99752574396107 }, { "x": 2.1, "y": 0.99781102381811 }, { "x": 2.15, "y": 0.99806066417318 }, { "x": 2.2, "y": 0.99827946370414 }, { "x": 2.25, "y": 0.99847152838012 }, { "x": 2.3, "y": 0.998640378095 }, { "x": 2.35, "y": 0.99878903589312 }, { "x": 2.4, "y": 0.99892010278329 }, { "x": 2.45, "y": 0.99903582059705 }, { "x": 2.5, "y": 0.99913812490812 }, { "x": 2.55, "y": 0.99922868967278 }, { "x": 2.6, "y": 0.99930896495979 }, { "x": 2.65, "y": 0.99938020890064 }, { "x": 2.7, "y": 0.99944351479613 }, { "x": 2.75, "y": 0.99949983415609 }, { "x": 2.8, "y": 0.9995499963174 }, { "x": 2.85, "y": 0.99959472517828 }, { "x": 2.9, "y": 0.9996346534971 }, { "x": 2.95, "y": 0.99967033513099 }, { "x": 3, "y": 0.99970225552838 }, { "x": 3.05, "y": 0.99973084073912 }, { "x": 3.1, "y": 0.99975646516381 }, { "x": 3.15, "y": 0.9997794582292 }, { "x": 3.2, "y": 0.99980011014713 }, { "x": 3.25, "y": 0.99981867689014 }, { "x": 3.3, "y": 0.99983538449662 }, { "x": 3.35, "y": 0.99985043280112 }, { "x": 3.4, "y": 0.99986399867095 }, { "x": 3.45, "y": 0.99987623881833 }, { "x": 3.5, "y": 0.99988729224703 }, { "x": 3.55, "y": 0.9998972823836 }, { "x": 3.6, "y": 0.99990631893644 }, { "x": 3.65, "y": 0.99991449951929 }, { "x": 3.7, "y": 0.99992191107091 }, { "x": 3.75, "y": 0.99992863109779 }, { "x": 3.8, "y": 0.99993472876348 }, { "x": 3.85, "y": 0.99994026584437 }, { "x": 3.9, "y": 0.99994529756936 }, { "x": 3.94999999999999, "y": 0.99994987335822 }, { "x": 3.99999999999999, "y": 0.99995403747172 } ] }, { "id": 312, "curve_id": "E1.3", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Medium/large power plants", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.916426456031537, "sigma": 0.84550503648240649, "method": "Curve fitting", "mu_sigma_quality": 0.99755636727955721, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.916, σ=0.846, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01951709899228 }, { "x": 0.1, "y": 0.09139018734227 }, { "x": 0.15, "y": 0.16673867008388 }, { "x": 0.2, "y": 0.2371658026353 }, { "x": 0.25, "y": 0.30387947638861 }, { "x": 0.3, "y": 0.36742881054956 }, { "x": 0.35, "y": 0.42758924467745 }, { "x": 0.4, "y": 0.483918617972 }, { "x": 0.45, "y": 0.53606019112304 }, { "x": 0.5, "y": 0.5838406579649 }, { "x": 0.55, "y": 0.62726642699185 }, { "x": 0.6, "y": 0.66648282098962 }, { "x": 0.65, "y": 0.70172766795853 }, { "x": 0.7, "y": 0.73329166614919 }, { "x": 0.75, "y": 0.76148866237778 }, { "x": 0.8, "y": 0.78663516290302 }, { "x": 0.85, "y": 0.80903719550719 }, { "x": 0.9, "y": 0.8289825594415 }, { "x": 0.95, "y": 0.84673681333563 }, { "x": 1, "y": 0.86254174391022 }, { "x": 1.05, "y": 0.87661541014206 }, { "x": 1.1, "y": 0.88915313527846 }, { "x": 1.15, "y": 0.9003290244448 }, { "x": 1.2, "y": 0.91029773145807 }, { "x": 1.25, "y": 0.91919629927552 }, { "x": 1.3, "y": 0.92714596673167 }, { "x": 1.35, "y": 0.93425387953894 }, { "x": 1.4, "y": 0.94061467307686 }, { "x": 1.45, "y": 0.94631191334685 }, { "x": 1.5, "y": 0.95141939415934 }, { "x": 1.55, "y": 0.95600229557275 }, { "x": 1.6, "y": 0.9601182124671 }, { "x": 1.65, "y": 0.96381806401381 }, { "x": 1.7, "y": 0.96714689543821 }, { "x": 1.75, "y": 0.97014458334759 }, { "x": 1.8, "y": 0.97284645533685 }, { "x": 1.85, "y": 0.97528383379024 }, { "x": 1.9, "y": 0.97748451290423 }, { "x": 1.95, "y": 0.9794731770418 }, { "x": 2, "y": 0.9812717676436 }, { "x": 2.05, "y": 0.98289980509064 }, { "x": 2.1, "y": 0.98437467115225 }, { "x": 2.15, "y": 0.9857118569652 }, { "x": 2.2, "y": 0.98692518087497 }, { "x": 2.25, "y": 0.98802697992575 }, { "x": 2.3, "y": 0.98902827830468 }, { "x": 2.35, "y": 0.98993893562474 }, { "x": 2.4, "y": 0.99076777756109 }, { "x": 2.45, "y": 0.99152271103374 }, { "x": 2.5, "y": 0.99221082584841 }, { "x": 2.55, "y": 0.99283848446295 }, { "x": 2.6, "y": 0.99341140133374 }, { "x": 2.65, "y": 0.9939347131115 }, { "x": 2.7, "y": 0.99441304079504 }, { "x": 2.75, "y": 0.99485054481138 }, { "x": 2.8, "y": 0.99525097386915 }, { "x": 2.85, "y": 0.99561770832592 }, { "x": 2.9, "y": 0.9959537987184 }, { "x": 2.95, "y": 0.99626200002365 }, { "x": 3, "y": 0.99654480214993 }, { "x": 3.05, "y": 0.9968044570945 }, { "x": 3.1, "y": 0.99704300315256 }, { "x": 3.15, "y": 0.99726228651522 }, { "x": 3.2, "y": 0.99746398055343 }, { "x": 3.25, "y": 0.9976496030496 }, { "x": 3.3, "y": 0.99782053160748 }, { "x": 3.35, "y": 0.99797801744353 }, { "x": 3.4, "y": 0.99812319773938 }, { "x": 3.45, "y": 0.99825710671381 }, { "x": 3.5, "y": 0.99838068555455 }, { "x": 3.55, "y": 0.99849479133377 }, { "x": 3.6, "y": 0.99860020501733 }, { "x": 3.65, "y": 0.99869763866493 }, { "x": 3.7, "y": 0.9987877419076 }, { "x": 3.75, "y": 0.99887110777919 }, { "x": 3.8, "y": 0.99894827796989 }, { "x": 3.85, "y": 0.99901974756235 }, { "x": 3.9, "y": 0.99908596930427 }, { "x": 3.94999999999999, "y": 0.99914735746537 }, { "x": 3.99999999999999, "y": 0.99920429132153 } ] }, { "id": 313, "curve_id": "E1.4", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Medium/large power plants", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.999257037516568, "sigma": 0.79475023177658255, "method": "Curve fitting", "mu_sigma_quality": 0.99684754199329273, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.999, σ=0.795, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01948321434932 }, { "x": 0.1, "y": 0.09426195261444 }, { "x": 0.15, "y": 0.17700796431691 }, { "x": 0.2, "y": 0.25442516003875 }, { "x": 0.25, "y": 0.32627570137052 }, { "x": 0.3, "y": 0.39394139369374 }, { "x": 0.35, "y": 0.4579642611052 }, { "x": 0.4, "y": 0.51811747051815 }, { "x": 0.45, "y": 0.57392152027985 }, { "x": 0.5, "y": 0.62498511442001 }, { "x": 0.55, "y": 0.67113191175165 }, { "x": 0.6, "y": 0.71240209447942 }, { "x": 0.65, "y": 0.74900353308213 }, { "x": 0.7, "y": 0.78125355739897 }, { "x": 0.75, "y": 0.80952864224917 }, { "x": 0.8, "y": 0.83422681319588 }, { "x": 0.85, "y": 0.85574214288001 }, { "x": 0.9, "y": 0.87444890677437 }, { "x": 0.95, "y": 0.89069277682334 }, { "x": 1, "y": 0.90478683083725 }, { "x": 1.05, "y": 0.91701068542576 }, { "x": 1.1, "y": 0.9276115416777 }, { "x": 1.15, "y": 0.9368063140628 }, { "x": 1.2, "y": 0.94478429427535 }, { "x": 1.25, "y": 0.95171000029192 }, { "x": 1.3, "y": 0.95772599680127 }, { "x": 1.35, "y": 0.96295556384245 }, { "x": 1.4, "y": 0.96750514957262 }, { "x": 1.45, "y": 0.97146658058813 }, { "x": 1.5, "y": 0.9749190262468 }, { "x": 1.55, "y": 0.97793072691131 }, { "x": 1.6, "y": 0.98056050331345 }, { "x": 1.65, "y": 0.98285906758533 }, { "x": 1.7, "y": 0.98487015741991 }, { "x": 1.75, "y": 0.98663151429612 }, { "x": 1.8, "y": 0.98817572537288 }, { "x": 1.85, "y": 0.98953094692996 }, { "x": 1.9, "y": 0.99072152536442 }, { "x": 1.95, "y": 0.99176852989334 }, { "x": 2, "y": 0.9926902093533 }, { "x": 2.05, "y": 0.99350238386971 }, { "x": 2.1, "y": 0.99421878071419 }, { "x": 2.15, "y": 0.99485132237749 }, { "x": 2.2, "y": 0.99541037375388 }, { "x": 2.25, "y": 0.99590495434693 }, { "x": 2.3, "y": 0.99634292055456 }, { "x": 2.35, "y": 0.99673112235603 }, { "x": 2.4, "y": 0.99707553809345 }, { "x": 2.45, "y": 0.99738139049986 }, { "x": 2.5, "y": 0.99765324666463 }, { "x": 2.55, "y": 0.99789510423255 }, { "x": 2.6, "y": 0.99811046579731 }, { "x": 2.65, "y": 0.99830240316335 }, { "x": 2.7, "y": 0.99847361290631 }, { "x": 2.75, "y": 0.99862646445448 }, { "x": 2.8, "y": 0.99876304173651 }, { "x": 2.85, "y": 0.99888517929008 }, { "x": 2.9, "y": 0.99899449359739 }, { "x": 2.95, "y": 0.9990924103041 }, { "x": 3, "y": 0.99918018788453 }, { "x": 3.05, "y": 0.99925893823652 }, { "x": 3.1, "y": 0.99932964462094 }, { "x": 3.15, "y": 0.99939317730275 }, { "x": 3.2, "y": 0.99945030720069 }, { "x": 3.25, "y": 0.9995017178101 }, { "x": 3.3, "y": 0.99954801562684 }, { "x": 3.35, "y": 0.99958973926899 }, { "x": 3.4, "y": 0.99962736746614 }, { "x": 3.45, "y": 0.99966132606317 }, { "x": 3.5, "y": 0.99969199416544 }, { "x": 3.55, "y": 0.99971970953533 }, { "x": 3.6, "y": 0.99974477333555 }, { "x": 3.65, "y": 0.99976745430167 }, { "x": 3.7, "y": 0.99978799241591 }, { "x": 3.75, "y": 0.99980660214428 }, { "x": 3.8, "y": 0.9998234752915 }, { "x": 3.85, "y": 0.9998387835208 }, { "x": 3.9, "y": 0.99985268057981 }, { "x": 3.94999999999999, "y": 0.9998653042683 }, { "x": 3.99999999999999, "y": 0.99987677817925 } ] }, { "id": 314, "curve_id": "E12.1", "sector": "Telecommunications", "ci_type": "Others", "ci_desc": "Central offices and broadcasting stations", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.710158654989556, "sigma": 0.90044711913908893, "method": "Curve fitting", "mu_sigma_quality": 0.99983370494140666, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.710, σ=0.900, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01098213977379 }, { "x": 0.1, "y": 0.05150754445005 }, { "x": 0.15, "y": 0.10601375315096 }, { "x": 0.2, "y": 0.16734312726734 }, { "x": 0.25, "y": 0.23082444481608 }, { "x": 0.3, "y": 0.2931663470073 }, { "x": 0.35, "y": 0.35239587585952 }, { "x": 0.4, "y": 0.40751941911366 }, { "x": 0.45, "y": 0.45817014235145 }, { "x": 0.5, "y": 0.50434889120178 }, { "x": 0.55, "y": 0.5462567190835 }, { "x": 0.6, "y": 0.58419293600639 }, { "x": 0.65, "y": 0.61849528244162 }, { "x": 0.7, "y": 0.64950599617586 }, { "x": 0.75, "y": 0.67755344623366 }, { "x": 0.8, "y": 0.70294298907291 }, { "x": 0.85, "y": 0.72595320368044 }, { "x": 0.9, "y": 0.74683519201727 }, { "x": 0.95, "y": 0.76581355830836 }, { "x": 1, "y": 0.78308824152189 }, { "x": 1.05, "y": 0.79883671500817 }, { "x": 1.1, "y": 0.81321627307812 }, { "x": 1.15, "y": 0.82636624884603 }, { "x": 1.2, "y": 0.83841008263797 }, { "x": 1.25, "y": 0.84945720490461 }, { "x": 1.3, "y": 0.85960472361972 }, { "x": 1.35, "y": 0.86893892080869 }, { "x": 1.4, "y": 0.87753657058893 }, { "x": 1.45, "y": 0.88546609467536 }, { "x": 1.5, "y": 0.89278857241877 }, { "x": 1.55, "y": 0.89955862215885 }, { "x": 1.6, "y": 0.90582516963788 }, { "x": 1.65, "y": 0.9116321178284 }, { "x": 1.7, "y": 0.91701893101418 }, { "x": 1.75, "y": 0.92202114446358 }, { "x": 1.8, "y": 0.92667080962098 }, { "x": 1.85, "y": 0.93099688345182 }, { "x": 1.9, "y": 0.93502556942228 }, { "x": 1.95, "y": 0.93878061657624 }, { "x": 2, "y": 0.94228358228249 }, { "x": 2.05, "y": 0.94555406345264 }, { "x": 2.1, "y": 0.94860990036374 }, { "x": 2.15, "y": 0.95146735664512 }, { "x": 2.2, "y": 0.95414127849649 }, { "x": 2.25, "y": 0.95664523578126 }, { "x": 2.3, "y": 0.95899164727678 }, { "x": 2.35, "y": 0.96119189205306 }, { "x": 2.4, "y": 0.96325640868506 }, { "x": 2.45, "y": 0.96519478377628 }, { "x": 2.5, "y": 0.96701583107502 }, { "x": 2.55, "y": 0.96872766229737 }, { "x": 2.6, "y": 0.97033775062609 }, { "x": 2.65, "y": 0.97185298773047 }, { "x": 2.7, "y": 0.97327973504507 }, { "x": 2.75, "y": 0.97462386995269 }, { "x": 2.8, "y": 0.97589082743723 }, { "x": 2.85, "y": 0.97708563770251 }, { "x": 2.9, "y": 0.97821296019351 }, { "x": 2.95, "y": 0.9792771144041 }, { "x": 3, "y": 0.98028210781018 }, { "x": 3.05, "y": 0.9812316612275 }, { "x": 3.1, "y": 0.98212923185906 }, { "x": 3.15, "y": 0.98297803426688 }, { "x": 3.2, "y": 0.98378105947641 }, { "x": 3.25, "y": 0.98454109239888 }, { "x": 3.3, "y": 0.98526072773643 }, { "x": 3.35, "y": 0.98594238451701 }, { "x": 3.4, "y": 0.98658831939049 }, { "x": 3.45, "y": 0.98720063880302 }, { "x": 3.5, "y": 0.98778131015509 }, { "x": 3.55, "y": 0.98833217203709 }, { "x": 3.6, "y": 0.98885494362731 }, { "x": 3.65, "y": 0.98935123332804 }, { "x": 3.7, "y": 0.98982254670837 }, { "x": 3.75, "y": 0.99027029381525 }, { "x": 3.8, "y": 0.99069579590828 }, { "x": 3.85, "y": 0.99110029166863 }, { "x": 3.9, "y": 0.99148494292729 }, { "x": 3.94999999999999, "y": 0.9918508399537 }, { "x": 3.99999999999999, "y": 0.99219900634215 } ] }, { "id": 315, "curve_id": "E12.2", "sector": "Telecommunications", "ci_type": "Others", "ci_desc": "Central offices and broadcasting stations", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.957879476066847, "sigma": 0.89717214426978231, "method": "Curve fitting", "mu_sigma_quality": 0.99983220107228421, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.958, σ=0.897, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00636616293391 }, { "x": 0.1, "y": 0.05728593217696 }, { "x": 0.15, "y": 0.13863576584051 }, { "x": 0.2, "y": 0.22910891273983 }, { "x": 0.25, "y": 0.3169126673605 }, { "x": 0.3, "y": 0.39630464867495 }, { "x": 0.35, "y": 0.46563871197213 }, { "x": 0.4, "y": 0.52535101421988 }, { "x": 0.45, "y": 0.57664202160842 }, { "x": 0.5, "y": 0.62083269135887 }, { "x": 0.55, "y": 0.65911449281743 }, { "x": 0.6, "y": 0.69248358159082 }, { "x": 0.65, "y": 0.72174779560945 }, { "x": 0.7, "y": 0.74755614013286 }, { "x": 0.75, "y": 0.77043070083016 }, { "x": 0.8, "y": 0.79079428818539 }, { "x": 0.85, "y": 0.80899246838485 }, { "x": 0.9, "y": 0.82531050783573 }, { "x": 0.95, "y": 0.83998623136786 }, { "x": 1, "y": 0.85321976191334 }, { "x": 1.05, "y": 0.86518093281319 }, { "x": 1.1, "y": 0.87601497622547 }, { "x": 1.15, "y": 0.88584693362385 }, { "x": 1.2, "y": 0.89478511360813 }, { "x": 1.25, "y": 0.90292383340032 }, { "x": 1.3, "y": 0.91034561628331 }, { "x": 1.35, "y": 0.91712297130781 }, { "x": 1.4, "y": 0.92331984869994 }, { "x": 1.45, "y": 0.92899284075201 }, { "x": 1.5, "y": 0.93419218086032 }, { "x": 1.55, "y": 0.93896258087769 }, { "x": 1.6, "y": 0.94334393774148 }, { "x": 1.65, "y": 0.94737193348622 }, { "x": 1.7, "y": 0.95107854759967 }, { "x": 1.75, "y": 0.95449249677106 }, { "x": 1.8, "y": 0.95763961408203 }, { "x": 1.85, "y": 0.96054317737048 }, { "x": 1.9, "y": 0.96322419468496 }, { "x": 1.95, "y": 0.96570165331941 }, { "x": 2, "y": 0.96799273778341 }, { "x": 2.05, "y": 0.9701130211555 }, { "x": 2.1, "y": 0.97207663353421 }, { "x": 2.15, "y": 0.97389641070695 }, { "x": 2.2, "y": 0.97558402567071 }, { "x": 2.25, "y": 0.97715010523846 }, { "x": 2.3, "y": 0.97860433363455 }, { "x": 2.35, "y": 0.97995554470695 }, { "x": 2.4, "y": 0.98121180415447 }, { "x": 2.45, "y": 0.98238048297351 }, { "x": 2.5, "y": 0.98346832316598 }, { "x": 2.55, "y": 0.98448149661171 }, { "x": 2.6, "y": 0.98542565789111 }, { "x": 2.65, "y": 0.98630599174348 }, { "x": 2.7, "y": 0.98712725575989 }, { "x": 2.75, "y": 0.98789381883622 }, { "x": 2.8, "y": 0.98860969584729 }, { "x": 2.85, "y": 0.98927857894838 }, { "x": 2.9, "y": 0.98990386586225 }, { "x": 2.95, "y": 0.9904886854681 }, { "x": 3, "y": 0.99103592097258 }, { "x": 3.05, "y": 0.9915482309114 }, { "x": 3.1, "y": 0.99202806820189 }, { "x": 3.15, "y": 0.99247769744283 }, { "x": 3.2, "y": 0.99289921063634 }, { "x": 3.25, "y": 0.99329454148744 }, { "x": 3.3, "y": 0.9936654784207 }, { "x": 3.35, "y": 0.99401367643823 }, { "x": 3.4, "y": 0.99434066793045 }, { "x": 3.45, "y": 0.99464787253949 }, { "x": 3.5, "y": 0.99493660616472 }, { "x": 3.55, "y": 0.99520808919093 }, { "x": 3.6, "y": 0.99546345401137 }, { "x": 3.65, "y": 0.99570375191079 }, { "x": 3.7, "y": 0.99592995936711 }, { "x": 3.75, "y": 0.99614298382448 }, { "x": 3.8, "y": 0.99634366898557 }, { "x": 3.85, "y": 0.99653279966594 }, { "x": 3.9, "y": 0.99671110624971 }, { "x": 3.94999999999999, "y": 0.99687926878146 }, { "x": 3.99999999999999, "y": 0.99703792072641 } ] }, { "id": 316, "curve_id": "E13.1", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground concrete tank, anchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.277924539093395, "sigma": 0.86457268434397749, "method": "Curve fitting", "mu_sigma_quality": 0.99950323935238272, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.278, σ=0.865, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00036024316823 }, { "x": 0.1, "y": 0.00953418793928 }, { "x": 0.15, "y": 0.03642468487406 }, { "x": 0.2, "y": 0.07504849504293 }, { "x": 0.25, "y": 0.11786820263802 }, { "x": 0.3, "y": 0.16094595655457 }, { "x": 0.35, "y": 0.20285843484816 }, { "x": 0.4, "y": 0.24327835500702 }, { "x": 0.45, "y": 0.28222393633408 }, { "x": 0.5, "y": 0.3197637978032 }, { "x": 0.55, "y": 0.3559326436482 }, { "x": 0.6, "y": 0.39072575384196 }, { "x": 0.65, "y": 0.42411519865507 }, { "x": 0.7, "y": 0.45606684875569 }, { "x": 0.75, "y": 0.48655235278224 }, { "x": 0.8, "y": 0.51555577761647 }, { "x": 0.85, "y": 0.54307619770949 }, { "x": 0.9, "y": 0.56912766314281 }, { "x": 0.95, "y": 0.59373768424711 }, { "x": 1, "y": 0.61694502052929 }, { "x": 1.05, "y": 0.63879727168567 }, { "x": 1.1, "y": 0.65934855936963 }, { "x": 1.15, "y": 0.67865744901957 }, { "x": 1.2, "y": 0.69678517355257 }, { "x": 1.25, "y": 0.71379416893693 }, { "x": 1.3, "y": 0.72974690323546 }, { "x": 1.35, "y": 0.7447049669589 }, { "x": 1.4, "y": 0.75872838764354 }, { "x": 1.45, "y": 0.77187513167816 }, { "x": 1.5, "y": 0.78420075917061 }, { "x": 1.55, "y": 0.79575820160899 }, { "x": 1.6, "y": 0.80659763638552 }, { "x": 1.65, "y": 0.81676643643836 }, { "x": 1.7, "y": 0.82630917708816 }, { "x": 1.75, "y": 0.83526768550217 }, { "x": 1.8, "y": 0.84368112108877 }, { "x": 1.85, "y": 0.85158607753428 }, { "x": 1.9, "y": 0.85901669918623 }, { "x": 1.95, "y": 0.86600480611584 }, { "x": 2, "y": 0.87258002351174 }, { "x": 2.05, "y": 0.87876991211592 }, { "x": 2.1, "y": 0.88460009725675 }, { "x": 2.15, "y": 0.89009439470141 }, { "x": 2.2, "y": 0.89527493207425 }, { "x": 2.25, "y": 0.9001622649955 }, { "x": 2.3, "y": 0.90477548741002 }, { "x": 2.35, "y": 0.90913233581666 }, { "x": 2.4, "y": 0.91324928729071 }, { "x": 2.45, "y": 0.91714165132699 }, { "x": 2.5, "y": 0.92082365562995 }, { "x": 2.55, "y": 0.92430852604722 }, { "x": 2.6, "y": 0.92760856089067 }, { "x": 2.65, "y": 0.93073519991978 }, { "x": 2.7, "y": 0.93369908827996 }, { "x": 2.75, "y": 0.93651013569581 }, { "x": 2.8, "y": 0.93917757122021 }, { "x": 2.85, "y": 0.94170999383461 }, { "x": 2.9, "y": 0.94411541918753 }, { "x": 2.95, "y": 0.94640132274661 }, { "x": 3, "y": 0.94857467962623 }, { "x": 3.05, "y": 0.9506420013389 }, { "x": 3.1, "y": 0.95260936970336 }, { "x": 3.15, "y": 0.9544824681281 }, { "x": 3.2, "y": 0.9562666104738 }, { "x": 3.25, "y": 0.95796676768458 }, { "x": 3.3, "y": 0.95958759236365 }, { "x": 3.35, "y": 0.96113344145648 }, { "x": 3.4, "y": 0.96260839719179 }, { "x": 3.45, "y": 0.9640162864195 }, { "x": 3.5, "y": 0.9653606984735 }, { "x": 3.55, "y": 0.9666450016773 }, { "x": 3.6, "y": 0.96787235860082 }, { "x": 3.65, "y": 0.96904574016844 }, { "x": 3.7, "y": 0.97016793870949 }, { "x": 3.75, "y": 0.97124158003585 }, { "x": 3.8, "y": 0.97226913462351 }, { "x": 3.85, "y": 0.97325292796951 }, { "x": 3.9, "y": 0.97419515018902 }, { "x": 3.94999999999999, "y": 0.97509786491259 }, { "x": 3.99999999999999, "y": 0.97596301753844 } ] }, { "id": 317, "curve_id": "E13.2", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground concrete tank, unanchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.567838928234729, "sigma": 0.76968758687164884, "method": "Curve fitting", "mu_sigma_quality": 0.99841136848455792, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.568, σ=0.770, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00275351151027 }, { "x": 0.1, "y": 0.02967883436081 }, { "x": 0.15, "y": 0.07590182981087 }, { "x": 0.2, "y": 0.12675091702816 }, { "x": 0.25, "y": 0.17751539075149 }, { "x": 0.3, "y": 0.22776375863307 }, { "x": 0.35, "y": 0.27769942419286 }, { "x": 0.4, "y": 0.32722259049489 }, { "x": 0.45, "y": 0.37593146088272 }, { "x": 0.5, "y": 0.42330273552568 }, { "x": 0.55, "y": 0.46883504618436 }, { "x": 0.6, "y": 0.51212479761355 }, { "x": 0.65, "y": 0.55289143738856 }, { "x": 0.7, "y": 0.59097354949493 }, { "x": 0.75, "y": 0.6263113367347 }, { "x": 0.8, "y": 0.65892484139268 }, { "x": 0.85, "y": 0.68889280892731 }, { "x": 0.9, "y": 0.71633437141598 }, { "x": 0.95, "y": 0.7413942117905 }, { "x": 1, "y": 0.76423110755095 }, { "x": 1.05, "y": 0.78500942271017 }, { "x": 1.1, "y": 0.80389301832775 }, { "x": 1.15, "y": 0.82104106751488 }, { "x": 1.2, "y": 0.83660532491496 }, { "x": 1.25, "y": 0.85072847910945 }, { "x": 1.3, "y": 0.8635432925092 }, { "x": 1.35, "y": 0.87517230002566 }, { "x": 1.4, "y": 0.88572789311726 }, { "x": 1.45, "y": 0.89531266001838 }, { "x": 1.5, "y": 0.90401988744059 }, { "x": 1.55, "y": 0.9119341554361 }, { "x": 1.6, "y": 0.91913197703315 }, { "x": 1.65, "y": 0.92568244909457 }, { "x": 1.7, "y": 0.93164789178398 }, { "x": 1.75, "y": 0.93708446198466 }, { "x": 1.8, "y": 0.94204273174404 }, { "x": 1.85, "y": 0.94656822687889 }, { "x": 1.9, "y": 0.9507019237093 }, { "x": 1.95, "y": 0.95448070382112 }, { "x": 2, "y": 0.95793776803302 }, { "x": 2.05, "y": 0.96110301155056 }, { "x": 2.1, "y": 0.96400336276016 }, { "x": 2.15, "y": 0.96666308835175 }, { "x": 2.2, "y": 0.96910406753305 }, { "x": 2.25, "y": 0.9713460380638 }, { "x": 2.3, "y": 0.97340681673344 }, { "x": 2.35, "y": 0.97530249675812 }, { "x": 2.4, "y": 0.97704762440119 }, { "x": 2.45, "y": 0.97865535693956 }, { "x": 2.5, "y": 0.98013760391555 }, { "x": 2.55, "y": 0.98150515343518 }, { "x": 2.6, "y": 0.98276778510456 }, { "x": 2.65, "y": 0.98393437103686 }, { "x": 2.7, "y": 0.98501296621563 }, { "x": 2.75, "y": 0.98601088936543 }, { "x": 2.8, "y": 0.98693479535812 }, { "x": 2.85, "y": 0.9877907400726 }, { "x": 2.9, "y": 0.98858423852559 }, { "x": 2.95, "y": 0.98932031700184 }, { "x": 3, "y": 0.99000355983166 }, { "x": 3.05, "y": 0.99063815139228 }, { "x": 3.1, "y": 0.99122791384584 }, { "x": 3.15, "y": 0.99177634106967 }, { "x": 3.2, "y": 0.99228662918464 }, { "x": 3.25, "y": 0.99276170404188 }, { "x": 3.3, "y": 0.9932042459889 }, { "x": 3.35, "y": 0.99361671220051 }, { "x": 3.4, "y": 0.99400135682874 }, { "x": 3.45, "y": 0.99436024919802 }, { "x": 3.5, "y": 0.99469529024748 }, { "x": 3.55, "y": 0.99500822739998 }, { "x": 3.6, "y": 0.9953006680184 }, { "x": 3.65, "y": 0.99557409159226 }, { "x": 3.7, "y": 0.99582986078246 }, { "x": 3.75, "y": 0.99606923143852 }, { "x": 3.8, "y": 0.99629336169026 }, { "x": 3.85, "y": 0.99650332020548 }, { "x": 3.9, "y": 0.99670009369532 }, { "x": 3.94999999999999, "y": 0.99688459374073 }, { "x": 3.99999999999999, "y": 0.99705766300578 } ] }, { "id": 318, "curve_id": "E13.3", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground steel tank, anchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.0575114288181579, "sigma": 0.80399270650835142, "method": "Curve fitting", "mu_sigma_quality": 0.99897379429070088, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.058, σ=0.804, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0002133158607 }, { "x": 0.1, "y": 0.00520084995203 }, { "x": 0.15, "y": 0.0201092975535 }, { "x": 0.2, "y": 0.04305446022424 }, { "x": 0.25, "y": 0.07071600537524 }, { "x": 0.3, "y": 0.10088952563606 }, { "x": 0.35, "y": 0.13237276659854 }, { "x": 0.4, "y": 0.16450932969874 }, { "x": 0.45, "y": 0.19689874631479 }, { "x": 0.5, "y": 0.22925794809945 }, { "x": 0.55, "y": 0.26136370791438 }, { "x": 0.6, "y": 0.29303100086874 }, { "x": 0.65, "y": 0.32410530546915 }, { "x": 0.7, "y": 0.35445946858355 }, { "x": 0.75, "y": 0.38399159675083 }, { "x": 0.8, "y": 0.41262287913363 }, { "x": 0.85, "y": 0.44029516393052 }, { "x": 0.9, "y": 0.4669683935273 }, { "x": 0.95, "y": 0.49261804829133 }, { "x": 1, "y": 0.51723271778573 }, { "x": 1.05, "y": 0.54081187347009 }, { "x": 1.1, "y": 0.56336387904398 }, { "x": 1.15, "y": 0.58490424774572 }, { "x": 1.2, "y": 0.6054541389391 }, { "x": 1.25, "y": 0.62503907670039 }, { "x": 1.3, "y": 0.64368786850094 }, { "x": 1.35, "y": 0.66143170064678 }, { "x": 1.4, "y": 0.67830338760392 }, { "x": 1.45, "y": 0.69433675385165 }, { "x": 1.5, "y": 0.70956612892091 }, { "x": 1.55, "y": 0.72402593845723 }, { "x": 1.6, "y": 0.73775037630134 }, { "x": 1.65, "y": 0.75077314460083 }, { "x": 1.7, "y": 0.76312725080056 }, { "x": 1.75, "y": 0.77484485199091 }, { "x": 1.8, "y": 0.78595713852328 }, { "x": 1.85, "y": 0.79649425004248 }, { "x": 1.9, "y": 0.80648521815411 }, { "x": 1.95, "y": 0.81595793085937 }, { "x": 2, "y": 0.82493911466984 }, { "x": 2.05, "y": 0.83345433097732 }, { "x": 2.1, "y": 0.84152798381606 }, { "x": 2.15, "y": 0.84918333662969 }, { "x": 2.2, "y": 0.8564425360572 }, { "x": 2.25, "y": 0.86332664109038 }, { "x": 2.3, "y": 0.8698556562407 }, { "x": 2.35, "y": 0.87604856759339 }, { "x": 2.4, "y": 0.88192338082786 }, { "x": 2.45, "y": 0.88749716045288 }, { "x": 2.5, "y": 0.89278606964632 }, { "x": 2.55, "y": 0.89780541020803 }, { "x": 2.6, "y": 0.90256966223295 }, { "x": 2.65, "y": 0.9070925231946 }, { "x": 2.7, "y": 0.91138694619696 }, { "x": 2.75, "y": 0.91546517721016 }, { "x": 2.8, "y": 0.91933879115228 }, { "x": 2.85, "y": 0.92301872671809 }, { "x": 2.9, "y": 0.92651531988767 }, { "x": 2.95, "y": 0.92983833607372 }, { "x": 3, "y": 0.93299700088725 }, { "x": 3.05, "y": 0.93600002951869 }, { "x": 3.1, "y": 0.93885565474456 }, { "x": 3.15, "y": 0.94157165358121 }, { "x": 3.2, "y": 0.94415537261462 }, { "x": 3.25, "y": 0.9466137520425 }, { "x": 3.3, "y": 0.94895334846904 }, { "x": 3.35, "y": 0.9511803564964 }, { "x": 3.4, "y": 0.95330062915914 }, { "x": 3.45, "y": 0.95531969724934 }, { "x": 3.5, "y": 0.95724278758076 }, { "x": 3.55, "y": 0.95907484024036 }, { "x": 3.6, "y": 0.96082052487542 }, { "x": 3.65, "y": 0.96248425606324 }, { "x": 3.7, "y": 0.96407020780991 }, { "x": 3.75, "y": 0.96558232722289 }, { "x": 3.8, "y": 0.967024347401 }, { "x": 3.85, "y": 0.96839979958374 }, { "x": 3.9, "y": 0.96971202460017 }, { "x": 3.94999999999999, "y": 0.97096418365605 }, { "x": 3.99999999999999, "y": 0.9721592684962 } ] }, { "id": 319, "curve_id": "E13.4", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground steel tank, unanchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.679927184718317, "sigma": 0.91758718634197867, "method": "Curve fitting", "mu_sigma_quality": 0.99900513035359517, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.680, σ=0.918, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01002759129829 }, { "x": 0.1, "y": 0.05628672577798 }, { "x": 0.15, "y": 0.11693554632803 }, { "x": 0.2, "y": 0.17901538535029 }, { "x": 0.25, "y": 0.23887610661996 }, { "x": 0.3, "y": 0.2954987708522 }, { "x": 0.35, "y": 0.34858702844419 }, { "x": 0.4, "y": 0.39808406085212 }, { "x": 0.45, "y": 0.44404181082674 }, { "x": 0.5, "y": 0.48657603826555 }, { "x": 0.55, "y": 0.52584347268668 }, { "x": 0.6, "y": 0.56202623257664 }, { "x": 0.65, "y": 0.59532011488964 }, { "x": 0.7, "y": 0.62592581109645 }, { "x": 0.75, "y": 0.65404253499208 }, { "x": 0.8, "y": 0.67986360286559 }, { "x": 0.85, "y": 0.70357353774624 }, { "x": 0.9, "y": 0.7253463231556 }, { "x": 0.95, "y": 0.74534449776773 }, { "x": 1, "y": 0.76371884765626 }, { "x": 1.05, "y": 0.7806085102914 }, { "x": 1.1, "y": 0.7961413517452 }, { "x": 1.15, "y": 0.81043451585126 }, { "x": 1.2, "y": 0.82359507263817 }, { "x": 1.25, "y": 0.83572071481568 }, { "x": 1.3, "y": 0.84690046696433 }, { "x": 1.35, "y": 0.85721538367301 }, { "x": 1.4, "y": 0.86673922124103 }, { "x": 1.45, "y": 0.87553907353829 }, { "x": 1.5, "y": 0.88367596683067 }, { "x": 1.55, "y": 0.89120541130262 }, { "x": 1.6, "y": 0.89817790899893 }, { "x": 1.65, "y": 0.90463941922492 }, { "x": 1.7, "y": 0.91063178328113 }, { "x": 1.75, "y": 0.91619311090455 }, { "x": 1.8, "y": 0.92135813104771 }, { "x": 1.85, "y": 0.9261585097215 }, { "x": 1.9, "y": 0.93062313761285 }, { "x": 1.95, "y": 0.93477839010076 }, { "x": 2, "y": 0.93864836216279 }, { "x": 2.05, "y": 0.94225508050603 }, { "x": 2.1, "y": 0.94561869508703 }, { "x": 2.15, "y": 0.94875765201218 }, { "x": 2.2, "y": 0.95168884963969 }, { "x": 2.25, "y": 0.95442777954123 }, { "x": 2.3, "y": 0.95698865382682 }, { "x": 2.35, "y": 0.95938452019336 }, { "x": 2.4, "y": 0.96162736592389 }, { "x": 2.45, "y": 0.96372821194356 }, { "x": 2.5, "y": 0.9656971979271 }, { "x": 2.55, "y": 0.96754365935197 }, { "x": 2.6, "y": 0.96927619730047 }, { "x": 2.65, "y": 0.97090274173173 }, { "x": 2.7, "y": 0.97243060887088 }, { "x": 2.75, "y": 0.97386655329599 }, { "x": 2.8, "y": 0.97521681524396 }, { "x": 2.85, "y": 0.97648716360298 }, { "x": 2.9, "y": 0.97768293501134 }, { "x": 2.95, "y": 0.97880906943955 }, { "x": 3, "y": 0.97987014259414 }, { "x": 3.05, "y": 0.98087039544746 }, { "x": 3.1, "y": 0.98181376116676 }, { "x": 3.15, "y": 0.98270388968846 }, { "x": 3.2, "y": 0.9835441701589 }, { "x": 3.25, "y": 0.9843377514407 }, { "x": 3.3, "y": 0.98508756086414 }, { "x": 3.35, "y": 0.98579632138535 }, { "x": 3.4, "y": 0.98646656729704 }, { "x": 3.45, "y": 0.98710065862355 }, { "x": 3.5, "y": 0.98770079431889 }, { "x": 3.55, "y": 0.98826902437525 }, { "x": 3.6, "y": 0.9888072609391 }, { "x": 3.65, "y": 0.98931728852261 }, { "x": 3.7, "y": 0.9898007733901 }, { "x": 3.75, "y": 0.99025927219125 }, { "x": 3.8, "y": 0.99069423990681 }, { "x": 3.85, "y": 0.99110703716559 }, { "x": 3.9, "y": 0.99149893698684 }, { "x": 3.94999999999999, "y": 0.9918711309967 }, { "x": 3.99999999999999, "y": 0.99222473516312 } ] }, { "id": 320, "curve_id": "E13.5", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Above-ground steel tank", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.216065223635241, "sigma": 0.84040984628035165, "method": "Curve fitting", "mu_sigma_quality": 0.99730446410664586, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.216, σ=0.840, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00078107094938 }, { "x": 0.1, "y": 0.01807377733116 }, { "x": 0.15, "y": 0.05497329079995 }, { "x": 0.2, "y": 0.09368774885238 }, { "x": 0.25, "y": 0.12849154295788 }, { "x": 0.3, "y": 0.16090999926696 }, { "x": 0.35, "y": 0.19299670564805 }, { "x": 0.4, "y": 0.22569204769072 }, { "x": 0.45, "y": 0.2590589563942 }, { "x": 0.5, "y": 0.2927522748702 }, { "x": 0.55, "y": 0.32632696856983 }, { "x": 0.6, "y": 0.35938344417315 }, { "x": 0.65, "y": 0.39161528984214 }, { "x": 0.7, "y": 0.42281064901393 }, { "x": 0.75, "y": 0.4528363107441 }, { "x": 0.8, "y": 0.48161842003673 }, { "x": 0.85, "y": 0.50912537435402 }, { "x": 0.9, "y": 0.53535446382526 }, { "x": 0.95, "y": 0.56032213005903 }, { "x": 1, "y": 0.58405716056038 }, { "x": 1.05, "y": 0.60659606645684 }, { "x": 1.1, "y": 0.62798000130183 }, { "x": 1.15, "y": 0.6482527302226 }, { "x": 1.2, "y": 0.66745929738709 }, { "x": 1.25, "y": 0.68564514957503 }, { "x": 1.3, "y": 0.70285555419413 }, { "x": 1.35, "y": 0.71913520640389 }, { "x": 1.4, "y": 0.73452795805943 }, { "x": 1.45, "y": 0.74907662620602 }, { "x": 1.5, "y": 0.76282285492354 }, { "x": 1.55, "y": 0.77580701441627 }, { "x": 1.6, "y": 0.78806812745081 }, { "x": 1.65, "y": 0.79964381697533 }, { "x": 1.7, "y": 0.81057027094132 }, { "x": 1.75, "y": 0.82088222160169 }, { "x": 1.8, "y": 0.83061293725862 }, { "x": 1.85, "y": 0.83979422482148 }, { "x": 1.9, "y": 0.84845644175168 }, { "x": 1.95, "y": 0.8566285161032 }, { "x": 2, "y": 0.86433797346162 }, { "x": 2.05, "y": 0.87161096966506 }, { "x": 2.1, "y": 0.87847232827044 }, { "x": 2.15, "y": 0.88494558181093 }, { "x": 2.2, "y": 0.8910530159763 }, { "x": 2.25, "y": 0.89681571593618 }, { "x": 2.3, "y": 0.90225361411384 }, { "x": 2.35, "y": 0.90738553880411 }, { "x": 2.4, "y": 0.91222926311125 }, { "x": 2.45, "y": 0.91680155375962 }, { "x": 2.5, "y": 0.92111821940108 }, { "x": 2.55, "y": 0.92519415810811 }, { "x": 2.6, "y": 0.92904340379955 }, { "x": 2.65, "y": 0.93267917139788 }, { "x": 2.7, "y": 0.93611390056213 }, { "x": 2.75, "y": 0.93935929788011 }, { "x": 2.8, "y": 0.9424263774378 }, { "x": 2.85, "y": 0.94532549971246 }, { "x": 2.9, "y": 0.94806640876091 }, { "x": 2.95, "y": 0.95065826769446 }, { "x": 3, "y": 0.9531096924492 }, { "x": 3.05, "y": 0.9554287838741 }, { "x": 3.1, "y": 0.95762315817018 }, { "x": 3.15, "y": 0.95969997572301 }, { "x": 3.2, "y": 0.96166596837741 }, { "x": 3.25, "y": 0.96352746520816 }, { "x": 3.3, "y": 0.96529041684409 }, { "x": 3.35, "y": 0.96696041840533 }, { "x": 3.4, "y": 0.96854273111478 }, { "x": 3.45, "y": 0.97004230264527 }, { "x": 3.5, "y": 0.97146378626388 }, { "x": 3.55, "y": 0.97281155883392 }, { "x": 3.6, "y": 0.9740897377342 }, { "x": 3.65, "y": 0.97530219675338 }, { "x": 3.7, "y": 0.97645258101565 }, { "x": 3.75, "y": 0.977544320992 }, { "x": 3.8, "y": 0.97858064564915 }, { "x": 3.85, "y": 0.97956459478615 }, { "x": 3.9, "y": 0.98049903060623 }, { "x": 3.94999999999999, "y": 0.98138664856958 }, { "x": 3.99999999999999, "y": 0.98222998757007 } ] }, { "id": 321, "curve_id": "E13.6", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground wood tank", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.65251319096807, "sigma": 0.85404219392484437, "method": "Curve fitting", "mu_sigma_quality": 0.99946723154827821, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.653, σ=0.854, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00513468987952 }, { "x": 0.1, "y": 0.0413035762383 }, { "x": 0.15, "y": 0.09436371059288 }, { "x": 0.2, "y": 0.15149606657458 }, { "x": 0.25, "y": 0.20957730059491 }, { "x": 0.3, "y": 0.26722881187317 }, { "x": 0.35, "y": 0.32328340197991 }, { "x": 0.4, "y": 0.37681477912482 }, { "x": 0.45, "y": 0.42721170552404 }, { "x": 0.5, "y": 0.47415287041555 }, { "x": 0.55, "y": 0.51753869841831 }, { "x": 0.6, "y": 0.55742120612038 }, { "x": 0.65, "y": 0.59394721894519 }, { "x": 0.7, "y": 0.62731718924808 }, { "x": 0.75, "y": 0.65775719646855 }, { "x": 0.8, "y": 0.68550078916447 }, { "x": 0.85, "y": 0.71077772457728 }, { "x": 0.9, "y": 0.73380736082245 }, { "x": 0.95, "y": 0.75479510302474 }, { "x": 1, "y": 0.77393080693186 }, { "x": 1.05, "y": 0.79138840518068 }, { "x": 1.1, "y": 0.80732627161411 }, { "x": 1.15, "y": 0.82188800827067 }, { "x": 1.2, "y": 0.83520345252536 }, { "x": 1.25, "y": 0.84738977642646 }, { "x": 1.3, "y": 0.85855259918581 }, { "x": 1.35, "y": 0.8687870656479 }, { "x": 1.4, "y": 0.8781788641602 }, { "x": 1.45, "y": 0.88680517043939 }, { "x": 1.5, "y": 0.8947355123216 }, { "x": 1.55, "y": 0.90203255538586 }, { "x": 1.6, "y": 0.90875281245954 }, { "x": 1.65, "y": 0.91494728168937 }, { "x": 1.7, "y": 0.92066201867452 }, { "x": 1.75, "y": 0.92593864842983 }, { "x": 1.8, "y": 0.93081482288627 }, { "x": 1.85, "y": 0.93532462937991 }, { "x": 1.9, "y": 0.93949895521845 }, { "x": 1.95, "y": 0.94336581300288 }, { "x": 2, "y": 0.94695063095716 }, { "x": 2.05, "y": 0.95027651210216 }, { "x": 2.1, "y": 0.95336446571538 }, { "x": 2.15, "y": 0.95623361415046 }, { "x": 2.2, "y": 0.95890137775464 }, { "x": 2.25, "y": 0.96138364031758 }, { "x": 2.3, "y": 0.96369489721118 }, { "x": 2.35, "y": 0.96584838813504 }, { "x": 2.4, "y": 0.96785621616388 }, { "x": 2.45, "y": 0.96972945459963 }, { "x": 2.5, "y": 0.97147824295907 }, { "x": 2.55, "y": 0.97311187327597 }, { "x": 2.6, "y": 0.97463886776238 }, { "x": 2.65, "y": 0.97606704875505 }, { "x": 2.7, "y": 0.97740360176835 }, { "x": 2.75, "y": 0.97865513238238 }, { "x": 2.8, "y": 0.97982771761351 }, { "x": 2.85, "y": 0.98092695234236 }, { "x": 2.9, "y": 0.9819579913105 }, { "x": 2.95, "y": 0.98292558714111 }, { "x": 3, "y": 0.98383412478865 }, { "x": 3.05, "y": 0.98468765277902 }, { "x": 3.1, "y": 0.98548991156217 }, { "x": 3.15, "y": 0.98624435926511 }, { "x": 3.2, "y": 0.98695419510224 }, { "x": 3.25, "y": 0.9876223806729 }, { "x": 3.3, "y": 0.9882516593519 }, { "x": 3.35, "y": 0.9888445739574 }, { "x": 3.4, "y": 0.98940348286121 }, { "x": 3.45, "y": 0.98993057469001 }, { "x": 3.5, "y": 0.99042788175035 }, { "x": 3.55, "y": 0.99089729229734 }, { "x": 3.6, "y": 0.99134056175447 }, { "x": 3.65, "y": 0.99175932298157 }, { "x": 3.7, "y": 0.99215509567806 }, { "x": 3.75, "y": 0.99252929500032 }, { "x": 3.8, "y": 0.99288323946412 }, { "x": 3.85, "y": 0.99321815819627 }, { "x": 3.9, "y": 0.99353519759331 }, { "x": 3.94999999999999, "y": 0.9938354274399 }, { "x": 3.99999999999999, "y": 0.99411984653408 } ] }, { "id": 322, "curve_id": "E14.1", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Small water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.751377140838692, "sigma": 0.69207867319184146, "method": "Curve fitting", "mu_sigma_quality": 0.99989179713249532, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.751, σ=0.692, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0001196925994 }, { "x": 0.1, "y": 0.00709382727634 }, { "x": 0.15, "y": 0.03841374575202 }, { "x": 0.2, "y": 0.09669351630999 }, { "x": 0.25, "y": 0.17193291133463 }, { "x": 0.3, "y": 0.25345629470474 }, { "x": 0.35, "y": 0.33394761539462 }, { "x": 0.4, "y": 0.40935910596491 }, { "x": 0.45, "y": 0.47788469619409 }, { "x": 0.5, "y": 0.53904430261999 }, { "x": 0.55, "y": 0.59306432236204 }, { "x": 0.6, "y": 0.64050426808419 }, { "x": 0.65, "y": 0.68204717263543 }, { "x": 0.7, "y": 0.71838909273691 }, { "x": 0.75, "y": 0.75018538571521 }, { "x": 0.8, "y": 0.77802818911861 }, { "x": 0.85, "y": 0.80244033264044 }, { "x": 0.9, "y": 0.82387740998871 }, { "x": 0.95, "y": 0.84273350271341 }, { "x": 1, "y": 0.85934817557214 }, { "x": 1.05, "y": 0.87401354225024 }, { "x": 1.1, "y": 0.88698084116918 }, { "x": 1.15, "y": 0.89846630097338 }, { "x": 1.2, "y": 0.90865624899727 }, { "x": 1.25, "y": 0.91771149940286 }, { "x": 1.3, "y": 0.92577109294267 }, { "x": 1.35, "y": 0.93295547070854 }, { "x": 1.4, "y": 0.93936916244094 }, { "x": 1.45, "y": 0.94510306277921 }, { "x": 1.5, "y": 0.95023635976682 }, { "x": 1.55, "y": 0.95483817074772 }, { "x": 1.6, "y": 0.95896893231194 }, { "x": 1.65, "y": 0.96268158347625 }, { "x": 1.7, "y": 0.96602257487602 }, { "x": 1.75, "y": 0.96903273133202 }, { "x": 1.8, "y": 0.97174799062896 }, { "x": 1.85, "y": 0.97420003757639 }, { "x": 1.9, "y": 0.97641684929819 }, { "x": 1.95, "y": 0.97842316510636 }, { "x": 2, "y": 0.98024089216793 }, { "x": 2.05, "y": 0.98188945639145 }, { "x": 2.1, "y": 0.98338610647833 }, { "x": 2.15, "y": 0.98474617785062 }, { "x": 2.2, "y": 0.98598332213731 }, { "x": 2.25, "y": 0.98710970704006 }, { "x": 2.3, "y": 0.98813619067767 }, { "x": 2.35, "y": 0.98907247390162 }, { "x": 2.4, "y": 0.98992723356461 }, { "x": 2.45, "y": 0.99070823929266 }, { "x": 2.5, "y": 0.99142245594667 }, { "x": 2.55, "y": 0.99207613365037 }, { "x": 2.6, "y": 0.99267488699875 }, { "x": 2.65, "y": 0.99322376483776 }, { "x": 2.7, "y": 0.99372731181561 }, { "x": 2.75, "y": 0.99418962274281 }, { "x": 2.8, "y": 0.9946143906593 }, { "x": 2.85, "y": 0.99500494938706 }, { "x": 2.9, "y": 0.99536431124439 }, { "x": 2.95, "y": 0.99569520050965 }, { "x": 3, "y": 0.99600008314627 }, { "x": 3.05, "y": 0.99628119323518 }, { "x": 3.1, "y": 0.99654055650444 }, { "x": 3.15, "y": 0.99678001129634 }, { "x": 3.2, "y": 0.9970012272702 }, { "x": 3.25, "y": 0.99720572210199 }, { "x": 3.3, "y": 0.99739487640981 }, { "x": 3.35, "y": 0.99756994710663 }, { "x": 3.4, "y": 0.99773207935723 }, { "x": 3.45, "y": 0.99788231729502 }, { "x": 3.5, "y": 0.99802161363629 }, { "x": 3.55, "y": 0.99815083831281 }, { "x": 3.6, "y": 0.99827078622992 }, { "x": 3.65, "y": 0.99838218424462 }, { "x": 3.7, "y": 0.99848569744748 }, { "x": 3.75, "y": 0.99858193482241 }, { "x": 3.8, "y": 0.99867145435015 }, { "x": 3.85, "y": 0.99875476761387 }, { "x": 3.9, "y": 0.99883234395859 }, { "x": 3.94999999999999, "y": 0.99890461425078 }, { "x": 3.99999999999999, "y": 0.99897197427897 } ] }, { "id": 323, "curve_id": "E14.2", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Small water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.909358101493957, "sigma": 0.80355166814741885, "method": "Curve fitting", "mu_sigma_quality": 0.99952151997791394, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.909, σ=0.804, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0002929668383 }, { "x": 0.1, "y": 0.02075808336247 }, { "x": 0.15, "y": 0.09061550957499 }, { "x": 0.2, "y": 0.18600034603514 }, { "x": 0.25, "y": 0.28272602657879 }, { "x": 0.3, "y": 0.36982836888278 }, { "x": 0.35, "y": 0.44451458378241 }, { "x": 0.4, "y": 0.50781294350718 }, { "x": 0.45, "y": 0.56184571515095 }, { "x": 0.5, "y": 0.60859487166695 }, { "x": 0.55, "y": 0.64956434494273 }, { "x": 0.6, "y": 0.68581290343367 }, { "x": 0.65, "y": 0.71807998029274 }, { "x": 0.7, "y": 0.74690022782042 }, { "x": 0.75, "y": 0.77268311265117 }, { "x": 0.8, "y": 0.7957616543061 }, { "x": 0.85, "y": 0.81642009016116 }, { "x": 0.9, "y": 0.83490882587132 }, { "x": 0.95, "y": 0.85145231607571 }, { "x": 1, "y": 0.86625327269722 }, { "x": 1.05, "y": 0.87949509443758 }, { "x": 1.1, "y": 0.89134350539165 }, { "x": 1.15, "y": 0.90194788167244 }, { "x": 1.2, "y": 0.91144247499215 }, { "x": 1.25, "y": 0.91994760767624 }, { "x": 1.3, "y": 0.92757085214818 }, { "x": 1.35, "y": 0.93440818389833 }, { "x": 1.4, "y": 0.940545090885 }, { "x": 1.45, "y": 0.94605762401367 }, { "x": 1.5, "y": 0.95101337771088 }, { "x": 1.55, "y": 0.95547239428872 }, { "x": 1.6, "y": 0.95948798981851 }, { "x": 1.65, "y": 0.96310750231527 }, { "x": 1.7, "y": 0.96637296520386 }, { "x": 1.75, "y": 0.96932171043642 }, { "x": 1.8, "y": 0.97198690642945 }, { "x": 1.85, "y": 0.97439803634623 }, { "x": 1.9, "y": 0.97658132229702 }, { "x": 1.95, "y": 0.97856010086975 }, { "x": 2, "y": 0.98035515511376 }, { "x": 2.05, "y": 0.98198500773497 }, { "x": 2.1, "y": 0.98346617986197 }, { "x": 2.15, "y": 0.98481341933552 }, { "x": 2.2, "y": 0.98603990207602 }, { "x": 2.25, "y": 0.98715740970633 }, { "x": 2.3, "y": 0.9881764862561 }, { "x": 2.35, "y": 0.98910657645202 }, { "x": 2.4, "y": 0.98995614780714 }, { "x": 2.45, "y": 0.99073279846004 }, { "x": 2.5, "y": 0.99144335248098 }, { "x": 2.55, "y": 0.9920939441544 }, { "x": 2.6, "y": 0.99269009256308 }, { "x": 2.65, "y": 0.99323676763732 }, { "x": 2.7, "y": 0.99373844868966 }, { "x": 2.75, "y": 0.99419917633046 }, { "x": 2.8, "y": 0.99462259854944 }, { "x": 2.85, "y": 0.99501201165223 }, { "x": 2.9, "y": 0.99537039665639 }, { "x": 2.95, "y": 0.99570045167761 }, { "x": 3, "y": 0.99600462077214 }, { "x": 3.05, "y": 0.99628511964491 }, { "x": 3.1, "y": 0.99654395858348 }, { "x": 3.15, "y": 0.99678296293441 }, { "x": 3.2, "y": 0.99700379140093 }, { "x": 3.25, "y": 0.99720795240752 }, { "x": 3.3, "y": 0.99739681874784 }, { "x": 3.35, "y": 0.99757164070711 }, { "x": 3.4, "y": 0.99773355782742 }, { "x": 3.45, "y": 0.99788360946512 }, { "x": 3.5, "y": 0.99802274427188 }, { "x": 3.55, "y": 0.99815182871614 }, { "x": 3.6, "y": 0.99827165474806 }, { "x": 3.65, "y": 0.99838294669959 }, { "x": 3.7, "y": 0.99848636750088 }, { "x": 3.75, "y": 0.9985825242849 }, { "x": 3.8, "y": 0.99867197344456 }, { "x": 3.85, "y": 0.99875522519913 }, { "x": 3.9, "y": 0.99883274772065 }, { "x": 3.94999999999999, "y": 0.99890497086554 }, { "x": 3.99999999999999, "y": 0.99897228955151 } ] }, { "id": 324, "curve_id": "E14.3", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Medium water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.406471420446031, "sigma": 0.63353643486813094, "method": "Curve fitting", "mu_sigma_quality": 0.999533952149348, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.406, σ=0.634, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 5.924425E-08 }, { "x": 0.1, "y": 9.919165692E-05 }, { "x": 0.15, "y": 0.0023474356139 }, { "x": 0.2, "y": 0.01336044303424 }, { "x": 0.25, "y": 0.0394455230811 }, { "x": 0.3, "y": 0.08157686192779 }, { "x": 0.35, "y": 0.13625163949635 }, { "x": 0.4, "y": 0.19835821541603 }, { "x": 0.45, "y": 0.26318078273851 }, { "x": 0.5, "y": 0.32720277479671 }, { "x": 0.55, "y": 0.38817339005017 }, { "x": 0.6, "y": 0.44486722119035 }, { "x": 0.65, "y": 0.49678035013562 }, { "x": 0.7, "y": 0.54386657200425 }, { "x": 0.75, "y": 0.58634206567802 }, { "x": 0.8, "y": 0.6245541866869 }, { "x": 0.85, "y": 0.65889978495372 }, { "x": 0.9, "y": 0.68977800103693 }, { "x": 0.95, "y": 0.71756541908753 }, { "x": 1, "y": 0.74260488778188 }, { "x": 1.05, "y": 0.76520221822898 }, { "x": 1.1, "y": 0.78562710272748 }, { "x": 1.15, "y": 0.8041160530613 }, { "x": 1.2, "y": 0.82087609653914 }, { "x": 1.25, "y": 0.83608854925999 }, { "x": 1.3, "y": 0.84991253178887 }, { "x": 1.35, "y": 0.86248808949617 }, { "x": 1.4, "y": 0.8739388863318 }, { "x": 1.45, "y": 0.88437449398908 }, { "x": 1.5, "y": 0.89389232133886 }, { "x": 1.55, "y": 0.90257923557589 }, { "x": 1.6, "y": 0.91051292483761 }, { "x": 1.65, "y": 0.91776304672012 }, { "x": 1.7, "y": 0.92439220061046 }, { "x": 1.75, "y": 0.93045675533491 }, { "x": 1.8, "y": 0.93600755785914 }, { "x": 1.85, "y": 0.94109054386219 }, { "x": 1.9, "y": 0.94574726694656 }, { "x": 1.95, "y": 0.95001535996029 }, { "x": 2, "y": 0.95392893927924 }, { "x": 2.05, "y": 0.95751896081386 }, { "x": 2.1, "y": 0.96081353485758 }, { "x": 2.15, "y": 0.9638382055946 }, { "x": 2.2, "y": 0.96661620005764 }, { "x": 2.25, "y": 0.96916865051217 }, { "x": 2.3, "y": 0.97151479359515 }, { "x": 2.35, "y": 0.97367214901652 }, { "x": 2.4, "y": 0.97565668021238 }, { "x": 2.45, "y": 0.97748293899711 }, { "x": 2.5, "y": 0.97916419598191 }, { "x": 2.55, "y": 0.98071255829497 }, { "x": 2.6, "y": 0.98213907594486 }, { "x": 2.65, "y": 0.98345383800548 }, { "x": 2.7, "y": 0.984666059662 }, { "x": 2.75, "y": 0.98578416103869 }, { "x": 2.8, "y": 0.98681583862674 }, { "x": 2.85, "y": 0.98776813004148 }, { "x": 2.9, "y": 0.98864747276065 }, { "x": 2.95, "y": 0.98945975742697 }, { "x": 3, "y": 0.99021037623853 }, { "x": 3.05, "y": 0.99090426689689 }, { "x": 3.1, "y": 0.9915459525359 }, { "x": 3.15, "y": 0.99213957801175 }, { "x": 3.2, "y": 0.99268894289755 }, { "x": 3.25, "y": 0.99319753149195 }, { "x": 3.3, "y": 0.99366854012106 }, { "x": 3.35, "y": 0.99410490198618 }, { "x": 3.4, "y": 0.99450930978515 }, { "x": 3.45, "y": 0.99488423631378 }, { "x": 3.5, "y": 0.9952319532335 }, { "x": 3.55, "y": 0.99555454817423 }, { "x": 3.6, "y": 0.9958539403251 }, { "x": 3.65, "y": 0.99613189465127 }, { "x": 3.7, "y": 0.99639003486223 }, { "x": 3.75, "y": 0.99662985524502 }, { "x": 3.8, "y": 0.9968527314652 }, { "x": 3.85, "y": 0.99705993042902 }, { "x": 3.9, "y": 0.9972526192911 }, { "x": 3.94999999999999, "y": 0.99743187368454 }, { "x": 3.99999999999999, "y": 0.99759868524307 } ] }, { "id": 325, "curve_id": "E14.4", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Medium water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.563128207230099, "sigma": 0.79110233431809429, "method": "Curve fitting", "mu_sigma_quality": 0.99886651637023038, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.563, σ=0.791, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.981410601E-05 }, { "x": 0.1, "y": 0.0064622276626 }, { "x": 0.15, "y": 0.0399295738692 }, { "x": 0.2, "y": 0.09688667654157 }, { "x": 0.25, "y": 0.16247013150685 }, { "x": 0.3, "y": 0.22793316748755 }, { "x": 0.35, "y": 0.28930308503976 }, { "x": 0.4, "y": 0.34518767793164 }, { "x": 0.45, "y": 0.39562012207447 }, { "x": 0.5, "y": 0.44127325164685 }, { "x": 0.55, "y": 0.4829557617523 }, { "x": 0.6, "y": 0.52136633382568 }, { "x": 0.65, "y": 0.55702155035516 }, { "x": 0.7, "y": 0.59027070538152 }, { "x": 0.75, "y": 0.62133995927147 }, { "x": 0.8, "y": 0.65037704160346 }, { "x": 0.85, "y": 0.67748595990099 }, { "x": 0.9, "y": 0.70275023695149 }, { "x": 0.95, "y": 0.72624669351612 }, { "x": 1, "y": 0.74805254702121 }, { "x": 1.05, "y": 0.76824825656405 }, { "x": 1.1, "y": 0.78691791260456 }, { "x": 1.15, "y": 0.80414837459488 }, { "x": 1.2, "y": 0.82002790100992 }, { "x": 1.25, "y": 0.83464469767198 }, { "x": 1.3, "y": 0.8480856042925 }, { "x": 1.35, "y": 0.86043501379151 }, { "x": 1.4, "y": 0.87177404735449 }, { "x": 1.45, "y": 0.88217997057832 }, { "x": 1.5, "y": 0.89172581893926 }, { "x": 1.55, "y": 0.90048019541527 }, { "x": 1.6, "y": 0.9085072039501 }, { "x": 1.65, "y": 0.91586648628373 }, { "x": 1.7, "y": 0.92261333461509 }, { "x": 1.75, "y": 0.92879885759253 }, { "x": 1.8, "y": 0.93447018174281 }, { "x": 1.85, "y": 0.93967067444317 }, { "x": 1.9, "y": 0.94444017787046 }, { "x": 1.95, "y": 0.94881524606239 }, { "x": 2, "y": 0.95282937937473 }, { "x": 2.05, "y": 0.95651325229975 }, { "x": 2.1, "y": 0.9598949319075 }, { "x": 2.15, "y": 0.96300008515898 }, { "x": 2.2, "y": 0.96585217408078 }, { "x": 2.25, "y": 0.96847263833931 }, { "x": 2.3, "y": 0.97088106515096 }, { "x": 2.35, "y": 0.97309534674774 }, { "x": 2.4, "y": 0.97513182581396 }, { "x": 2.45, "y": 0.9770054294381 }, { "x": 2.5, "y": 0.97872979220426 }, { "x": 2.55, "y": 0.98031736909001 }, { "x": 2.6, "y": 0.98177953885405 }, { "x": 2.65, "y": 0.98312669859358 }, { "x": 2.7, "y": 0.98436835013522 }, { "x": 2.75, "y": 0.98551317889712 }, { "x": 2.8, "y": 0.98656912582899 }, { "x": 2.85, "y": 0.98754345300124 }, { "x": 2.9, "y": 0.98844280337812 }, { "x": 2.95, "y": 0.98927325527251 }, { "x": 3, "y": 0.99004037194334 }, { "x": 3.05, "y": 0.99074924676138 }, { "x": 3.1, "y": 0.99140454433498 }, { "x": 3.15, "y": 0.99201053795533 }, { "x": 3.2, "y": 0.99257114369068 }, { "x": 3.25, "y": 0.99308995143067 }, { "x": 3.3, "y": 0.99357025315596 }, { "x": 3.35, "y": 0.99401506868399 }, { "x": 3.4, "y": 0.99442716911951 }, { "x": 3.45, "y": 0.9948090982182 }, { "x": 3.5, "y": 0.99516319185256 }, { "x": 3.55, "y": 0.99549159575254 }, { "x": 3.6, "y": 0.99579628167735 }, { "x": 3.65, "y": 0.99607906216076 }, { "x": 3.7, "y": 0.99634160395916 }, { "x": 3.75, "y": 0.99658544031979 }, { "x": 3.8, "y": 0.9968119821756 }, { "x": 3.85, "y": 0.99702252836384 }, { "x": 3.9, "y": 0.99721827495595 }, { "x": 3.94999999999999, "y": 0.9974003237788 }, { "x": 3.99999999999999, "y": 0.99756969019974 } ] }, { "id": 326, "curve_id": "E14.5", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Large water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.238967205861642, "sigma": 0.62393813892487837, "method": "Curve fitting", "mu_sigma_quality": 0.99964945617840406, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.239, σ=0.624, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 4.22193E-09 }, { "x": 0.1, "y": 1.76091114E-05 }, { "x": 0.15, "y": 0.00064437287003 }, { "x": 0.2, "y": 0.00484248872343 }, { "x": 0.25, "y": 0.01736261259647 }, { "x": 0.3, "y": 0.04141008668894 }, { "x": 0.35, "y": 0.07706952224944 }, { "x": 0.4, "y": 0.12207300422194 }, { "x": 0.45, "y": 0.1732171346553 }, { "x": 0.5, "y": 0.22740402629396 }, { "x": 0.55, "y": 0.28213700900135 }, { "x": 0.6, "y": 0.33563503881673 }, { "x": 0.65, "y": 0.3867554930763 }, { "x": 0.7, "y": 0.43485159888385 }, { "x": 0.75, "y": 0.47962916113173 }, { "x": 0.8, "y": 0.52102800803996 }, { "x": 0.85, "y": 0.55913334561299 }, { "x": 0.9, "y": 0.59411367533857 }, { "x": 0.95, "y": 0.6261794200407 }, { "x": 1, "y": 0.65555654531582 }, { "x": 1.05, "y": 0.68247052096728 }, { "x": 1.1, "y": 0.70713715344626 }, { "x": 1.15, "y": 0.72975784051632 }, { "x": 1.2, "y": 0.75051758200816 }, { "x": 1.25, "y": 0.76958464417196 }, { "x": 1.3, "y": 0.78711116515009 }, { "x": 1.35, "y": 0.80323425158893 }, { "x": 1.4, "y": 0.81807728941641 }, { "x": 1.45, "y": 0.83175130385672 }, { "x": 1.5, "y": 0.84435627512434 }, { "x": 1.55, "y": 0.85598236089155 }, { "x": 1.6, "y": 0.86671100394873 }, { "x": 1.65, "y": 0.87661591969606 }, { "x": 1.7, "y": 0.88576396729653994 }, { "x": 1.75, "y": 0.89421591312729 }, { "x": 1.8, "y": 0.90202709729469 }, { "x": 1.85, "y": 0.90924801451586 }, { "x": 1.9, "y": 0.91592482030287 }, { "x": 1.95, "y": 0.92209977254609 }, { "x": 2, "y": 0.92781161754247 }, { "x": 2.05, "y": 0.93309592841028 }, { "x": 2.1, "y": 0.93798540276317 }, { "x": 2.15, "y": 0.9425101255307 }, { "x": 2.2, "y": 0.94669780193147 }, { "x": 2.25, "y": 0.9505739648331 }, { "x": 2.3, "y": 0.95416216006859 }, { "x": 2.35, "y": 0.95748411271194 }, { "x": 2.4, "y": 0.96055987683733 }, { "x": 2.45, "y": 0.96340797088449 }, { "x": 2.5, "y": 0.96604550041798 }, { "x": 2.55, "y": 0.9684882697889 }, { "x": 2.6, "y": 0.97075088397665 }, { "x": 2.65, "y": 0.97284684169679 }, { "x": 2.7, "y": 0.9747886207024 }, { "x": 2.75, "y": 0.97658775607543 }, { "x": 2.8, "y": 0.97825491219569 }, { "x": 2.85, "y": 0.97979994898481 }, { "x": 2.9, "y": 0.98123198294757 }, { "x": 2.95, "y": 0.98255944346989 }, { "x": 3, "y": 0.98379012478023 }, { "x": 3.05, "y": 0.98493123393649 }, { "x": 3.1, "y": 0.98598943516274 }, { "x": 3.15, "y": 0.98697089082761 }, { "x": 3.2, "y": 0.98788129932858 }, { "x": 3.25, "y": 0.98872593012186 }, { "x": 3.3, "y": 0.98950965611671 }, { "x": 3.35, "y": 0.99023698363438 }, { "x": 3.4, "y": 0.99091208011513 }, { "x": 3.45, "y": 0.99153879974233 }, { "x": 3.5, "y": 0.9921207071392 }, { "x": 3.55, "y": 0.99266109928175 }, { "x": 3.6, "y": 0.99316302576069 }, { "x": 3.65, "y": 0.99362930751514 }, { "x": 3.7, "y": 0.99406255415169 }, { "x": 3.75, "y": 0.99446517995413 }, { "x": 3.8, "y": 0.9948394186815 }, { "x": 3.85, "y": 0.99518733724479 }, { "x": 3.9, "y": 0.99551084834619 }, { "x": 3.94999999999999, "y": 0.9958117221585 }, { "x": 3.99999999999999, "y": 0.99609159711695 } ] }, { "id": 327, "curve_id": "E14.6", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Large water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.438570425005049, "sigma": 0.81821857210792537, "method": "Curve fitting", "mu_sigma_quality": 0.9968688041421252, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.439, σ=0.818, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.605953389E-05 }, { "x": 0.1, "y": 0.00387045989168 }, { "x": 0.15, "y": 0.02966240620037 }, { "x": 0.2, "y": 0.08131801368539 }, { "x": 0.25, "y": 0.14495604203265 }, { "x": 0.3, "y": 0.20825605567826 }, { "x": 0.35, "y": 0.26525986661092 }, { "x": 0.4, "y": 0.31464072094428 }, { "x": 0.45, "y": 0.35738602003622 }, { "x": 0.5, "y": 0.39519579897936 }, { "x": 0.55, "y": 0.42965117822262 }, { "x": 0.6, "y": 0.46191275728956 }, { "x": 0.65, "y": 0.49270098849801 }, { "x": 0.7, "y": 0.52238915243691 }, { "x": 0.75, "y": 0.55111794620194 }, { "x": 0.8, "y": 0.57889313058808 }, { "x": 0.85, "y": 0.60565584569329 }, { "x": 0.9, "y": 0.63132760289503 }, { "x": 0.95, "y": 0.65583593552634 }, { "x": 1, "y": 0.6791268592503 }, { "x": 1.05, "y": 0.70116910661923 }, { "x": 1.1, "y": 0.72195368603826 }, { "x": 1.15, "y": 0.74149110398087 }, { "x": 1.2, "y": 0.75980768656149 }, { "x": 1.25, "y": 0.77694181774836 }, { "x": 1.3, "y": 0.79294051304442 }, { "x": 1.35, "y": 0.80785650515488 }, { "x": 1.4, "y": 0.82174587988839 }, { "x": 1.45, "y": 0.83466622823063 }, { "x": 1.5, "y": 0.84667524809615 }, { "x": 1.55, "y": 0.85782971966416 }, { "x": 1.6, "y": 0.86818478074351 }, { "x": 1.65, "y": 0.87779343684915 }, { "x": 1.7, "y": 0.88670625090417 }, { "x": 1.75, "y": 0.89497116771211 }, { "x": 1.8, "y": 0.90263343760268 }, { "x": 1.85, "y": 0.90973561156284 }, { "x": 1.9, "y": 0.91631758667002 }, { "x": 1.95, "y": 0.92241668585134 }, { "x": 2, "y": 0.92806776007766 }, { "x": 2.05, "y": 0.9333033042544 }, { "x": 2.1, "y": 0.9381535804731 }, { "x": 2.15, "y": 0.9426467440966 }, { "x": 2.2, "y": 0.9468089694998 }, { "x": 2.25, "y": 0.95066457328426 }, { "x": 2.3, "y": 0.9542361335141 }, { "x": 2.35, "y": 0.95754460404974 }, { "x": 2.4, "y": 0.96060942343593 }, { "x": 2.45, "y": 0.96344861807017 }, { "x": 2.5, "y": 0.9660788995669 }, { "x": 2.55, "y": 0.96851575636307 }, { "x": 2.6, "y": 0.97077353969878 }, { "x": 2.65, "y": 0.97286554416382 }, { "x": 2.7, "y": 0.97480408303692 }, { "x": 2.75, "y": 0.97660055866458 }, { "x": 2.8, "y": 0.97826552813617 }, { "x": 2.85, "y": 0.97980876451395 }, { "x": 2.9, "y": 0.98123931387404 }, { "x": 2.95, "y": 0.98256554840787 }, { "x": 3, "y": 0.9837952158254 }, { "x": 3.05, "y": 0.98493548529169 }, { "x": 3.1, "y": 0.98599299011762 }, { "x": 3.15, "y": 0.98697386741511 }, { "x": 3.2, "y": 0.98788379491583 }, { "x": 3.25, "y": 0.98872802514193 }, { "x": 3.3, "y": 0.9895114171065 }, { "x": 3.35, "y": 0.99023846571117 }, { "x": 3.4, "y": 0.99091332899856 }, { "x": 3.45, "y": 0.9915398534076 }, { "x": 3.5, "y": 0.99212159717063 }, { "x": 3.55, "y": 0.99266185198258 }, { "x": 3.6, "y": 0.99316366306439 }, { "x": 3.65, "y": 0.99362984773455 }, { "x": 3.7, "y": 0.99406301259587 }, { "x": 3.75, "y": 0.99446556943691 }, { "x": 3.8, "y": 0.99483974994125 }, { "x": 3.85, "y": 0.9951876192914 }, { "x": 3.9, "y": 0.99551108874829 }, { "x": 3.94999999999999, "y": 0.99581192728145 }, { "x": 3.99999999999999, "y": 0.99609177232031 } ] }, { "id": 328, "curve_id": "E15.1", "sector": "Water", "ci_type": "Water well", "ci_desc": "Wells", "ci_detail": "Anchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.576626712492656, "sigma": 0.97899844753519927, "method": "Curve fitting", "mu_sigma_quality": 0.99986010167011707, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.577, σ=0.979, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01103172598017 }, { "x": 0.1, "y": 0.05080192518654 }, { "x": 0.15, "y": 0.10081462277396 }, { "x": 0.2, "y": 0.15406395665055 }, { "x": 0.25, "y": 0.20790778426035 }, { "x": 0.3, "y": 0.26076166724127 }, { "x": 0.35, "y": 0.31159800870608 }, { "x": 0.4, "y": 0.35979275569874 }, { "x": 0.45, "y": 0.40501448720795 }, { "x": 0.5, "y": 0.44713526430237 }, { "x": 0.55, "y": 0.4861630381286 }, { "x": 0.6, "y": 0.52219272779549 }, { "x": 0.65, "y": 0.55537183892817 }, { "x": 0.7, "y": 0.5858768064664 }, { "x": 0.75, "y": 0.61389702640744 }, { "x": 0.8, "y": 0.63962431179787 }, { "x": 0.85, "y": 0.66324613320575 }, { "x": 0.9, "y": 0.68494147434779 }, { "x": 0.95, "y": 0.70487847615274 }, { "x": 1, "y": 0.72321328811791 }, { "x": 1.05, "y": 0.74008972043194 }, { "x": 1.1, "y": 0.75563941395298 }, { "x": 1.15, "y": 0.76998233239906 }, { "x": 1.2, "y": 0.78322744257347 }, { "x": 1.25, "y": 0.79547349163728 }, { "x": 1.3, "y": 0.80680982069581 }, { "x": 1.35, "y": 0.817317175076 }, { "x": 1.4, "y": 0.82706848631864 }, { "x": 1.45, "y": 0.83612961099785 }, { "x": 1.5, "y": 0.84456001835473 }, { "x": 1.55, "y": 0.85241342335019 }, { "x": 1.6, "y": 0.85973836477914 }, { "x": 1.65, "y": 0.86657873002425 }, { "x": 1.7, "y": 0.87297422920291 }, { "x": 1.75, "y": 0.87896082211385 }, { "x": 1.8, "y": 0.88457110169133 }, { "x": 1.85, "y": 0.88983463774235 }, { "x": 1.9, "y": 0.89477828465937 }, { "x": 1.95, "y": 0.89942645662596 }, { "x": 2, "y": 0.90380137360436 }, { "x": 2.05, "y": 0.9079232811397 }, { "x": 2.1, "y": 0.9118106467537 }, { "x": 2.15, "y": 0.91548033544207 }, { "x": 2.2, "y": 0.9189477665429 }, { "x": 2.25, "y": 0.92222705401122 }, { "x": 2.3, "y": 0.92533113192053 }, { "x": 2.35, "y": 0.92827186681631 }, { "x": 2.4, "y": 0.93106015836848 }, { "x": 2.45, "y": 0.9337060296098 }, { "x": 2.5, "y": 0.93621870790307 }, { "x": 2.55, "y": 0.93860669765212 }, { "x": 2.6, "y": 0.94087784565642 }, { "x": 2.65, "y": 0.9430393999081 }, { "x": 2.7, "y": 0.9450980625392 }, { "x": 2.75, "y": 0.94706003754758 }, { "x": 2.8, "y": 0.9489310738584 }, { "x": 2.85, "y": 0.95071650421598 }, { "x": 2.9, "y": 0.95242128034488 }, { "x": 2.95, "y": 0.95405000477035 }, { "x": 3, "y": 0.9556069596446 }, { "x": 3.05, "y": 0.9570961328874 }, { "x": 3.1, "y": 0.95852124191508 }, { "x": 3.15, "y": 0.95988575520245 }, { "x": 3.2, "y": 0.9611929118953 }, { "x": 3.25, "y": 0.9624457396677 }, { "x": 3.3, "y": 0.9636470709975 }, { "x": 3.35, "y": 0.96479955801493 }, { "x": 3.4, "y": 0.96590568606274 }, { "x": 3.45, "y": 0.96696778609188 }, { "x": 3.5, "y": 0.96798804600375 }, { "x": 3.55, "y": 0.9689685210385 }, { "x": 3.6, "y": 0.96991114329869 }, { "x": 3.65, "y": 0.97081773048861 }, { "x": 3.7, "y": 0.97168999394115 }, { "x": 3.75, "y": 0.97252954599737 }, { "x": 3.8, "y": 0.9733379067969 }, { "x": 3.85, "y": 0.97411651053198 }, { "x": 3.9, "y": 0.97486671121266 }, { "x": 3.94999999999999, "y": 0.97558978798586 }, { "x": 3.99999999999999, "y": 0.97628695004727 } ] }, { "id": 329, "curve_id": "E17.1", "sector": "Water", "ci_type": "Others", "ci_desc": "Small pumping plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.623793719714181, "sigma": 0.98220825999890216, "method": "Curve fitting", "mu_sigma_quality": 0.99984861154756655, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.624, σ=0.982, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0090559605643 }, { "x": 0.1, "y": 0.04908743393017 }, { "x": 0.15, "y": 0.10218123373274 }, { "x": 0.2, "y": 0.1590744454617 }, { "x": 0.25, "y": 0.21650691034402 }, { "x": 0.3, "y": 0.2726811248023 }, { "x": 0.35, "y": 0.32643676050665 }, { "x": 0.4, "y": 0.37706824366086 }, { "x": 0.45, "y": 0.42421356757558 }, { "x": 0.5, "y": 0.46775603073822 }, { "x": 0.55, "y": 0.5077430306742 }, { "x": 0.6, "y": 0.54432447617061 }, { "x": 0.65, "y": 0.57770882408793 }, { "x": 0.7, "y": 0.60813305851173 }, { "x": 0.75, "y": 0.63584295795171 }, { "x": 0.8, "y": 0.66108063994027 }, { "x": 0.85, "y": 0.68407710589164 }, { "x": 0.9, "y": 0.70504814212577 }, { "x": 0.95, "y": 0.72419242315781 }, { "x": 1, "y": 0.74169102285393 }, { "x": 1.05, "y": 0.75770779469843 }, { "x": 1.1, "y": 0.77239026077334 }, { "x": 1.15, "y": 0.78587077188874 }, { "x": 1.2, "y": 0.79826778507909 }, { "x": 1.25, "y": 0.80968716132888 }, { "x": 1.3, "y": 0.82022342436133 }, { "x": 1.35, "y": 0.82996094651468 }, { "x": 1.4, "y": 0.83897504422501 }, { "x": 1.45, "y": 0.84733297624172 }, { "x": 1.5, "y": 0.85509484434664 }, { "x": 1.55, "y": 0.86231440034661 }, { "x": 1.6, "y": 0.86903976535706 }, { "x": 1.65, "y": 0.87531406850046 }, { "x": 1.7, "y": 0.88117601251824 }, { "x": 1.75, "y": 0.88666037371599 }, { "x": 1.8, "y": 0.891798443313 }, { "x": 1.85, "y": 0.89661841677053 }, { "x": 1.9, "y": 0.90114573710824 }, { "x": 1.95, "y": 0.90540339763546 }, { "x": 2, "y": 0.90941220895349 }, { "x": 2.05, "y": 0.913191034547 }, { "x": 2.1, "y": 0.91675699878412 }, { "x": 2.15, "y": 0.9201256706925 }, { "x": 2.2, "y": 0.923311226471 }, { "x": 2.25, "y": 0.92632659333348 }, { "x": 2.3, "y": 0.92918357695968 }, { "x": 2.35, "y": 0.93189297454398 }, { "x": 2.4, "y": 0.93446467518371 }, { "x": 2.45, "y": 0.93690774912999 }, { "x": 2.5, "y": 0.93923052723297 }, { "x": 2.55, "y": 0.94144067174635 }, { "x": 2.6, "y": 0.94354523951046 }, { "x": 2.65, "y": 0.94555073840612 }, { "x": 2.7, "y": 0.94746317786066 }, { "x": 2.75, "y": 0.94928811409136 }, { "x": 2.8, "y": 0.95103069068692 }, { "x": 2.85, "y": 0.95269567505468 }, { "x": 2.9, "y": 0.95428749119716 }, { "x": 2.95, "y": 0.95581024922569 }, { "x": 3, "y": 0.95726777197003 }, { "x": 3.05, "y": 0.95866361900062 }, { "x": 3.1, "y": 0.96000110834242 }, { "x": 3.15, "y": 0.96128333612702 }, { "x": 3.2, "y": 0.962513194401 }, { "x": 3.25, "y": 0.96369338728357 }, { "x": 3.3, "y": 0.96482644564437 }, { "x": 3.35, "y": 0.96591474045323 }, { "x": 3.4, "y": 0.96696049493662 }, { "x": 3.45, "y": 0.96796579566046 }, { "x": 3.5, "y": 0.9689326026461 }, { "x": 3.55, "y": 0.96986275861428 }, { "x": 3.6, "y": 0.97075799744203 }, { "x": 3.65, "y": 0.97161995190809 }, { "x": 3.7, "y": 0.97245016079455 }, { "x": 3.75, "y": 0.97325007540541 }, { "x": 3.8, "y": 0.97402106555619 }, { "x": 3.85, "y": 0.97476442508351 }, { "x": 3.9, "y": 0.97548137691815 }, { "x": 3.94999999999999, "y": 0.97617307776113 }, { "x": 3.99999999999999, "y": 0.97684062239808 } ] }, { "id": 330, "curve_id": "E17.2", "sector": "Water", "ci_type": "Others", "ci_desc": "Small pumping plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.727050114373056, "sigma": 1.0521729198564369, "method": "Curve fitting", "mu_sigma_quality": 0.99984498071050276, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.727, σ=1.052, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00843287508547 }, { "x": 0.1, "y": 0.05538732241594 }, { "x": 0.15, "y": 0.12055651169263 }, { "x": 0.2, "y": 0.19159061486982 }, { "x": 0.25, "y": 0.26147573769558 }, { "x": 0.3, "y": 0.325913209519 }, { "x": 0.35, "y": 0.38338233628153 }, { "x": 0.4, "y": 0.43402768286198 }, { "x": 0.45, "y": 0.47865597138538 }, { "x": 0.5, "y": 0.5181929363341 }, { "x": 0.55, "y": 0.553466130824 }, { "x": 0.6, "y": 0.58515040898079 }, { "x": 0.65, "y": 0.61377799864653 }, { "x": 0.7, "y": 0.63976686893598 }, { "x": 0.75, "y": 0.66344910851304 }, { "x": 0.8, "y": 0.6850937713628 }, { "x": 0.85, "y": 0.70492367021272 }, { "x": 0.9, "y": 0.72312719515387 }, { "x": 0.95, "y": 0.73986647988866 }, { "x": 1, "y": 0.75528303636975 }, { "x": 1.05, "y": 0.76950168928043 }, { "x": 1.1, "y": 0.78263338708647 }, { "x": 1.15, "y": 0.7947772743231 }, { "x": 1.2, "y": 0.80602227547466 }, { "x": 1.25, "y": 0.81644835091982 }, { "x": 1.3, "y": 0.82612752694371 }, { "x": 1.35, "y": 0.83512476452771 }, { "x": 1.4, "y": 0.84349870818905 }, { "x": 1.45, "y": 0.85130234156904 }, { "x": 1.5, "y": 0.85858356747795 }, { "x": 1.55, "y": 0.86538572458002 }, { "x": 1.6, "y": 0.87174804950485 }, { "x": 1.65, "y": 0.87770609106422 }, { "x": 1.7, "y": 0.88329208192046 }, { "x": 1.75, "y": 0.88853527217882 }, { "x": 1.8, "y": 0.89346222877358 }, { "x": 1.85, "y": 0.89809710407354 }, { "x": 1.9, "y": 0.90246187678188 }, { "x": 1.95, "y": 0.90657656791158 }, { "x": 2, "y": 0.91045943435953 }, { "x": 2.05, "y": 0.91412714236969 }, { "x": 2.1, "y": 0.91759492296181 }, { "x": 2.15, "y": 0.92087671120482 }, { "x": 2.2, "y": 0.9239852710319 }, { "x": 2.25, "y": 0.92693230712591 }, { "x": 2.3, "y": 0.92972856524934 }, { "x": 2.35, "y": 0.93238392225157 }, { "x": 2.4, "y": 0.93490746685779 }, { "x": 2.45, "y": 0.93730757222662 }, { "x": 2.5, "y": 0.93959196115826 }, { "x": 2.55, "y": 0.94176776473988 }, { "x": 2.6, "y": 0.94384157512935 }, { "x": 2.65, "y": 0.94581949310204 }, { "x": 2.7, "y": 0.94770717091697 }, { "x": 2.75, "y": 0.94950985099739 }, { "x": 2.8, "y": 0.95123240086673 }, { "x": 2.85, "y": 0.95287934473199 }, { "x": 2.9, "y": 0.95445489206398 }, { "x": 2.95, "y": 0.95596296348528 }, { "x": 3, "y": 0.95740721424285 }, { "x": 3.05, "y": 0.95879105551199 }, { "x": 3.1, "y": 0.96011767375167 }, { "x": 3.15, "y": 0.96139004830734 }, { "x": 3.2, "y": 0.9626109674362 }, { "x": 3.25, "y": 0.9637830429113 }, { "x": 3.3, "y": 0.96490872334414 }, { "x": 3.35, "y": 0.96599030635045 }, { "x": 3.4, "y": 0.9670299496711 }, { "x": 3.45, "y": 0.96802968134803 }, { "x": 3.5, "y": 0.96899140904496 }, { "x": 3.55, "y": 0.96991692859313 }, { "x": 3.6, "y": 0.9708079318345 }, { "x": 3.65, "y": 0.97166601382697 }, { "x": 3.7, "y": 0.97249267947024 }, { "x": 3.75, "y": 0.97328934960443 }, { "x": 3.8, "y": 0.97405736662912 }, { "x": 3.85, "y": 0.97479799968503 }, { "x": 3.9, "y": 0.97551244943712 }, { "x": 3.94999999999999, "y": 0.9762018524936 }, { "x": 3.99999999999999, "y": 0.97686728549239 } ] }, { "id": 331, "curve_id": "E17.3", "sector": "Water", "ci_type": "Others", "ci_desc": "Medium/large pumping plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.542960048360176, "sigma": 0.98024000702039338, "method": "Curve fitting", "mu_sigma_quality": 0.99975334796188886, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.543, σ=0.980, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01102876661111 }, { "x": 0.1, "y": 0.05066161485237 }, { "x": 0.15, "y": 0.10002269956446 }, { "x": 0.2, "y": 0.15192820107539 }, { "x": 0.25, "y": 0.20387851491089 }, { "x": 0.3, "y": 0.25456000184243 }, { "x": 0.35, "y": 0.30319917421393 }, { "x": 0.4, "y": 0.34935550619405 }, { "x": 0.45, "y": 0.39280707081434 }, { "x": 0.5, "y": 0.43347645423539 }, { "x": 0.55, "y": 0.47138125666147 }, { "x": 0.6, "y": 0.50660055226744 }, { "x": 0.65, "y": 0.5392518800553 }, { "x": 0.7, "y": 0.5694753246331 }, { "x": 0.75, "y": 0.59742247907739 }, { "x": 0.8, "y": 0.62324883513164 }, { "x": 0.85, "y": 0.64710861146036 }, { "x": 0.9, "y": 0.66915132789598 }, { "x": 0.95, "y": 0.68951963116367 }, { "x": 1, "y": 0.70834801386868 }, { "x": 1.05, "y": 0.72576216536401 }, { "x": 1.1, "y": 0.74187876330812 }, { "x": 1.15, "y": 0.75680556623146 }, { "x": 1.2, "y": 0.77064170547466 }, { "x": 1.25, "y": 0.7834781030281 }, { "x": 1.3, "y": 0.79539796264948 }, { "x": 1.35, "y": 0.80647729703146 }, { "x": 1.4, "y": 0.81678546511852 }, { "x": 1.45, "y": 0.82638570196417 }, { "x": 1.5, "y": 0.83533562955141 }, { "x": 1.55, "y": 0.84368774135108 }, { "x": 1.6, "y": 0.85148985650083 }, { "x": 1.65, "y": 0.85878554167725 }, { "x": 1.7, "y": 0.86561450024989 }, { "x": 1.75, "y": 0.87201292932924 }, { "x": 1.8, "y": 0.87801384598741 }, { "x": 1.85, "y": 0.8836473843395 }, { "x": 1.9, "y": 0.88894106540058 }, { "x": 1.95, "y": 0.89392004173156 }, { "x": 2, "y": 0.89860731889722 }, { "x": 2.05, "y": 0.90302395571101 }, { "x": 2.1, "y": 0.90718924515372 }, { "x": 2.15, "y": 0.91112087774345 }, { "x": 2.2, "y": 0.91483508901185 }, { "x": 2.25, "y": 0.91834679261467 }, { "x": 2.3, "y": 0.92166970047811 }, { "x": 2.35, "y": 0.92481643125957 }, { "x": 2.4, "y": 0.92779860828464 }, { "x": 2.45, "y": 0.93062694801257 }, { "x": 2.5, "y": 0.93331133998065 }, { "x": 2.55, "y": 0.93586091908432 }, { "x": 2.6, "y": 0.93828413096426 }, { "x": 2.65, "y": 0.9405887911936 }, { "x": 2.7, "y": 0.94278213888777 }, { "x": 2.75, "y": 0.94487088529589 }, { "x": 2.8, "y": 0.94686125787462 }, { "x": 2.85, "y": 0.94875904029418 }, { "x": 2.9, "y": 0.95056960877939 }, { "x": 2.95, "y": 0.95229796514705 }, { "x": 3, "y": 0.95394876686379 }, { "x": 3.05, "y": 0.95552635441498 }, { "x": 3.1, "y": 0.95703477624527 }, { "x": 3.15, "y": 0.95847781150493 }, { "x": 3.2, "y": 0.95985899081201 }, { "x": 3.25, "y": 0.96118161521885 }, { "x": 3.3, "y": 0.96244877355278 }, { "x": 3.35, "y": 0.96366335828325 }, { "x": 3.4, "y": 0.96482808005263 }, { "x": 3.45, "y": 0.96594548099422 }, { "x": 3.5, "y": 0.96701794694863 }, { "x": 3.55, "y": 0.96804771867882 }, { "x": 3.6, "y": 0.96903690217419 }, { "x": 3.65, "y": 0.96998747812543 }, { "x": 3.7, "y": 0.97090131064371 }, { "x": 3.75, "y": 0.97178015529099 }, { "x": 3.8, "y": 0.97262566648161 }, { "x": 3.85, "y": 0.97343940430974 }, { "x": 3.9, "y": 0.97422284085209 }, { "x": 3.94999999999999, "y": 0.97497736599075 }, { "x": 3.99999999999999, "y": 0.97570429279661 } ] }, { "id": 332, "curve_id": "E17.4", "sector": "Water", "ci_type": "Others", "ci_desc": "Medium/large pumping plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.64752119749771, "sigma": 1.0582496234881529, "method": "Curve fitting", "mu_sigma_quality": 0.99964835677791619, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.648, σ=1.058, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00842365634786 }, { "x": 0.1, "y": 0.0549860484208 }, { "x": 0.15, "y": 0.11839797752435 }, { "x": 0.2, "y": 0.18595947137183 }, { "x": 0.25, "y": 0.251117234017 }, { "x": 0.3, "y": 0.31029054602207 }, { "x": 0.35, "y": 0.36258031148351 }, { "x": 0.4, "y": 0.40854932104621 }, { "x": 0.45, "y": 0.44923149940857 }, { "x": 0.5, "y": 0.4856375302741 }, { "x": 0.55, "y": 0.51858708748881 }, { "x": 0.6, "y": 0.54869318175582 }, { "x": 0.65, "y": 0.57639938067493 }, { "x": 0.7, "y": 0.60202570747921 }, { "x": 0.75, "y": 0.62580756686417 }, { "x": 0.8, "y": 0.64792440789764 }, { "x": 0.85, "y": 0.66851928840853 }, { "x": 0.9, "y": 0.68771159228478 }, { "x": 0.95, "y": 0.70560500458055 }, { "x": 1, "y": 0.72229236917507 }, { "x": 1.05, "y": 0.73785857477903 }, { "x": 1.1, "y": 0.75238223506954 }, { "x": 1.15, "y": 0.76593665585485 }, { "x": 1.2, "y": 0.77859039691566 }, { "x": 1.25, "y": 0.79040761497224 }, { "x": 1.3, "y": 0.80144829712954 }, { "x": 1.35, "y": 0.81176844630134 }, { "x": 1.4, "y": 0.82142025114673 }, { "x": 1.45, "y": 0.8304522560213 }, { "x": 1.5, "y": 0.8389095368106 }, { "x": 1.55, "y": 0.84683388336814 }, { "x": 1.6, "y": 0.85426398679191 }, { "x": 1.65, "y": 0.86123562880761 }, { "x": 1.7, "y": 0.86778187038963 }, { "x": 1.75, "y": 0.87393323703069 }, { "x": 1.8, "y": 0.87971789852767 }, { "x": 1.85, "y": 0.88516184164995 }, { "x": 1.9, "y": 0.89028903452958 }, { "x": 1.95, "y": 0.89512158202582 }, { "x": 2, "y": 0.8996798716599 }, { "x": 2.05, "y": 0.90398270999011 }, { "x": 2.1, "y": 0.90804744950868 }, { "x": 2.15, "y": 0.91189010629859 }, { "x": 2.2, "y": 0.9155254688008 }, { "x": 2.25, "y": 0.91896719811781 }, { "x": 2.3, "y": 0.92222792032642 }, { "x": 2.35, "y": 0.92531931129717 }, { "x": 2.4, "y": 0.92825217452603 }, { "x": 2.45, "y": 0.93103651247908 }, { "x": 2.5, "y": 0.93368159193774 }, { "x": 2.55, "y": 0.93619600381252 }, { "x": 2.6, "y": 0.9385877178695 }, { "x": 2.65, "y": 0.94086413278799 }, { "x": 2.7, "y": 0.94303212194053 }, { "x": 2.75, "y": 0.94509807525909 }, { "x": 2.8, "y": 0.94706793752421 }, { "x": 2.85, "y": 0.94894724338782 }, { "x": 2.9, "y": 0.95074114941527 }, { "x": 2.95, "y": 0.95245446340873 }, { "x": 3, "y": 0.9540916712517 }, { "x": 3.05, "y": 0.95565696149372 }, { "x": 3.1, "y": 0.95715424787542 }, { "x": 3.15, "y": 0.95858718997606 }, { "x": 3.2, "y": 0.95995921214966 }, { "x": 3.25, "y": 0.96127352090074 }, { "x": 3.3, "y": 0.96253312083716 }, { "x": 3.35, "y": 0.963740829325 }, { "x": 3.4, "y": 0.96489928995907 }, { "x": 3.45, "y": 0.96601098495235 }, { "x": 3.5, "y": 0.9670782465381 }, { "x": 3.55, "y": 0.96810326747008 }, { "x": 3.6, "y": 0.96908811069831 }, { "x": 3.65, "y": 0.97003471829092 }, { "x": 3.7, "y": 0.97094491966614 }, { "x": 3.75, "y": 0.97182043919284 }, { "x": 3.8, "y": 0.97266290321257 }, { "x": 3.85, "y": 0.97347384653151 }, { "x": 3.9, "y": 0.97425471842624 }, { "x": 3.94999999999999, "y": 0.97500688820342 }, { "x": 3.99999999999999, "y": 0.97573165034992 } ] }, { "id": 333, "curve_id": "E18.1", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Small wastewater treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.838335503023213, "sigma": 0.63257968846473789, "method": "Curve fitting", "mu_sigma_quality": 0.99959848465517986, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.838, σ=0.633, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.161378251E-05 }, { "x": 0.1, "y": 0.00337264492309 }, { "x": 0.15, "y": 0.02989696488871 }, { "x": 0.2, "y": 0.09189714887012 }, { "x": 0.25, "y": 0.17926217817296 }, { "x": 0.3, "y": 0.27640149299861 }, { "x": 0.35, "y": 0.37175691910141 }, { "x": 0.4, "y": 0.45903000744416 }, { "x": 0.45, "y": 0.53578079331625 }, { "x": 0.5, "y": 0.60180744511314 }, { "x": 0.55, "y": 0.65797885813942 }, { "x": 0.6, "y": 0.70554831597395 }, { "x": 0.65, "y": 0.74580505777499 }, { "x": 0.7, "y": 0.77992360273608 }, { "x": 0.75, "y": 0.80891546109144 }, { "x": 0.8, "y": 0.83362811800275 }, { "x": 0.85, "y": 0.85476263091565 }, { "x": 0.9, "y": 0.87289622487897 }, { "x": 0.95, "y": 0.88850407488896 }, { "x": 1, "y": 0.90197822146185 }, { "x": 1.05, "y": 0.91364323422399 }, { "x": 1.1, "y": 0.92376889549384 }, { "x": 1.15, "y": 0.93258037383223 }, { "x": 1.2, "y": 0.94026636435048 }, { "x": 1.25, "y": 0.94698561147054 }, { "x": 1.3, "y": 0.95287215385455 }, { "x": 1.35, "y": 0.95803956081418 }, { "x": 1.4, "y": 0.96258437081078 }, { "x": 1.45, "y": 0.96658889601496 }, { "x": 1.5, "y": 0.97012352066168 }, { "x": 1.55, "y": 0.97324859305499 }, { "x": 1.6, "y": 0.97601598966509 }, { "x": 1.65, "y": 0.97847041328303 }, { "x": 1.7, "y": 0.98065047446149 }, { "x": 1.75, "y": 0.98258959556956 }, { "x": 1.8, "y": 0.98431676904673 }, { "x": 1.85, "y": 0.98585719534941 }, { "x": 1.9, "y": 0.98723282126235 }, { "x": 1.95, "y": 0.98846279541018 }, { "x": 2, "y": 0.98956385473562 }, { "x": 2.05, "y": 0.99055065324346 }, { "x": 2.1, "y": 0.99143604231835 }, { "x": 2.15, "y": 0.992231310309 }, { "x": 2.2, "y": 0.99294638775763 }, { "x": 2.25, "y": 0.99359002357982 }, { "x": 2.3, "y": 0.99416993661986 }, { "x": 2.35, "y": 0.99469294628293 }, { "x": 2.4, "y": 0.9951650853487 }, { "x": 2.45, "y": 0.9955916975766 }, { "x": 2.5, "y": 0.99597752230331 }, { "x": 2.55, "y": 0.99632676789177 }, { "x": 2.6, "y": 0.99664317560657 }, { "x": 2.65, "y": 0.99693007525233 }, { "x": 2.7, "y": 0.99719043371215 }, { "x": 2.75, "y": 0.9974268973555 }, { "x": 2.8, "y": 0.99764182914338 }, { "x": 2.85, "y": 0.9978373411392 }, { "x": 2.9, "y": 0.99801532303307 }, { "x": 2.95, "y": 0.99817746720102 }, { "x": 3, "y": 0.99832529074844 }, { "x": 3.05, "y": 0.99846015492459 }, { "x": 3.1, "y": 0.99858328224224 }, { "x": 3.15, "y": 0.99869577159164 }, { "x": 3.2, "y": 0.99879861159868 }, { "x": 3.25, "y": 0.99889269244468 }, { "x": 3.3, "y": 0.99897881633591 }, { "x": 3.35, "y": 0.99905770678723 }, { "x": 3.4, "y": 0.99913001686237 }, { "x": 3.45, "y": 0.99919633649565 }, { "x": 3.5, "y": 0.99925719900375 }, { "x": 3.55, "y": 0.99931308688279 }, { "x": 3.6, "y": 0.99936443697401 }, { "x": 3.65, "y": 0.99941164507095 }, { "x": 3.7, "y": 0.99945507003222 }, { "x": 3.75, "y": 0.99949503745627 }, { "x": 3.8, "y": 0.99953184296739 }, { "x": 3.85, "y": 0.99956575515684 }, { "x": 3.9, "y": 0.99959701821717 }, { "x": 3.94999999999999, "y": 0.99962585430397 }, { "x": 3.99999999999999, "y": 0.99965246565462 } ] }, { "id": 334, "curve_id": "E18.2", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Small wastewater treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.959150883663329, "sigma": 0.736019256412487, "method": "Curve fitting", "mu_sigma_quality": 0.99984290466921666, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.959, σ=0.736, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00027888337779 }, { "x": 0.1, "y": 0.02046912688781 }, { "x": 0.15, "y": 0.09075775485351 }, { "x": 0.2, "y": 0.18787774583063 }, { "x": 0.25, "y": 0.28724259189611 }, { "x": 0.3, "y": 0.37812537516252 }, { "x": 0.35, "y": 0.45784596033728 }, { "x": 0.4, "y": 0.52699699017426 }, { "x": 0.45, "y": 0.58699939682988 }, { "x": 0.5, "y": 0.6392036501541 }, { "x": 0.55, "y": 0.68470321545343 }, { "x": 0.6, "y": 0.72437373849289 }, { "x": 0.65, "y": 0.75894307056302 }, { "x": 0.7, "y": 0.78904041193454 }, { "x": 0.75, "y": 0.81522268391444 }, { "x": 0.8, "y": 0.83798689754689 }, { "x": 0.85, "y": 0.85777599571246 }, { "x": 0.9, "y": 0.87498246992323 }, { "x": 0.95, "y": 0.88995168718508 }, { "x": 1, "y": 0.9029855450377 }, { "x": 1.05, "y": 0.91434647474053 }, { "x": 1.1, "y": 0.92426160783934 }, { "x": 1.15, "y": 0.93292689877677 }, { "x": 1.2, "y": 0.94051104145675 }, { "x": 1.25, "y": 0.94715907677656 }, { "x": 1.3, "y": 0.95299563959132 }, { "x": 1.35, "y": 0.95812783142209 }, { "x": 1.4, "y": 0.9626477300416 }, { "x": 1.45, "y": 0.9666345615942 }, { "x": 1.5, "y": 0.97015656808913 }, { "x": 1.55, "y": 0.97327260543959 }, { "x": 1.6, "y": 0.97603350657241 }, { "x": 1.65, "y": 0.97848324181127 }, { "x": 1.7, "y": 0.98065990560175 }, { "x": 1.75, "y": 0.98259655524209 }, { "x": 1.8, "y": 0.98432192393129 }, { "x": 1.85, "y": 0.98586102732162 }, { "x": 1.9, "y": 0.98723567994853 }, { "x": 1.95, "y": 0.98846493543479 }, { "x": 2, "y": 0.98956546222008 }, { "x": 2.05, "y": 0.99055186472955 }, { "x": 2.1, "y": 0.99143695833216 }, { "x": 2.15, "y": 0.99223200511951 }, { "x": 2.2, "y": 0.99294691642306 }, { "x": 2.25, "y": 0.99359042705393 }, { "x": 2.3, "y": 0.99417024546541 }, { "x": 2.35, "y": 0.99469318338171 }, { "x": 2.4, "y": 0.99516526788604 }, { "x": 2.45, "y": 0.99559183849942 }, { "x": 2.5, "y": 0.995977631395 }, { "x": 2.55, "y": 0.99632685256712 }, { "x": 2.6, "y": 0.99664324150155 }, { "x": 2.65, "y": 0.99693012666299 }, { "x": 2.7, "y": 0.99719047392232 }, { "x": 2.75, "y": 0.99742692888214 }, { "x": 2.8, "y": 0.99764185392078 }, { "x": 2.85, "y": 0.99783736065781 }, { "x": 2.9, "y": 0.99801533844424 }, { "x": 2.95, "y": 0.99817747939641 }, { "x": 3, "y": 0.99832530042029 }, { "x": 3.05, "y": 0.99846016261159 }, { "x": 3.1, "y": 0.99858328836462 }, { "x": 3.15, "y": 0.99869577647793 }, { "x": 3.2, "y": 0.99879861550637 }, { "x": 3.25, "y": 0.99889269557595 }, { "x": 3.3, "y": 0.99897881884992 }, { "x": 3.35, "y": 0.99905770880952 }, { "x": 3.4, "y": 0.99913001849217 }, { "x": 3.45, "y": 0.99919633781155 }, { "x": 3.5, "y": 0.99925720006812 }, { "x": 3.55, "y": 0.99931308774523 }, { "x": 3.6, "y": 0.99936443767406 }, { "x": 3.65, "y": 0.99941164564014 }, { "x": 3.7, "y": 0.9994550704958 }, { "x": 3.75, "y": 0.99949503783445 }, { "x": 3.8, "y": 0.99953184327641 }, { "x": 3.85, "y": 0.99956575540973 }, { "x": 3.9, "y": 0.99959701842447 }, { "x": 3.94999999999999, "y": 0.99962585447414 }, { "x": 3.99999999999999, "y": 0.99965246579453 } ] }, { "id": 335, "curve_id": "E18.3", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Medium waste water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.464844908181926, "sigma": 0.6320448946707633, "method": "Curve fitting", "mu_sigma_quality": 0.9993992946994672, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.465, σ=0.632, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.8184129E-07 }, { "x": 0.1, "y": 0.00022525250841 }, { "x": 0.15, "y": 0.00417513964355 }, { "x": 0.2, "y": 0.02009892061688 }, { "x": 0.25, "y": 0.05293862894536 }, { "x": 0.3, "y": 0.10134738025653 }, { "x": 0.35, "y": 0.16072843148314 }, { "x": 0.4, "y": 0.22603750125561 }, { "x": 0.45, "y": 0.29305416811541 }, { "x": 0.5, "y": 0.35871395268865 }, { "x": 0.55, "y": 0.42102811981368 }, { "x": 0.6, "y": 0.47886368295236 }, { "x": 0.65, "y": 0.53170737734898 }, { "x": 0.7, "y": 0.57946305556042 }, { "x": 0.75, "y": 0.62229591796814 }, { "x": 0.8, "y": 0.66052092319943 }, { "x": 0.85, "y": 0.69452702477678 }, { "x": 0.9, "y": 0.72472813969349 }, { "x": 0.95, "y": 0.75153300932668 }, { "x": 1, "y": 0.77532788691666 }, { "x": 1.05, "y": 0.79646764321174 }, { "x": 1.1, "y": 0.81527221515853 }, { "x": 1.15, "y": 0.83202631537392 }, { "x": 1.2, "y": 0.84698102608816 }, { "x": 1.25, "y": 0.86035638822826 }, { "x": 1.3, "y": 0.87234442507386 }, { "x": 1.35, "y": 0.8831122581248 }, { "x": 1.4, "y": 0.89280511543899 }, { "x": 1.45, "y": 0.90154912441763 }, { "x": 1.5, "y": 0.90945383885189 }, { "x": 1.55, "y": 0.91661448555864 }, { "x": 1.6, "y": 0.92311393689111 }, { "x": 1.65, "y": 0.92902442699701 }, { "x": 1.7, "y": 0.93440903534737 }, { "x": 1.75, "y": 0.93932296303689 }, { "x": 1.8, "y": 0.94381462714001 }, { "x": 1.85, "y": 0.94792659695218 }, { "x": 1.9, "y": 0.95169639386232 }, { "x": 1.95, "y": 0.9551571742709 }, { "x": 2, "y": 0.95833831261815 }, { "x": 2.05, "y": 0.96126589935129 }, { "x": 2.1, "y": 0.96396316660733 }, { "x": 2.15, "y": 0.96645085254929 }, { "x": 2.2, "y": 0.96874751367442 }, { "x": 2.25, "y": 0.97086979300434 }, { "x": 2.3, "y": 0.97283265085391 }, { "x": 2.35, "y": 0.97464956383721 }, { "x": 2.4, "y": 0.9763326968864 }, { "x": 2.45, "y": 0.97789305231095 }, { "x": 2.5, "y": 0.97934059929303 }, { "x": 2.55, "y": 0.98068438668284 }, { "x": 2.6, "y": 0.98193264150994 }, { "x": 2.65, "y": 0.98309285525108 }, { "x": 2.7, "y": 0.984171859579 }, { "x": 2.75, "y": 0.98517589305234 }, { "x": 2.8, "y": 0.98611065998437 }, { "x": 2.85, "y": 0.98698138254164 }, { "x": 2.9, "y": 0.98779284696709 }, { "x": 2.95, "y": 0.98854944469029 }, { "x": 3, "y": 0.98925520897659 }, { "x": 3.05, "y": 0.98991384767337 }, { "x": 3.1, "y": 0.99052877253284 }, { "x": 3.15, "y": 0.99110312552385 }, { "x": 3.2, "y": 0.99163980248886 }, { "x": 3.25, "y": 0.99214147445401 }, { "x": 3.3, "y": 0.99261060685964 }, { "x": 3.35, "y": 0.99304947694358 }, { "x": 3.4, "y": 0.99346018947988 }, { "x": 3.45, "y": 0.99384469105032 }, { "x": 3.5, "y": 0.99420478300386 }, { "x": 3.55, "y": 0.9945421332407 }, { "x": 3.6, "y": 0.99485828694119 }, { "x": 3.65, "y": 0.99515467634576 }, { "x": 3.7, "y": 0.99543262967997 }, { "x": 3.75, "y": 0.99569337930812 }, { "x": 3.8, "y": 0.99593806918964 }, { "x": 3.85, "y": 0.99616776170427 }, { "x": 3.9, "y": 0.99638344390527 }, { "x": 3.94999999999999, "y": 0.99658603325337 }, { "x": 3.99999999999999, "y": 0.99677638287881 } ] }, { "id": 336, "curve_id": "E18.4", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Medium waste water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.620907221340315, "sigma": 0.77665560944447576, "method": "Curve fitting", "mu_sigma_quality": 0.99966357046373933, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.621, σ=0.777, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.995835422E-05 }, { "x": 0.1, "y": 0.00659219882026 }, { "x": 0.15, "y": 0.04162633465196 }, { "x": 0.2, "y": 0.10249395946259 }, { "x": 0.25, "y": 0.17248734213701 }, { "x": 0.3, "y": 0.24112634751178 }, { "x": 0.35, "y": 0.3044098938026 }, { "x": 0.4, "y": 0.36178677089181 }, { "x": 0.45, "y": 0.41402528750511 }, { "x": 0.5, "y": 0.46208517785565 }, { "x": 0.55, "y": 0.50668473866444 }, { "x": 0.6, "y": 0.54824074497571 }, { "x": 0.65, "y": 0.58695088909511 }, { "x": 0.7, "y": 0.62289725212666 }, { "x": 0.75, "y": 0.65612472755831 }, { "x": 0.8, "y": 0.68668674518311 }, { "x": 0.85, "y": 0.71466510823371 }, { "x": 0.9, "y": 0.74017346782482 }, { "x": 0.95, "y": 0.76335226885729 }, { "x": 1, "y": 0.784360394656 }, { "x": 1.05, "y": 0.80336651547518 }, { "x": 1.1, "y": 0.82054160479988 }, { "x": 1.15, "y": 0.8360531475788 }, { "x": 1.2, "y": 0.85006105464905 }, { "x": 1.25, "y": 0.86271506044156 }, { "x": 1.3, "y": 0.87415330128774 }, { "x": 1.35, "y": 0.88450177401067 }, { "x": 1.4, "y": 0.89387441374437 }, { "x": 1.45, "y": 0.90237358091025 }, { "x": 1.5, "y": 0.91009079722375 }, { "x": 1.55, "y": 0.91710761393023 }, { "x": 1.6, "y": 0.92349653050175 }, { "x": 1.65, "y": 0.92932190902691 }, { "x": 1.7, "y": 0.93464084957811 }, { "x": 1.75, "y": 0.93950400626346 }, { "x": 1.8, "y": 0.94395633372929 }, { "x": 1.85, "y": 0.94803776066103 }, { "x": 1.9, "y": 0.95178379122152 }, { "x": 1.95, "y": 0.95522603805131 }, { "x": 2, "y": 0.95839269195577 }, { "x": 2.05, "y": 0.96130893410127 }, { "x": 2.1, "y": 0.96399729671317 }, { "x": 2.15, "y": 0.96647797810828 }, { "x": 2.2, "y": 0.96876911753949 }, { "x": 2.25, "y": 0.97088703487234 }, { "x": 2.3, "y": 0.97284643961433 }, { "x": 2.35, "y": 0.97466061331607 }, { "x": 2.4, "y": 0.97634156888349 }, { "x": 2.45, "y": 0.97790018989462 }, { "x": 2.5, "y": 0.97934635261082 }, { "x": 2.55, "y": 0.98068903301127 }, { "x": 2.6, "y": 0.98193640086121 }, { "x": 2.65, "y": 0.98309590254599 }, { "x": 2.7, "y": 0.98417433416092 }, { "x": 2.75, "y": 0.98517790613802 }, { "x": 2.8, "y": 0.98611230051066 }, { "x": 2.85, "y": 0.98698272176255 }, { "x": 2.9, "y": 0.98779394207544 }, { "x": 2.95, "y": 0.98855034167641 }, { "x": 3, "y": 0.98925594488919 }, { "x": 3.05, "y": 0.98991445241093 }, { "x": 3.1, "y": 0.99052927026573 }, { "x": 3.15, "y": 0.99110353582539 }, { "x": 3.2, "y": 0.9916401412365 }, { "x": 3.25, "y": 0.99214175454869 }, { "x": 3.3, "y": 0.99261083880103 }, { "x": 3.35, "y": 0.99304966929083 }, { "x": 3.4, "y": 0.99346034922141 }, { "x": 3.45, "y": 0.99384482390099 }, { "x": 3.5, "y": 0.99420489364429 }, { "x": 3.55, "y": 0.9945422255103 }, { "x": 3.6, "y": 0.99485836399402 }, { "x": 3.65, "y": 0.9951547407767 }, { "x": 3.7, "y": 0.99543268362697 }, { "x": 3.75, "y": 0.99569342453517 }, { "x": 3.8, "y": 0.99593810715422 }, { "x": 3.85, "y": 0.99616779361229 }, { "x": 3.9, "y": 0.99638347075586 }, { "x": 3.94999999999999, "y": 0.99658605587544 }, { "x": 3.99999999999999, "y": 0.99677640196097 } ] }, { "id": 337, "curve_id": "E18.5", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Large wastewater treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.276114279254361, "sigma": 0.59914622566583142, "method": "Curve fitting", "mu_sigma_quality": 0.99992037772992515, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.276, σ=0.599, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.525257E-08 }, { "x": 0.1, "y": 4.174869561E-05 }, { "x": 0.15, "y": 0.00119237404011 }, { "x": 0.2, "y": 0.00755715364314 }, { "x": 0.25, "y": 0.02396194482563 }, { "x": 0.3, "y": 0.05225073621796 }, { "x": 0.35, "y": 0.09113865305382 }, { "x": 0.4, "y": 0.13784974950127 }, { "x": 0.45, "y": 0.18943556625039 }, { "x": 0.5, "y": 0.24337532033101 }, { "x": 0.55, "y": 0.29772200915279 }, { "x": 0.6, "y": 0.35105919019619 }, { "x": 0.65, "y": 0.40240667725959 }, { "x": 0.7, "y": 0.45112697809429 }, { "x": 0.75, "y": 0.49684562902671 }, { "x": 0.8, "y": 0.5393858495431 }, { "x": 0.85, "y": 0.57871536105743 }, { "x": 0.9, "y": 0.61490345146905 }, { "x": 0.95, "y": 0.64808688742563 }, { "x": 1, "y": 0.67844353486062 }, { "x": 1.05, "y": 0.70617260485836 }, { "x": 1.1, "y": 0.73148043792412 }, { "x": 1.15, "y": 0.75457076139878 }, { "x": 1.2, "y": 0.77563842827636 }, { "x": 1.25, "y": 0.79486576307633 }, { "x": 1.3, "y": 0.81242078167292 }, { "x": 1.35, "y": 0.82845669752451 }, { "x": 1.4, "y": 0.84311226241619 }, { "x": 1.45, "y": 0.85651260756997 }, { "x": 1.5, "y": 0.86877034768621 }, { "x": 1.55, "y": 0.87998678640406 }, { "x": 1.6, "y": 0.89025311896074 }, { "x": 1.65, "y": 0.89965156948791 }, { "x": 1.7, "y": 0.90825642955805 }, { "x": 1.75, "y": 0.91613498419592 }, { "x": 1.8, "y": 0.92334832409164 }, { "x": 1.85, "y": 0.92995205020833 }, { "x": 1.9, "y": 0.93599688093839 }, { "x": 1.95, "y": 0.94152917360271 }, { "x": 2, "y": 0.94659137226212 }, { "x": 2.05, "y": 0.95122239312141 }, { "x": 2.1, "y": 0.95545795766459 }, { "x": 2.15, "y": 0.95933088233419 }, { "x": 2.2, "y": 0.9628713322266 }, { "x": 2.25, "y": 0.96610704501687 }, { "x": 2.3, "y": 0.96906353020166 }, { "x": 2.35, "y": 0.97176424777786 }, { "x": 2.4, "y": 0.97423076965679 }, { "x": 2.45, "y": 0.97648292644177 }, { "x": 2.5, "y": 0.97853894165207 }, { "x": 2.55, "y": 0.98041555504296 }, { "x": 2.6, "y": 0.98212813633058 }, { "x": 2.65, "y": 0.98369079036608 }, { "x": 2.7, "y": 0.98511645459999 }, { "x": 2.75, "y": 0.98641698952338 }, { "x": 2.8, "y": 0.98760326265606 }, { "x": 2.85, "y": 0.98868522656424 }, { "x": 2.9, "y": 0.98967199132544 }, { "x": 2.95, "y": 0.99057189180933 }, { "x": 3, "y": 0.99139255010688 }, { "x": 3.05, "y": 0.99214093341239 }, { "x": 3.1, "y": 0.99282340764127 }, { "x": 3.15, "y": 0.99344578704941 }, { "x": 3.2, "y": 0.99401338010522 }, { "x": 3.25, "y": 0.99453103185345 }, { "x": 3.3, "y": 0.99500316299803 }, { "x": 3.35, "y": 0.99543380592121 }, { "x": 3.4, "y": 0.99582663784562 }, { "x": 3.45, "y": 0.9961850113364 }, { "x": 3.5, "y": 0.99651198233046 }, { "x": 3.55, "y": 0.99681033587059 }, { "x": 3.6, "y": 0.99708260971234 }, { "x": 3.65, "y": 0.99733111596226 }, { "x": 3.7, "y": 0.99755796089684 }, { "x": 3.75, "y": 0.99776506310234 }, { "x": 3.8, "y": 0.99795417006687 }, { "x": 3.85, "y": 0.99812687334764 }, { "x": 3.9, "y": 0.99828462242766 }, { "x": 3.94999999999999, "y": 0.99842873736881 }, { "x": 3.99999999999999, "y": 0.99856042036001 } ] }, { "id": 338, "curve_id": "E18.6", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Large wastewater treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.453081576776389, "sigma": 0.7711916000253366, "method": "Curve fitting", "mu_sigma_quality": 0.99640970562361608, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.453, σ=0.771, R²=0.996; Mu/sigma can be used for reconstruction (quality: 0.996); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.605949053E-05 }, { "x": 0.1, "y": 0.003870174651 }, { "x": 0.15, "y": 0.02964695983402 }, { "x": 0.2, "y": 0.08116696893195 }, { "x": 0.25, "y": 0.14432463115258 }, { "x": 0.3, "y": 0.20665253604074 }, { "x": 0.35, "y": 0.26232125217793 }, { "x": 0.4, "y": 0.31037871747732 }, { "x": 0.45, "y": 0.35224747963024 }, { "x": 0.5, "y": 0.38995009510514 }, { "x": 0.55, "y": 0.42519982393933 }, { "x": 0.6, "y": 0.45910955014814 }, { "x": 0.65, "y": 0.49222914766998 }, { "x": 0.7, "y": 0.52470415496208 }, { "x": 0.75, "y": 0.55644349397607 }, { "x": 0.8, "y": 0.58725083482102 }, { "x": 0.85, "y": 0.61691079273064 }, { "x": 0.9, "y": 0.6452368660426 }, { "x": 0.95, "y": 0.67209228628627 }, { "x": 1, "y": 0.69739407253489 }, { "x": 1.05, "y": 0.72110803663 }, { "x": 1.1, "y": 0.74323988324959 }, { "x": 1.15, "y": 0.76382547278736 }, { "x": 1.2, "y": 0.78292186237432 }, { "x": 1.25, "y": 0.80059981705641 }, { "x": 1.3, "y": 0.81693794771402 }, { "x": 1.35, "y": 0.83201835537547 }, { "x": 1.4, "y": 0.84592354389891 }, { "x": 1.45, "y": 0.85873433575766 }, { "x": 1.5, "y": 0.87052854454947 }, { "x": 1.55, "y": 0.88138019617919 }, { "x": 1.6, "y": 0.89135913352143 }, { "x": 1.65, "y": 0.90053087923305 }, { "x": 1.7, "y": 0.90895666510445 }, { "x": 1.75, "y": 0.91669356317969 }, { "x": 1.8, "y": 0.92379467431436 }, { "x": 1.85, "y": 0.93030934485329 }, { "x": 1.9, "y": 0.93628339279426 }, { "x": 1.95, "y": 0.94175933217865 }, { "x": 2, "y": 0.94677658938279 }, { "x": 2.05, "y": 0.95137170816728 }, { "x": 2.1, "y": 0.95557854230888 }, { "x": 2.15, "y": 0.95942843578533 }, { "x": 2.2, "y": 0.96295039109188 }, { "x": 2.25, "y": 0.96617122654002 }, { "x": 2.3, "y": 0.9691157234595 }, { "x": 2.35, "y": 0.97180676418416 }, { "x": 2.4, "y": 0.97426546160981 }, { "x": 2.45, "y": 0.97651128100064 }, { "x": 2.5, "y": 0.97856215461298 }, { "x": 2.55, "y": 0.98043458960896 }, { "x": 2.6, "y": 0.98214376965385 }, { "x": 2.65, "y": 0.98370365052921 }, { "x": 2.7, "y": 0.98512705004823 }, { "x": 2.75, "y": 0.98642573252712 }, { "x": 2.8, "y": 0.98761048804488 }, { "x": 2.85, "y": 0.98869120670993 }, { "x": 2.9, "y": 0.9896769481445 }, { "x": 2.95, "y": 0.99057600639346 }, { "x": 3, "y": 0.9913959704627 }, { "x": 3.05, "y": 0.99214378069152 }, { "x": 3.1, "y": 0.99282578116327 }, { "x": 3.15, "y": 0.99344776835778 }, { "x": 3.2, "y": 0.99401503624786 }, { "x": 3.25, "y": 0.99453241803977 }, { "x": 3.3, "y": 0.99500432475468 }, { "x": 3.35, "y": 0.99543478084354 }, { "x": 3.4, "y": 0.9958274570229 }, { "x": 3.45, "y": 0.99618570051322 }, { "x": 3.5, "y": 0.99651256285463 }, { "x": 3.55, "y": 0.99681082546783 }, { "x": 3.6, "y": 0.99708302312035 }, { "x": 3.65, "y": 0.99733146545043 }, { "x": 3.7, "y": 0.99755825669282 }, { "x": 3.75, "y": 0.99776531374265 }, { "x": 3.8, "y": 0.99795438268546 }, { "x": 3.85, "y": 0.9981270539137 }, { "x": 3.9, "y": 0.99828477594191 }, { "x": 3.94999999999999, "y": 0.99842886802563 }, { "x": 3.99999999999999, "y": 0.99856053168167 } ] }, { "id": 339, "curve_id": "E2.1", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Small substation, low voltage: 34.5-150 kV", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.903049120652083, "sigma": 0.71118202371124351, "method": "Curve fitting", "mu_sigma_quality": 0.99945286909290931, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.903, σ=0.711, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00891513134561 }, { "x": 0.1, "y": 0.04895942269423 }, { "x": 0.15, "y": 0.10676730762962 }, { "x": 0.2, "y": 0.17572238240285 }, { "x": 0.25, "y": 0.25223274826516 }, { "x": 0.3, "y": 0.33196567389677 }, { "x": 0.35, "y": 0.41037652437462 }, { "x": 0.4, "y": 0.48392704503613 }, { "x": 0.45, "y": 0.55055997815122 }, { "x": 0.5, "y": 0.60951809471775 }, { "x": 0.55, "y": 0.66092370961353 }, { "x": 0.6, "y": 0.70538152164176 }, { "x": 0.65, "y": 0.74369494954566 }, { "x": 0.7, "y": 0.77669561705174 }, { "x": 0.75, "y": 0.8051560543704 }, { "x": 0.8, "y": 0.82975451341685 }, { "x": 0.85, "y": 0.8510685846078 }, { "x": 0.9, "y": 0.86958266236607 }, { "x": 0.95, "y": 0.88570065690945 }, { "x": 1, "y": 0.89975948989339 }, { "x": 1.05, "y": 0.91204135504366 }, { "x": 1.1, "y": 0.92278404918318 }, { "x": 1.15, "y": 0.93218933051238 }, { "x": 1.2, "y": 0.94042953700869 }, { "x": 1.25, "y": 0.94765277960217 }, { "x": 1.3, "y": 0.95398701566742 }, { "x": 1.35, "y": 0.95954326363864 }, { "x": 1.4, "y": 0.96441816667866 }, { "x": 1.45, "y": 0.96869606452678 }, { "x": 1.5, "y": 0.97245069223289 }, { "x": 1.55, "y": 0.97574659299922 }, { "x": 1.6, "y": 0.97864030875603 }, { "x": 1.65, "y": 0.98118139487283 }, { "x": 1.7, "y": 0.98341329305165 }, { "x": 1.75, "y": 0.98537408768781 }, { "x": 1.8, "y": 0.98709716480554 }, { "x": 1.85, "y": 0.98861178831938 }, { "x": 1.9, "y": 0.98994360528332 }, { "x": 1.95, "y": 0.99111508957168 }, { "x": 2, "y": 0.99214593181424 }, { "x": 2.05, "y": 0.99305338219299 }, { "x": 2.1, "y": 0.99385255177081 }, { "x": 2.15, "y": 0.99455667727778 }, { "x": 2.2, "y": 0.99517735367112 }, { "x": 2.25, "y": 0.99572473827252 }, { "x": 2.3, "y": 0.99620772984667 }, { "x": 2.35, "y": 0.99663412560185 }, { "x": 2.4, "y": 0.99701075875466 }, { "x": 2.45, "y": 0.99734361900085 }, { "x": 2.5, "y": 0.99763795796637 }, { "x": 2.55, "y": 0.99789838147309 }, { "x": 2.6, "y": 0.99812893024009 }, { "x": 2.65, "y": 0.99833315045022 }, { "x": 2.7, "y": 0.99851415544173 }, { "x": 2.75, "y": 0.99867467963292 }, { "x": 2.8, "y": 0.99881712565368 }, { "x": 2.85, "y": 0.99894360553846 }, { "x": 2.9, "y": 0.99905597672965 }, { "x": 2.95, "y": 0.99915587354769 }, { "x": 3, "y": 0.999244734702 }, { "x": 3.05, "y": 0.99932382734475 }, { "x": 3.1, "y": 0.99939426810634 }, { "x": 3.15, "y": 0.99945704149573 }, { "x": 3.2, "y": 0.99951301600019 }, { "x": 3.25, "y": 0.99956295817642 }, { "x": 3.3, "y": 0.99960754498783 }, { "x": 3.35, "y": 0.99964737461016 }, { "x": 3.4, "y": 0.99968297589909 }, { "x": 3.45, "y": 0.99971481668917 }, { "x": 3.5, "y": 0.99974331107114 }, { "x": 3.55, "y": 0.99976882577635 }, { "x": 3.6, "y": 0.99979168578045 }, { "x": 3.65, "y": 0.99981217922394 }, { "x": 3.7, "y": 0.99983056173522 }, { "x": 3.75, "y": 0.99984706023033 }, { "x": 3.8, "y": 0.99986187625456 }, { "x": 3.85, "y": 0.99987518892259 }, { "x": 3.9, "y": 0.99988715750682 }, { "x": 3.94999999999999, "y": 0.99989792371706 }, { "x": 3.99999999999999, "y": 0.99990761370964 } ] }, { "id": 340, "curve_id": "E2.2", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Small substation, low voltage: 34.5-150 kV", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -1.11438699221431, "sigma": 0.6684916913911918, "method": "Curve fitting", "mu_sigma_quality": 0.99973160195214072, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.114, σ=0.668, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01073912011196 }, { "x": 0.1, "y": 0.05892972296441 }, { "x": 0.15, "y": 0.13014248641648 }, { "x": 0.2, "y": 0.22394673341844 }, { "x": 0.25, "y": 0.33268463119813 }, { "x": 0.3, "y": 0.441560207182 }, { "x": 0.35, "y": 0.53908685052378 }, { "x": 0.4, "y": 0.62060107079516 }, { "x": 0.45, "y": 0.68639713583518 }, { "x": 0.5, "y": 0.73897753027461 }, { "x": 0.55, "y": 0.78124225209673 }, { "x": 0.6, "y": 0.81568270501017 }, { "x": 0.65, "y": 0.84418107257603 }, { "x": 0.7, "y": 0.86807515027389 }, { "x": 0.75, "y": 0.88829758129275 }, { "x": 0.8, "y": 0.90550694087293 }, { "x": 0.85, "y": 0.92018592481448 }, { "x": 0.9, "y": 0.93270661814055 }, { "x": 0.95, "y": 0.94337059362665 }, { "x": 1, "y": 0.95243216306251 }, { "x": 1.05, "y": 0.96011132325872 }, { "x": 1.1, "y": 0.96660085698816 }, { "x": 1.15, "y": 0.97207036017072 }, { "x": 1.2, "y": 0.97666878914902 }, { "x": 1.25, "y": 0.98052637407095 }, { "x": 1.3, "y": 0.98375630315922 }, { "x": 1.35, "y": 0.98645634055036 }, { "x": 1.4, "y": 0.98871041890603 }, { "x": 1.45, "y": 0.99059019505324 }, { "x": 1.5, "y": 0.99215654019023 }, { "x": 1.55, "y": 0.99346093678265 }, { "x": 1.6, "y": 0.9945467617228 }, { "x": 1.65, "y": 0.99545044428014 }, { "x": 1.7, "y": 0.99620249538401 }, { "x": 1.75, "y": 0.99682841097299 }, { "x": 1.8, "y": 0.99734945642364 }, { "x": 1.85, "y": 0.99778334168434 }, { "x": 1.9, "y": 0.99814479804747 }, { "x": 1.95, "y": 0.99844606785117 }, { "x": 2, "y": 0.99869731811811 }, { "x": 2.05, "y": 0.99890698845164 }, { "x": 2.1, "y": 0.99908208260103 }, { "x": 2.15, "y": 0.99922841210159 }, { "x": 2.2, "y": 0.99935079937848 }, { "x": 2.25, "y": 0.99945324672846 }, { "x": 2.3, "y": 0.99953907669204 }, { "x": 2.35, "y": 0.99961104851598 }, { "x": 2.4, "y": 0.99967145468723 }, { "x": 2.45, "y": 0.99972220089212 }, { "x": 2.5, "y": 0.99976487221469 }, { "x": 2.55, "y": 0.99980078792584 }, { "x": 2.6, "y": 0.99983104682344 }, { "x": 2.65, "y": 0.99985656475308 }, { "x": 2.7, "y": 0.99987810566204 }, { "x": 2.75, "y": 0.99989630730697 }, { "x": 2.8, "y": 0.99991170254274 }, { "x": 2.85, "y": 0.99992473695928 }, { "x": 2.9, "y": 0.99993578349996 }, { "x": 2.95, "y": 0.99994515458468 }, { "x": 3, "y": 0.99995311216972 }, { "x": 3.05, "y": 0.99995987610087 }, { "x": 3.1, "y": 0.99996563105421 }, { "x": 3.15, "y": 0.9999705323076 }, { "x": 3.2, "y": 0.99997471054337 }, { "x": 3.25, "y": 0.99997827584817 }, { "x": 3.3, "y": 0.99998132104671 }, { "x": 3.35, "y": 0.99998392448276 }, { "x": 3.4, "y": 0.99998615234092 }, { "x": 3.45, "y": 0.99998806058679 }, { "x": 3.5, "y": 0.99998969658953 }, { "x": 3.55, "y": 0.99999110048014 }, { "x": 3.6, "y": 0.99999230628942 }, { "x": 3.65, "y": 0.99999334290223 }, { "x": 3.7, "y": 0.99999423485853 }, { "x": 3.75, "y": 0.99999500302622 }, { "x": 3.8, "y": 0.99999566516696 }, { "x": 3.85, "y": 0.99999623641241 }, { "x": 3.9, "y": 0.99999672966538 }, { "x": 3.94999999999999, "y": 0.99999715593802 }, { "x": 3.99999999999999, "y": 0.99999752463737 } ] }, { "id": 341, "curve_id": "E2.3", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Medium substation, medium voltage: 150-350 kV", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -1.10754540582692, "sigma": 0.64088612055758321, "method": "Curve fitting", "mu_sigma_quality": 0.99984357199782248, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.108, σ=0.641, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00519340839193 }, { "x": 0.1, "y": 0.04614432309061 }, { "x": 0.15, "y": 0.12021087807696 }, { "x": 0.2, "y": 0.21708732157224 }, { "x": 0.25, "y": 0.32646247874169 }, { "x": 0.3, "y": 0.43538562637594 }, { "x": 0.35, "y": 0.533846441329 }, { "x": 0.4, "y": 0.61741843320649 }, { "x": 0.45, "y": 0.6859677808656 }, { "x": 0.5, "y": 0.74144619152619 }, { "x": 0.55, "y": 0.78633053785162 }, { "x": 0.6, "y": 0.82287225977976 }, { "x": 0.65, "y": 0.85286798187741 }, { "x": 0.7, "y": 0.87767378714754 }, { "x": 0.75, "y": 0.89829846119116 }, { "x": 0.8, "y": 0.91550088102174 }, { "x": 0.85, "y": 0.92986668345172 }, { "x": 0.9, "y": 0.94186151957799 }, { "x": 0.95, "y": 0.95186568302031 }, { "x": 1, "y": 0.96019597749376 }, { "x": 1.05, "y": 0.96711957862339 }, { "x": 1.1, "y": 0.9728631588509 }, { "x": 1.15, "y": 0.97761931054152 }, { "x": 1.2, "y": 0.9815514432392 }, { "x": 1.25, "y": 0.98479779142298 }, { "x": 1.3, "y": 0.9874748558748 }, { "x": 1.35, "y": 0.98968043291111 }, { "x": 1.4, "y": 0.99149630211136 }, { "x": 1.45, "y": 0.99299060640797 }, { "x": 1.5, "y": 0.99421994536808 }, { "x": 1.55, "y": 0.99523120016264 }, { "x": 1.6, "y": 0.99606311023616 }, { "x": 1.65, "y": 0.99674762379407 }, { "x": 1.7, "y": 0.99731104558777 }, { "x": 1.75, "y": 0.99777500575941 }, { "x": 1.8, "y": 0.99815727280658 }, { "x": 1.85, "y": 0.99847243229549 }, { "x": 1.9, "y": 0.9987324510651 }, { "x": 1.95, "y": 0.99894714455448 }, { "x": 2, "y": 0.99912456273015 }, { "x": 2.05, "y": 0.99927130800715 }, { "x": 2.1, "y": 0.999392796624 }, { "x": 2.15, "y": 0.9994934731855 }, { "x": 2.2, "y": 0.99957698654481 }, { "x": 2.25, "y": 0.99964633385525 }, { "x": 2.3, "y": 0.99970397847213 }, { "x": 2.35, "y": 0.99975194640829 }, { "x": 2.4, "y": 0.99979190522477 }, { "x": 2.45, "y": 0.99982522855041 }, { "x": 2.5, "y": 0.99985304885252 }, { "x": 2.55, "y": 0.99987630060712 }, { "x": 2.6, "y": 0.999895755627 }, { "x": 2.65, "y": 0.99991205198445 }, { "x": 2.7, "y": 0.99992571770248 }, { "x": 2.75, "y": 0.9999371901721 }, { "x": 2.8, "y": 0.9999468320774 }, { "x": 2.85, "y": 0.99995494446576 }, { "x": 2.9, "y": 0.99996177748341 }, { "x": 2.95, "y": 0.99996753920035 }, { "x": 3, "y": 0.99997240287102 }, { "x": 3.05, "y": 0.99997651291316 }, { "x": 3.1, "y": 0.99997998983576 }, { "x": 3.15, "y": 0.99998293430447 }, { "x": 3.2, "y": 0.99998543049878 }, { "x": 3.25, "y": 0.99998754888701 }, { "x": 3.3, "y": 0.99998934852228 }, { "x": 3.35, "y": 0.99999087894413 }, { "x": 3.4, "y": 0.99999218175506 }, { "x": 3.45, "y": 0.99999329192882 }, { "x": 3.5, "y": 0.99999423889742 }, { "x": 3.55, "y": 0.9999950474549 }, { "x": 3.6, "y": 0.9999957385098 }, { "x": 3.65, "y": 0.99999632971211 }, { "x": 3.7, "y": 0.9999968359763 }, { "x": 3.75, "y": 0.99999726991796 }, { "x": 3.8, "y": 0.99999764221892 }, { "x": 3.85, "y": 0.99999796193258 }, { "x": 3.9, "y": 0.99999823673973 }, { "x": 3.94999999999999, "y": 0.99999847316305 }, { "x": 3.99999999999999, "y": 0.99999867674706 } ] }, { "id": 342, "curve_id": "E2.4", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Medium substation, medium voltage: 150-350 kV", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -1.32780457831756, "sigma": 0.618752749449301, "method": "Curve fitting", "mu_sigma_quality": 0.99880252074234788, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.328, σ=0.619, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01929590153471 }, { "x": 0.1, "y": 0.09691744629778 }, { "x": 0.15, "y": 0.20007701087932 }, { "x": 0.2, "y": 0.32074741157081 }, { "x": 0.25, "y": 0.44659012530941 }, { "x": 0.3, "y": 0.5629499334173 }, { "x": 0.35, "y": 0.66162395951493 }, { "x": 0.4, "y": 0.7410194684795 }, { "x": 0.45, "y": 0.80305750298023 }, { "x": 0.5, "y": 0.85077774323441 }, { "x": 0.55, "y": 0.88717738993474 }, { "x": 0.6, "y": 0.91481071443367 }, { "x": 0.65, "y": 0.93572720247108 }, { "x": 0.7, "y": 0.95152743273876 }, { "x": 0.75, "y": 0.96344530538553 }, { "x": 0.8, "y": 0.97242536243809 }, { "x": 0.85, "y": 0.97918729339252 }, { "x": 0.9, "y": 0.9842774742622 }, { "x": 0.95, "y": 0.98810942562385 }, { "x": 1, "y": 0.99099528911004 }, { "x": 1.05, "y": 0.99317016240966 }, { "x": 1.1, "y": 0.99481080797563 }, { "x": 1.15, "y": 0.9960499600187 }, { "x": 1.2, "y": 0.99698721131715 }, { "x": 1.25, "y": 0.99769726072397 }, { "x": 1.3, "y": 0.99823613739034 }, { "x": 1.35, "y": 0.99864588328785 }, { "x": 1.4, "y": 0.99895806717602 }, { "x": 1.45, "y": 0.99919641677766 }, { "x": 1.5, "y": 0.99937878795355 }, { "x": 1.55, "y": 0.99951863678669 }, { "x": 1.6, "y": 0.99962611975312 }, { "x": 1.65, "y": 0.99970891604157 }, { "x": 1.7, "y": 0.9997728424819 }, { "x": 1.75, "y": 0.99982231373901 }, { "x": 1.8, "y": 0.99986068705852 }, { "x": 1.85, "y": 0.99989052084495 }, { "x": 1.9, "y": 0.9999137688834 }, { "x": 1.95, "y": 0.99993192645032 }, { "x": 2, "y": 0.99994614041658 }, { "x": 2.05, "y": 0.99995729236555 }, { "x": 2.1, "y": 0.99996606145743 }, { "x": 2.15, "y": 0.99997297206799 }, { "x": 2.2, "y": 0.99997842996129 }, { "x": 2.25, "y": 0.99998274981238 }, { "x": 2.3, "y": 0.99998617619187 }, { "x": 2.35, "y": 0.99998889959904 }, { "x": 2.4, "y": 0.99999106873785 }, { "x": 2.45, "y": 0.99999279993611 }, { "x": 2.5, "y": 0.99999418438806 }, { "x": 2.55, "y": 0.99999529373514 }, { "x": 2.6, "y": 0.99999618437543 }, { "x": 2.65, "y": 0.99999690079831 }, { "x": 2.7, "y": 0.9999974781703 }, { "x": 2.75, "y": 0.99999794434444 }, { "x": 2.8, "y": 0.99999832142488 }, { "x": 2.85, "y": 0.99999862698768 }, { "x": 2.9, "y": 0.99999887503529 }, { "x": 2.95, "y": 0.99999907674432 }, { "x": 3, "y": 0.99999924105249 }, { "x": 3.05, "y": 0.99999937512028 }, { "x": 3.1, "y": 0.99999948469477 }, { "x": 3.15, "y": 0.99999957439685 }, { "x": 3.2, "y": 0.99999964794847 }, { "x": 3.25, "y": 0.99999970835271 }, { "x": 3.3, "y": 0.99999975803677 }, { "x": 3.35, "y": 0.9999997989657 }, { "x": 3.4, "y": 0.99999983273304 }, { "x": 3.45, "y": 0.99999986063315 }, { "x": 3.5, "y": 0.9999998837191 }, { "x": 3.55, "y": 0.99999990284898 }, { "x": 3.6, "y": 0.99999991872309 }, { "x": 3.65, "y": 0.99999993191386 }, { "x": 3.7, "y": 0.99999994288988 }, { "x": 3.75, "y": 0.99999995203531 }, { "x": 3.8, "y": 0.99999995966558 }, { "x": 3.85, "y": 0.99999996604002 }, { "x": 3.9, "y": 0.99999997137218 }, { "x": 3.94999999999999, "y": 0.99999997583814 }, { "x": 3.99999999999999, "y": 0.99999997958328 } ] }, { "id": 343, "curve_id": "E2.5", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Large substation, high voltage: >350 kV", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -1.61840580666859, "sigma": 0.6413924982133512, "method": "Curve fitting", "mu_sigma_quality": 0.99872807432730826, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.618, σ=0.641, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01045507984157 }, { "x": 0.1, "y": 0.11915022827164 }, { "x": 0.15, "y": 0.31752221284755 }, { "x": 0.2, "y": 0.52055184150803 }, { "x": 0.25, "y": 0.6671165309559 }, { "x": 0.3, "y": 0.75804149604052 }, { "x": 0.35, "y": 0.81513297360431 }, { "x": 0.4, "y": 0.85475354097204 }, { "x": 0.45, "y": 0.88504970954266 }, { "x": 0.5, "y": 0.90940702316561 }, { "x": 0.55, "y": 0.92921338059015 }, { "x": 0.6, "y": 0.94519720591471 }, { "x": 0.65, "y": 0.95792019481718 }, { "x": 0.7, "y": 0.96790627667968 }, { "x": 0.75, "y": 0.97564889201659 }, { "x": 0.8, "y": 0.98159293168127 }, { "x": 0.85, "y": 0.98612139041128 }, { "x": 0.9, "y": 0.98955175188282 }, { "x": 0.95, "y": 0.99213969773932 }, { "x": 1, "y": 0.99408672647091 }, { "x": 1.05, "y": 0.99554909752592 }, { "x": 1.1, "y": 0.99664655173857 }, { "x": 1.15, "y": 0.99747004632049 }, { "x": 1.2, "y": 0.99808823775884 }, { "x": 1.25, "y": 0.99855271829392 }, { "x": 1.3, "y": 0.99890214007607 }, { "x": 1.35, "y": 0.99916540598375 }, { "x": 1.4, "y": 0.99936410709286 }, { "x": 1.45, "y": 0.99951436768891 }, { "x": 1.5, "y": 0.9996282327034 }, { "x": 1.55, "y": 0.99971470625589 }, { "x": 1.6, "y": 0.99978052660351 }, { "x": 1.65, "y": 0.99983074324694 }, { "x": 1.7, "y": 0.99986914622647 }, { "x": 1.75, "y": 0.99989858533578 }, { "x": 1.8, "y": 0.99992120751696 }, { "x": 1.85, "y": 0.99993863351309 }, { "x": 1.9, "y": 0.99995208944542 }, { "x": 1.95, "y": 0.99996250493815 }, { "x": 2, "y": 0.99997058640313 }, { "x": 2.05, "y": 0.99997687186308 }, { "x": 2.1, "y": 0.99998177203783 }, { "x": 2.15, "y": 0.99998560119471 }, { "x": 2.2, "y": 0.99998860035961 }, { "x": 2.25, "y": 0.99999095481686 }, { "x": 2.3, "y": 0.99999280733123 }, { "x": 2.35, "y": 0.99999426815967 }, { "x": 2.4, "y": 0.99999542264883 }, { "x": 2.45, "y": 0.99999633701351 }, { "x": 2.5, "y": 0.99999706274117 }, { "x": 2.55, "y": 0.99999763995698 }, { "x": 2.6, "y": 0.99999810000023 }, { "x": 2.65, "y": 0.99999846740147 }, { "x": 2.7, "y": 0.99999876140313 }, { "x": 2.75, "y": 0.99999899713155 }, { "x": 2.8, "y": 0.99999918650235 }, { "x": 2.85, "y": 0.99999933892133 }, { "x": 2.9, "y": 0.99999946182824 }, { "x": 2.95, "y": 0.99999956111954 }, { "x": 3, "y": 0.99999964147777 }, { "x": 3.05, "y": 0.99999970662872 }, { "x": 3.1, "y": 0.99999975954256 }, { "x": 3.15, "y": 0.99999980259159 }, { "x": 3.2, "y": 0.99999983767409 }, { "x": 3.25, "y": 0.99999986631182 }, { "x": 3.3, "y": 0.99999988972689 }, { "x": 3.35, "y": 0.99999990890252 }, { "x": 3.4, "y": 0.99999992463109 }, { "x": 3.45, "y": 0.9999999375523 }, { "x": 3.5, "y": 0.99999994818345 }, { "x": 3.55, "y": 0.99999995694358 }, { "x": 3.6, "y": 0.99999996417264 }, { "x": 3.65, "y": 0.99999997014692 }, { "x": 3.7, "y": 0.99999997509128 }, { "x": 3.75, "y": 0.99999997918904 }, { "x": 3.8, "y": 0.99999998258986 }, { "x": 3.85, "y": 0.99999998541614 }, { "x": 3.9, "y": 0.99999998776809 }, { "x": 3.94999999999999, "y": 0.99999998972791 }, { "x": 3.99999999999999, "y": 0.9999999913631 } ] }, { "id": 344, "curve_id": "E2.6", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Large substation, high voltage: >350 kV", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -1.78467653651345, "sigma": 0.61258023219955871, "method": "Curve fitting", "mu_sigma_quality": 0.99917455700118407, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.785, σ=0.613, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.02018974819713 }, { "x": 0.1, "y": 0.17741577510465 }, { "x": 0.15, "y": 0.43183130312363 }, { "x": 0.2, "y": 0.63472940349576 }, { "x": 0.25, "y": 0.75321806415938 }, { "x": 0.3, "y": 0.8232429886947 }, { "x": 0.35, "y": 0.87144957565089 }, { "x": 0.4, "y": 0.90791902125738 }, { "x": 0.45, "y": 0.9356779316497 }, { "x": 0.5, "y": 0.95615127993623 }, { "x": 0.55, "y": 0.97070247070406 }, { "x": 0.6, "y": 0.98072112138505 }, { "x": 0.65, "y": 0.987451732566 }, { "x": 0.7, "y": 0.99189262424755 }, { "x": 0.75, "y": 0.99478566971852 }, { "x": 0.8, "y": 0.99665421053382 }, { "x": 0.85, "y": 0.99785451345002 }, { "x": 0.9, "y": 0.99862324704382 }, { "x": 0.95, "y": 0.99911502131858 }, { "x": 1, "y": 0.99942970909324 }, { "x": 1.05, "y": 0.99963135648099 }, { "x": 1.1, "y": 0.99976085578126 }, { "x": 1.15, "y": 0.99984425883223 }, { "x": 1.2, "y": 0.999898153661 }, { "x": 1.25, "y": 0.99993310966725 }, { "x": 1.3, "y": 0.99995587238783 }, { "x": 1.35, "y": 0.99997075708885 }, { "x": 1.4, "y": 0.99998053239091 }, { "x": 1.45, "y": 0.99998698053561 }, { "x": 1.5, "y": 0.99999125299839 }, { "x": 1.55, "y": 0.99999409662413 }, { "x": 1.6, "y": 0.99999599778486 }, { "x": 1.65, "y": 0.99999727455023 }, { "x": 1.7, "y": 0.99999813581461 }, { "x": 1.75, "y": 0.9999987193636 }, { "x": 1.8, "y": 0.99999911647464 }, { "x": 1.85, "y": 0.99999938787836 }, { "x": 1.9, "y": 0.9999995741565 }, { "x": 1.95, "y": 0.99999970254365 }, { "x": 2, "y": 0.99999979139517 }, { "x": 2.05, "y": 0.99999985313438 }, { "x": 2.1, "y": 0.99999989620476 }, { "x": 2.15, "y": 0.99999992636857 }, { "x": 2.2, "y": 0.99999994757423 }, { "x": 2.25, "y": 0.99999996253808 }, { "x": 2.3, "y": 0.99999997313624 }, { "x": 2.35, "y": 0.99999998066945 }, { "x": 2.4, "y": 0.99999998604302 }, { "x": 2.45, "y": 0.99999998988937 }, { "x": 2.5, "y": 0.99999999265189 }, { "x": 2.55, "y": 0.9999999946426 }, { "x": 2.6, "y": 0.9999999960818 }, { "x": 2.65, "y": 0.99999999712561 }, { "x": 2.7, "y": 0.99999999788504 }, { "x": 2.75, "y": 0.99999999843925 }, { "x": 2.8, "y": 0.99999999884492 }, { "x": 2.85, "y": 0.99999999914274 }, { "x": 2.9, "y": 0.99999999936201 }, { "x": 2.95, "y": 0.99999999952391 }, { "x": 3, "y": 0.99999999964378 }, { "x": 3.05, "y": 0.99999999973277 }, { "x": 3.1, "y": 0.99999999979902 }, { "x": 3.15, "y": 0.99999999984847 }, { "x": 3.2, "y": 0.99999999988547 }, { "x": 3.25, "y": 0.99999999991322 }, { "x": 3.3, "y": 0.9999999999341 }, { "x": 3.35, "y": 0.99999999994984 }, { "x": 3.4, "y": 0.99999999996173 }, { "x": 3.45, "y": 0.99999999997073 }, { "x": 3.5, "y": 0.99999999997757 }, { "x": 3.55, "y": 0.99999999998278 }, { "x": 3.6, "y": 0.99999999998674 }, { "x": 3.65, "y": 0.99999999998978 }, { "x": 3.7, "y": 0.9999999999921 }, { "x": 3.75, "y": 0.99999999999388 }, { "x": 3.8, "y": 0.99999999999525 }, { "x": 3.85, "y": 0.99999999999631 }, { "x": 3.9, "y": 0.99999999999713 }, { "x": 3.94999999999999, "y": 0.99999999999776 }, { "x": 3.99999999999999, "y": 0.99999999999825 } ] }, { "id": 345, "curve_id": "E2.9", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Small substation", "ci_detail": "Unanchored/standard components", "source_type": "Peer-reviewed", "source_abbrev": "Omidvar et al. (2017)", "source_detail": "Omidvar, B., Azizi, R., and Abdollahi, Y.: Seismic Risk Assessment of Power Substations, Environmental Energy and Economic Research, 1, 43–60, https://doi.org/10.22097/eeer.2017.46456, 2017.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -1.17729081227835, "sigma": 0.74597559966378824, "method": "Curve fitting", "mu_sigma_quality": 0.99906728671698286, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.177, σ=0.746, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "0", "geography": "Europe", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01019346036297 }, { "x": 0.1, "y": 0.08178122948469 }, { "x": 0.15, "y": 0.18497859129884 }, { "x": 0.2, "y": 0.29124059092284 }, { "x": 0.25, "y": 0.39210322398962 }, { "x": 0.3, "y": 0.48302780603509 }, { "x": 0.35, "y": 0.5616063396114 }, { "x": 0.4, "y": 0.62787382821795 }, { "x": 0.45, "y": 0.68339936662646 }, { "x": 0.5, "y": 0.73017657676365 }, { "x": 0.55, "y": 0.76997573476951 }, { "x": 0.6, "y": 0.8041422149344 }, { "x": 0.65, "y": 0.83363266527619 }, { "x": 0.7, "y": 0.85912604297559 }, { "x": 0.75, "y": 0.88112897697274 }, { "x": 0.8, "y": 0.90005006720754 }, { "x": 0.85, "y": 0.91624354957986 }, { "x": 0.9, "y": 0.930030940004 }, { "x": 0.95, "y": 0.94170951005095 }, { "x": 1, "y": 0.9515541406162 }, { "x": 1.05, "y": 0.95981661717843 }, { "x": 1.1, "y": 0.96672454004083 }, { "x": 1.15, "y": 0.97248080659728 }, { "x": 1.2, "y": 0.97726393394548 }, { "x": 1.25, "y": 0.98122915162097 }, { "x": 1.3, "y": 0.98451006297988 }, { "x": 1.35, "y": 0.98722065247506 }, { "x": 1.4, "y": 0.98945744511099 }, { "x": 1.45, "y": 0.99130167037789 }, { "x": 1.5, "y": 0.99282132915077 }, { "x": 1.55, "y": 0.99407310120424 }, { "x": 1.6, "y": 0.99510406109827 }, { "x": 1.65, "y": 0.99595319167778 }, { "x": 1.7, "y": 0.99665269873237 }, { "x": 1.75, "y": 0.99722913913668 }, { "x": 1.8, "y": 0.99770437955163 }, { "x": 1.85, "y": 0.9980964047607 }, { "x": 1.9, "y": 0.99841999490131 }, { "x": 1.95, "y": 0.99868728993156 }, { "x": 2, "y": 0.99890825814028 }, { "x": 2.05, "y": 0.99909108369562 }, { "x": 2.1, "y": 0.99924248634888 }, { "x": 2.15, "y": 0.99936798459735 }, { "x": 2.2, "y": 0.99947211193538 }, { "x": 2.25, "y": 0.99955859432242 }, { "x": 2.3, "y": 0.9996304956802 }, { "x": 2.35, "y": 0.99969033709552 }, { "x": 2.4, "y": 0.99974019443614 }, { "x": 2.45, "y": 0.99978177826962 }, { "x": 2.5, "y": 0.99981649928921 }, { "x": 2.55, "y": 0.99984552187996 }, { "x": 2.6, "y": 0.99986980798483 }, { "x": 2.65, "y": 0.99989015303966 }, { "x": 2.7, "y": 0.99990721542407 }, { "x": 2.75, "y": 0.99992154061101 }, { "x": 2.8, "y": 0.99993358098139 }, { "x": 2.85, "y": 0.9999437120928 }, { "x": 2.9, "y": 0.99995224604661 }, { "x": 2.95, "y": 0.99995944247962 }, { "x": 3, "y": 0.99996551760967 }, { "x": 3.05, "y": 0.99997065168633 }, { "x": 3.1, "y": 0.99997499513313 }, { "x": 3.15, "y": 0.99997867361594 }, { "x": 3.2, "y": 0.99998179222906 }, { "x": 3.25, "y": 0.9999844389559 }, { "x": 3.3, "y": 0.99998668753283 }, { "x": 3.35, "y": 0.99998859982137 }, { "x": 3.4, "y": 0.99999022777515 }, { "x": 3.45, "y": 0.99999161507245 }, { "x": 3.5, "y": 0.99999279847255 }, { "x": 3.55, "y": 0.99999380894387 }, { "x": 3.6, "y": 0.99999467260301 }, { "x": 3.65, "y": 0.99999541149746 }, { "x": 3.7, "y": 0.99999604425848 }, { "x": 3.75, "y": 0.9999965866463 }, { "x": 3.8, "y": 0.99999705200587 }, { "x": 3.85, "y": 0.99999745164821 }, { "x": 3.9, "y": 0.99999779516986 }, { "x": 3.94999999999999, "y": 0.99999809072065 }, { "x": 3.99999999999999, "y": 0.99999834522852 } ] }, { "id": 346, "curve_id": "E20.1", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Small lift station", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.623793719714181, "sigma": 0.98220825999890216, "method": "Curve fitting", "mu_sigma_quality": 0.99984861154756655, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.624, σ=0.982, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0090559605643 }, { "x": 0.1, "y": 0.04908743393017 }, { "x": 0.15, "y": 0.10218123373274 }, { "x": 0.2, "y": 0.1590744454617 }, { "x": 0.25, "y": 0.21650691034402 }, { "x": 0.3, "y": 0.2726811248023 }, { "x": 0.35, "y": 0.32643676050665 }, { "x": 0.4, "y": 0.37706824366086 }, { "x": 0.45, "y": 0.42421356757558 }, { "x": 0.5, "y": 0.46775603073822 }, { "x": 0.55, "y": 0.5077430306742 }, { "x": 0.6, "y": 0.54432447617061 }, { "x": 0.65, "y": 0.57770882408793 }, { "x": 0.7, "y": 0.60813305851173 }, { "x": 0.75, "y": 0.63584295795171 }, { "x": 0.8, "y": 0.66108063994027 }, { "x": 0.85, "y": 0.68407710589164 }, { "x": 0.9, "y": 0.70504814212577 }, { "x": 0.95, "y": 0.72419242315781 }, { "x": 1, "y": 0.74169102285393 }, { "x": 1.05, "y": 0.75770779469843 }, { "x": 1.1, "y": 0.77239026077334 }, { "x": 1.15, "y": 0.78587077188874 }, { "x": 1.2, "y": 0.79826778507909 }, { "x": 1.25, "y": 0.80968716132888 }, { "x": 1.3, "y": 0.82022342436133 }, { "x": 1.35, "y": 0.82996094651468 }, { "x": 1.4, "y": 0.83897504422501 }, { "x": 1.45, "y": 0.84733297624172 }, { "x": 1.5, "y": 0.85509484434664 }, { "x": 1.55, "y": 0.86231440034661 }, { "x": 1.6, "y": 0.86903976535706 }, { "x": 1.65, "y": 0.87531406850046 }, { "x": 1.7, "y": 0.88117601251824 }, { "x": 1.75, "y": 0.88666037371599 }, { "x": 1.8, "y": 0.891798443313 }, { "x": 1.85, "y": 0.89661841677053 }, { "x": 1.9, "y": 0.90114573710824 }, { "x": 1.95, "y": 0.90540339763546 }, { "x": 2, "y": 0.90941220895349 }, { "x": 2.05, "y": 0.913191034547 }, { "x": 2.1, "y": 0.91675699878412 }, { "x": 2.15, "y": 0.9201256706925 }, { "x": 2.2, "y": 0.923311226471 }, { "x": 2.25, "y": 0.92632659333348 }, { "x": 2.3, "y": 0.92918357695968 }, { "x": 2.35, "y": 0.93189297454398 }, { "x": 2.4, "y": 0.93446467518371 }, { "x": 2.45, "y": 0.93690774912999 }, { "x": 2.5, "y": 0.93923052723297 }, { "x": 2.55, "y": 0.94144067174635 }, { "x": 2.6, "y": 0.94354523951046 }, { "x": 2.65, "y": 0.94555073840612 }, { "x": 2.7, "y": 0.94746317786066 }, { "x": 2.75, "y": 0.94928811409136 }, { "x": 2.8, "y": 0.95103069068692 }, { "x": 2.85, "y": 0.95269567505468 }, { "x": 2.9, "y": 0.95428749119716 }, { "x": 2.95, "y": 0.95581024922569 }, { "x": 3, "y": 0.95726777197003 }, { "x": 3.05, "y": 0.95866361900062 }, { "x": 3.1, "y": 0.96000110834242 }, { "x": 3.15, "y": 0.96128333612702 }, { "x": 3.2, "y": 0.962513194401 }, { "x": 3.25, "y": 0.96369338728357 }, { "x": 3.3, "y": 0.96482644564437 }, { "x": 3.35, "y": 0.96591474045323 }, { "x": 3.4, "y": 0.96696049493662 }, { "x": 3.45, "y": 0.96796579566046 }, { "x": 3.5, "y": 0.9689326026461 }, { "x": 3.55, "y": 0.96986275861428 }, { "x": 3.6, "y": 0.97075799744203 }, { "x": 3.65, "y": 0.97161995190809 }, { "x": 3.7, "y": 0.97245016079455 }, { "x": 3.75, "y": 0.97325007540541 }, { "x": 3.8, "y": 0.97402106555619 }, { "x": 3.85, "y": 0.97476442508351 }, { "x": 3.9, "y": 0.97548137691815 }, { "x": 3.94999999999999, "y": 0.97617307776113 }, { "x": 3.99999999999999, "y": 0.97684062239808 } ] }, { "id": 347, "curve_id": "E20.2", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Small lift station", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.727050114373056, "sigma": 1.0521729198564369, "method": "Curve fitting", "mu_sigma_quality": 0.99984498071050276, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.727, σ=1.052, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00843287508547 }, { "x": 0.1, "y": 0.05538732241594 }, { "x": 0.15, "y": 0.12055651169263 }, { "x": 0.2, "y": 0.19159061486982 }, { "x": 0.25, "y": 0.26147573769558 }, { "x": 0.3, "y": 0.325913209519 }, { "x": 0.35, "y": 0.38338233628153 }, { "x": 0.4, "y": 0.43402768286198 }, { "x": 0.45, "y": 0.47865597138538 }, { "x": 0.5, "y": 0.5181929363341 }, { "x": 0.55, "y": 0.553466130824 }, { "x": 0.6, "y": 0.58515040898079 }, { "x": 0.65, "y": 0.61377799864653 }, { "x": 0.7, "y": 0.63976686893598 }, { "x": 0.75, "y": 0.66344910851304 }, { "x": 0.8, "y": 0.6850937713628 }, { "x": 0.85, "y": 0.70492367021272 }, { "x": 0.9, "y": 0.72312719515387 }, { "x": 0.95, "y": 0.73986647988866 }, { "x": 1, "y": 0.75528303636975 }, { "x": 1.05, "y": 0.76950168928043 }, { "x": 1.1, "y": 0.78263338708647 }, { "x": 1.15, "y": 0.7947772743231 }, { "x": 1.2, "y": 0.80602227547466 }, { "x": 1.25, "y": 0.81644835091982 }, { "x": 1.3, "y": 0.82612752694371 }, { "x": 1.35, "y": 0.83512476452771 }, { "x": 1.4, "y": 0.84349870818905 }, { "x": 1.45, "y": 0.85130234156904 }, { "x": 1.5, "y": 0.85858356747795 }, { "x": 1.55, "y": 0.86538572458002 }, { "x": 1.6, "y": 0.87174804950485 }, { "x": 1.65, "y": 0.87770609106422 }, { "x": 1.7, "y": 0.88329208192046 }, { "x": 1.75, "y": 0.88853527217882 }, { "x": 1.8, "y": 0.89346222877358 }, { "x": 1.85, "y": 0.89809710407354 }, { "x": 1.9, "y": 0.90246187678188 }, { "x": 1.95, "y": 0.90657656791158 }, { "x": 2, "y": 0.91045943435953 }, { "x": 2.05, "y": 0.91412714236969 }, { "x": 2.1, "y": 0.91759492296181 }, { "x": 2.15, "y": 0.92087671120482 }, { "x": 2.2, "y": 0.9239852710319 }, { "x": 2.25, "y": 0.92693230712591 }, { "x": 2.3, "y": 0.92972856524934 }, { "x": 2.35, "y": 0.93238392225157 }, { "x": 2.4, "y": 0.93490746685779 }, { "x": 2.45, "y": 0.93730757222662 }, { "x": 2.5, "y": 0.93959196115826 }, { "x": 2.55, "y": 0.94176776473988 }, { "x": 2.6, "y": 0.94384157512935 }, { "x": 2.65, "y": 0.94581949310204 }, { "x": 2.7, "y": 0.94770717091697 }, { "x": 2.75, "y": 0.94950985099739 }, { "x": 2.8, "y": 0.95123240086673 }, { "x": 2.85, "y": 0.95287934473199 }, { "x": 2.9, "y": 0.95445489206398 }, { "x": 2.95, "y": 0.95596296348528 }, { "x": 3, "y": 0.95740721424285 }, { "x": 3.05, "y": 0.95879105551199 }, { "x": 3.1, "y": 0.96011767375167 }, { "x": 3.15, "y": 0.96139004830734 }, { "x": 3.2, "y": 0.9626109674362 }, { "x": 3.25, "y": 0.9637830429113 }, { "x": 3.3, "y": 0.96490872334414 }, { "x": 3.35, "y": 0.96599030635045 }, { "x": 3.4, "y": 0.9670299496711 }, { "x": 3.45, "y": 0.96802968134803 }, { "x": 3.5, "y": 0.96899140904496 }, { "x": 3.55, "y": 0.96991692859313 }, { "x": 3.6, "y": 0.9708079318345 }, { "x": 3.65, "y": 0.97166601382697 }, { "x": 3.7, "y": 0.97249267947024 }, { "x": 3.75, "y": 0.97328934960443 }, { "x": 3.8, "y": 0.97405736662912 }, { "x": 3.85, "y": 0.97479799968503 }, { "x": 3.9, "y": 0.97551244943712 }, { "x": 3.94999999999999, "y": 0.9762018524936 }, { "x": 3.99999999999999, "y": 0.97686728549239 } ] }, { "id": 348, "curve_id": "E20.3", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Medium/large lift station", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.542960048360176, "sigma": 0.98024000702039338, "method": "Curve fitting", "mu_sigma_quality": 0.99975334796188886, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.543, σ=0.980, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01102876661111 }, { "x": 0.1, "y": 0.05066161485237 }, { "x": 0.15, "y": 0.10002269956446 }, { "x": 0.2, "y": 0.15192820107539 }, { "x": 0.25, "y": 0.20387851491089 }, { "x": 0.3, "y": 0.25456000184243 }, { "x": 0.35, "y": 0.30319917421393 }, { "x": 0.4, "y": 0.34935550619405 }, { "x": 0.45, "y": 0.39280707081434 }, { "x": 0.5, "y": 0.43347645423539 }, { "x": 0.55, "y": 0.47138125666147 }, { "x": 0.6, "y": 0.50660055226744 }, { "x": 0.65, "y": 0.5392518800553 }, { "x": 0.7, "y": 0.5694753246331 }, { "x": 0.75, "y": 0.59742247907739 }, { "x": 0.8, "y": 0.62324883513164 }, { "x": 0.85, "y": 0.64710861146036 }, { "x": 0.9, "y": 0.66915132789598 }, { "x": 0.95, "y": 0.68951963116367 }, { "x": 1, "y": 0.70834801386868 }, { "x": 1.05, "y": 0.72576216536401 }, { "x": 1.1, "y": 0.74187876330812 }, { "x": 1.15, "y": 0.75680556623146 }, { "x": 1.2, "y": 0.77064170547466 }, { "x": 1.25, "y": 0.7834781030281 }, { "x": 1.3, "y": 0.79539796264948 }, { "x": 1.35, "y": 0.80647729703146 }, { "x": 1.4, "y": 0.81678546511852 }, { "x": 1.45, "y": 0.82638570196417 }, { "x": 1.5, "y": 0.83533562955141 }, { "x": 1.55, "y": 0.84368774135108 }, { "x": 1.6, "y": 0.85148985650083 }, { "x": 1.65, "y": 0.85878554167725 }, { "x": 1.7, "y": 0.86561450024989 }, { "x": 1.75, "y": 0.87201292932924 }, { "x": 1.8, "y": 0.87801384598741 }, { "x": 1.85, "y": 0.8836473843395 }, { "x": 1.9, "y": 0.88894106540058 }, { "x": 1.95, "y": 0.89392004173156 }, { "x": 2, "y": 0.89860731889722 }, { "x": 2.05, "y": 0.90302395571101 }, { "x": 2.1, "y": 0.90718924515372 }, { "x": 2.15, "y": 0.91112087774345 }, { "x": 2.2, "y": 0.91483508901185 }, { "x": 2.25, "y": 0.91834679261467 }, { "x": 2.3, "y": 0.92166970047811 }, { "x": 2.35, "y": 0.92481643125957 }, { "x": 2.4, "y": 0.92779860828464 }, { "x": 2.45, "y": 0.93062694801257 }, { "x": 2.5, "y": 0.93331133998065 }, { "x": 2.55, "y": 0.93586091908432 }, { "x": 2.6, "y": 0.93828413096426 }, { "x": 2.65, "y": 0.9405887911936 }, { "x": 2.7, "y": 0.94278213888777 }, { "x": 2.75, "y": 0.94487088529589 }, { "x": 2.8, "y": 0.94686125787462 }, { "x": 2.85, "y": 0.94875904029418 }, { "x": 2.9, "y": 0.95056960877939 }, { "x": 2.95, "y": 0.95229796514705 }, { "x": 3, "y": 0.95394876686379 }, { "x": 3.05, "y": 0.95552635441498 }, { "x": 3.1, "y": 0.95703477624527 }, { "x": 3.15, "y": 0.95847781150493 }, { "x": 3.2, "y": 0.95985899081201 }, { "x": 3.25, "y": 0.96118161521885 }, { "x": 3.3, "y": 0.96244877355278 }, { "x": 3.35, "y": 0.96366335828325 }, { "x": 3.4, "y": 0.96482808005263 }, { "x": 3.45, "y": 0.96594548099422 }, { "x": 3.5, "y": 0.96701794694863 }, { "x": 3.55, "y": 0.96804771867882 }, { "x": 3.6, "y": 0.96903690217419 }, { "x": 3.65, "y": 0.96998747812543 }, { "x": 3.7, "y": 0.97090131064371 }, { "x": 3.75, "y": 0.97178015529099 }, { "x": 3.8, "y": 0.97262566648161 }, { "x": 3.85, "y": 0.97343940430974 }, { "x": 3.9, "y": 0.97422284085209 }, { "x": 3.94999999999999, "y": 0.97497736599075 }, { "x": 3.99999999999999, "y": 0.97570429279661 } ] }, { "id": 349, "curve_id": "E20.4", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Medium/large lift station", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.64752119749771, "sigma": 1.0582496234881529, "method": "Curve fitting", "mu_sigma_quality": 0.99964835677791619, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.648, σ=1.058, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00842365634786 }, { "x": 0.1, "y": 0.0549860484208 }, { "x": 0.15, "y": 0.11839797752435 }, { "x": 0.2, "y": 0.18595947137183 }, { "x": 0.25, "y": 0.251117234017 }, { "x": 0.3, "y": 0.31029054602207 }, { "x": 0.35, "y": 0.36258031148351 }, { "x": 0.4, "y": 0.40854932104621 }, { "x": 0.45, "y": 0.44923149940857 }, { "x": 0.5, "y": 0.4856375302741 }, { "x": 0.55, "y": 0.51858708748881 }, { "x": 0.6, "y": 0.54869318175582 }, { "x": 0.65, "y": 0.57639938067493 }, { "x": 0.7, "y": 0.60202570747921 }, { "x": 0.75, "y": 0.62580756686417 }, { "x": 0.8, "y": 0.64792440789764 }, { "x": 0.85, "y": 0.66851928840853 }, { "x": 0.9, "y": 0.68771159228478 }, { "x": 0.95, "y": 0.70560500458055 }, { "x": 1, "y": 0.72229236917507 }, { "x": 1.05, "y": 0.73785857477903 }, { "x": 1.1, "y": 0.75238223506954 }, { "x": 1.15, "y": 0.76593665585485 }, { "x": 1.2, "y": 0.77859039691566 }, { "x": 1.25, "y": 0.79040761497224 }, { "x": 1.3, "y": 0.80144829712954 }, { "x": 1.35, "y": 0.81176844630134 }, { "x": 1.4, "y": 0.82142025114673 }, { "x": 1.45, "y": 0.8304522560213 }, { "x": 1.5, "y": 0.8389095368106 }, { "x": 1.55, "y": 0.84683388336814 }, { "x": 1.6, "y": 0.85426398679191 }, { "x": 1.65, "y": 0.86123562880761 }, { "x": 1.7, "y": 0.86778187038963 }, { "x": 1.75, "y": 0.87393323703069 }, { "x": 1.8, "y": 0.87971789852767 }, { "x": 1.85, "y": 0.88516184164995 }, { "x": 1.9, "y": 0.89028903452958 }, { "x": 1.95, "y": 0.89512158202582 }, { "x": 2, "y": 0.8996798716599 }, { "x": 2.05, "y": 0.90398270999011 }, { "x": 2.1, "y": 0.90804744950868 }, { "x": 2.15, "y": 0.91189010629859 }, { "x": 2.2, "y": 0.9155254688008 }, { "x": 2.25, "y": 0.91896719811781 }, { "x": 2.3, "y": 0.92222792032642 }, { "x": 2.35, "y": 0.92531931129717 }, { "x": 2.4, "y": 0.92825217452603 }, { "x": 2.45, "y": 0.93103651247908 }, { "x": 2.5, "y": 0.93368159193774 }, { "x": 2.55, "y": 0.93619600381252 }, { "x": 2.6, "y": 0.9385877178695 }, { "x": 2.65, "y": 0.94086413278799 }, { "x": 2.7, "y": 0.94303212194053 }, { "x": 2.75, "y": 0.94509807525909 }, { "x": 2.8, "y": 0.94706793752421 }, { "x": 2.85, "y": 0.94894724338782 }, { "x": 2.9, "y": 0.95074114941527 }, { "x": 2.95, "y": 0.95245446340873 }, { "x": 3, "y": 0.9540916712517 }, { "x": 3.05, "y": 0.95565696149372 }, { "x": 3.1, "y": 0.95715424787542 }, { "x": 3.15, "y": 0.95858718997606 }, { "x": 3.2, "y": 0.95995921214966 }, { "x": 3.25, "y": 0.96127352090074 }, { "x": 3.3, "y": 0.96253312083716 }, { "x": 3.35, "y": 0.963740829325 }, { "x": 3.4, "y": 0.96489928995907 }, { "x": 3.45, "y": 0.96601098495235 }, { "x": 3.5, "y": 0.9670782465381 }, { "x": 3.55, "y": 0.96810326747008 }, { "x": 3.6, "y": 0.96908811069831 }, { "x": 3.65, "y": 0.97003471829092 }, { "x": 3.7, "y": 0.97094491966614 }, { "x": 3.75, "y": 0.97182043919284 }, { "x": 3.8, "y": 0.97266290321257 }, { "x": 3.85, "y": 0.97347384653151 }, { "x": 3.9, "y": 0.97425471842624 }, { "x": 3.94999999999999, "y": 0.97500688820342 }, { "x": 3.99999999999999, "y": 0.97573165034992 } ] }, { "id": 350, "curve_id": "E21.11", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "four-story reinforced concrete shear wall building with moment resisting frames", "source_type": "Peer-reviewed", "source_abbrev": "Hancilar et al. (2014)", "source_detail": "Hancilar, U., Çakt, E., Erdik, M., Franco, G. E., and Deodatis, G.: Earthquake vulnerability of school buildings : Probabilistic structural fragility analyses, Soil Dynamics and Earthquake Engineering, 67, 169–178, https://doi.org/10.1016/j.soildyn.2014.09.005, 2014.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "datapoints_given", "mu": -0.784981436868085, "sigma": 1.0415270355565547, "method": "Curve fitting", "mu_sigma_quality": 0.994921245726953, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.785, σ=1.042, R²=0.995; Mu/sigma can be used for reconstruction (quality: 0.995); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Turkey", "hazard_type": "Earthquake", "num_points": 27, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00674949009535 }, { "x": 0.1, "y": 0.08243742146054 }, { "x": 0.15, "y": 0.17567435494079 }, { "x": 0.2, "y": 0.24615395137023 }, { "x": 0.25, "y": 0.30101288663151 }, { "x": 0.3, "y": 0.34842275980691 }, { "x": 0.35, "y": 0.39249670653422 }, { "x": 0.4, "y": 0.43459921206287 }, { "x": 0.45, "y": 0.47491182544114 }, { "x": 0.5, "y": 0.51326982349469 }, { "x": 0.55, "y": 0.54949504378905 }, { "x": 0.6, "y": 0.58349304102795 }, { "x": 0.65, "y": 0.61525818810945 }, { "x": 0.7, "y": 0.64485038864512 }, { "x": 0.75, "y": 0.67236876982469 }, { "x": 0.8, "y": 0.69793086079117 }, { "x": 0.85, "y": 0.72165876218382 }, { "x": 0.9, "y": 0.74367123820498 }, { "x": 0.95, "y": 0.76408001869392 }, { "x": 1, "y": 0.78298873069159 }, { "x": 1.05, "y": 0.80049325676887 }, { "x": 1.1, "y": 0.81668271048607 }, { "x": 1.15, "y": 0.8316405416327 }, { "x": 1.2, "y": 0.84544551635778 }, { "x": 1.25, "y": 0.85817246917134 }, { "x": 1.3, "y": 0.86989281342203 } ] }, { "id": 351, "curve_id": "E21.12", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "four-story reinforced concrete shear wall building with moment resisting frames", "source_type": "Peer-reviewed", "source_abbrev": "Hancilar et al. (2014)", "source_detail": "Hancilar, U., Çakt, E., Erdik, M., Franco, G. E., and Deodatis, G.: Earthquake vulnerability of school buildings : Probabilistic structural fragility analyses, Soil Dynamics and Earthquake Engineering, 67, 169–178, https://doi.org/10.1016/j.soildyn.2014.09.005, 2014.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "datapoints_given", "mu": 3.8032205881209884, "sigma": 0.72501111549891084, "method": "Curve fitting", "mu_sigma_quality": 0.98809495766371125, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.803, σ=0.725, R²=0.988; Mu/sigma can be used for reconstruction (quality: 0.988); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Turkey", "hazard_type": "Earthquake", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 3.14E-11 }, { "x": 2, "y": 3.6065834E-07 }, { "x": 3, "y": 2.544981267E-05 }, { "x": 4, "y": 0.00030573084741 }, { "x": 5, "y": 0.0015577281289 }, { "x": 6, "y": 0.00486366987444 }, { "x": 7, "y": 0.01114823136926 }, { "x": 8, "y": 0.02074896608821 }, { "x": 9, "y": 0.03335680847244 }, { "x": 10, "y": 0.04824235514885 }, { "x": 11, "y": 0.06455237018871 }, { "x": 12, "y": 0.08152467684278 }, { "x": 13, "y": 0.09858238271938 }, { "x": 14, "y": 0.115338623339 }, { "x": 15, "y": 0.13155890874204 }, { "x": 16, "y": 0.14711517239419 }, { "x": 17, "y": 0.16194770438129 }, { "x": 18, "y": 0.17603886822732 }, { "x": 19, "y": 0.18939685683027 }, { "x": 20, "y": 0.2020463276751 }, { "x": 21, "y": 0.21402318691996 }, { "x": 22, "y": 0.22537166676179 }, { "x": 23, "y": 0.2361425878632 }, { "x": 24, "y": 0.2463921927718 }, { "x": 25, "y": 0.25618122190223 }, { "x": 26, "y": 0.26557405777066 }, { "x": 27, "y": 0.27463784607282 }, { "x": 28, "y": 0.28344155001989 }, { "x": 29, "y": 0.29205492521989 }, { "x": 30, "y": 0.3005474240629 }, { "x": 31, "y": 0.3089870538755 }, { "x": 32, "y": 0.3174392230463 }, { "x": 33, "y": 0.32596561444796 }, { "x": 34, "y": 0.33462312641085 }, { "x": 35, "y": 0.34346291899586 }, { "x": 36, "y": 0.35252959820067 }, { "x": 37, "y": 0.36186056384141 }, { "x": 38, "y": 0.37148553893725 }, { "x": 39, "y": 0.38142629014708 }, { "x": 40, "y": 0.39169654071131 }, { "x": 41, "y": 0.4023020698694 }, { "x": 42, "y": 0.4132409861782 }, { "x": 43, "y": 0.4245041567682 }, { "x": 44, "y": 0.43607577047089 }, { "x": 45, "y": 0.44793400997214 }, { "x": 46, "y": 0.46005180666312 }, { "x": 47, "y": 0.47239765157767 }, { "x": 48, "y": 0.48493643658578 }, { "x": 49, "y": 0.4976303016833 }, { "x": 50, "y": 0.51043946658792 }, { "x": 51, "y": 0.52332302772647 }, { "x": 52, "y": 0.53623970488623 }, { "x": 53, "y": 0.54914852513127 }, { "x": 54, "y": 0.56200943489844 }, { "x": 55, "y": 0.57478383436053 }, { "x": 56, "y": 0.58743503107605 }, { "x": 57, "y": 0.59992861256391 }, { "x": 58, "y": 0.61223273970008 }, { "x": 59, "y": 0.62431836470898 }, { "x": 60, "y": 0.63615937900926 }, { "x": 61, "y": 0.6477326972834 }, { "x": 62, "y": 0.65901828489535 }, { "x": 63, "y": 0.66999913621033 }, { "x": 64, "y": 0.68066121151198 }, { "x": 65, "y": 0.69099334010221 }, { "x": 66, "y": 0.7009870968478 }, { "x": 67, "y": 0.71063665894326 }, { "x": 68, "y": 0.71993864902976 }, { "x": 69, "y": 0.7288919700804 }, { "x": 70, "y": 0.73749763666691 }, { "x": 71, "y": 0.74575860639348 }, { "x": 72, "y": 0.7536796144495 }, { "x": 73, "y": 0.76126701342212 }, { "x": 74, "y": 0.76852861974464 }, { "x": 75, "y": 0.77547356746177 }, { "x": 76, "y": 0.78211216938292 }, { "x": 77, "y": 0.78845578518683 }, { "x": 78, "y": 0.79451669564343 }, { "x": 79, "y": 0.80030798183872 }, { "x": 80, "y": 0.80584340812678 }, { "x": 81, "y": 0.81113730748665 }, { "x": 82, "y": 0.81620446802412 }, { "x": 83, "y": 0.82106001951781 }, { "x": 84, "y": 0.82571931915132 }, { "x": 85, "y": 0.83019783588154 }, { "x": 86, "y": 0.83451103324822 }, { "x": 87, "y": 0.83867425081159 }, { "x": 88, "y": 0.84270258479134 }, { "x": 89, "y": 0.84661076885321 }, { "x": 90, "y": 0.85041305632645 }, { "x": 91, "y": 0.85412310542232 }, { "x": 92, "y": 0.85775386924292 }, { "x": 93, "y": 0.86131749251164 }, { "x": 94, "y": 0.86482521701169 }, { "x": 95, "y": 0.86828729768552 }, { "x": 96, "y": 0.87171293122425 }, { "x": 97, "y": 0.87511019876902 }, { "x": 98, "y": 0.87848602406274 }, { "x": 99, "y": 0.88184614804444 }, { "x": 100, "y": 0.88519512048451 }, { "x": 101, "y": 0.88853630883398 }, { "x": 102, "y": 0.8918719240251 }, { "x": 103, "y": 0.8952030625302 }, { "x": 104, "y": 0.8985297635812 }, { "x": 105, "y": 0.90185108008801 }, { "x": 106, "y": 0.90516516148455 }, { "x": 107, "y": 0.9084693464867 }, { "x": 108, "y": 0.91176026357414 }, { "x": 109, "y": 0.91503393691121 }, { "x": 110, "y": 0.91828589539995 }, { "x": 111, "y": 0.92151128260815 }, { "x": 112, "y": 0.92470496542984 }, { "x": 113, "y": 0.92786163950598 }, { "x": 114, "y": 0.9309759296494 }, { "x": 115, "y": 0.93404248376764 }, { "x": 116, "y": 0.93705605904957 }, { "x": 117, "y": 0.94001159946381 }, { "x": 118, "y": 0.9429043038994 }, { "x": 119, "y": 0.94572968455112 }, { "x": 120, "y": 0.94848361540654 } ] }, { "id": 352, "curve_id": "E21.13", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "four-story reinforced concrete shear wall building with moment resisting frames", "source_type": "Peer-reviewed", "source_abbrev": "Hancilar et al. (2014)", "source_detail": "Hancilar, U., Çakt, E., Erdik, M., Franco, G. E., and Deodatis, G.: Earthquake vulnerability of school buildings : Probabilistic structural fragility analyses, Soil Dynamics and Earthquake Engineering, 67, 169–178, https://doi.org/10.1016/j.soildyn.2014.09.005, 2014.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "datapoints_given", "mu": 3.5091241190572777, "sigma": 0.72964465352935293, "method": "Curve fitting", "mu_sigma_quality": 0.99579324137524872, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.509, σ=0.730, R²=0.996; Mu/sigma can be used for reconstruction (quality: 0.996); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Elastic spectral displacement", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Turkey", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 1, "y": 9.22E-12 }, { "x": 1.5, "y": 4.74036E-09 }, { "x": 2, "y": 2.168834E-07 }, { "x": 2.5, "y": 2.98426492E-06 }, { "x": 3, "y": 2.037520718E-05 }, { "x": 3.5, "y": 8.864120138E-05 }, { "x": 4, "y": 0.0002829254783 }, { "x": 4.5, "y": 0.00072231225856 }, { "x": 5, "y": 0.00156033613207 }, { "x": 5.5, "y": 0.00296358091941 }, { "x": 6, "y": 0.0050854810957 }, { "x": 6.5, "y": 0.0080428078964 }, { "x": 7, "y": 0.01190005175886 }, { "x": 7.5, "y": 0.0166637831317 }, { "x": 8, "y": 0.02228630181073 }, { "x": 8.5, "y": 0.02867607416235 }, { "x": 9, "y": 0.03571174326467 }, { "x": 9.5, "y": 0.04325669788108 }, { "x": 10, "y": 0.0511719558496 }, { "x": 10.5, "y": 0.0593260879284 }, { "x": 11, "y": 0.06760179413004 }, { "x": 11.5, "y": 0.07589938810761 }, { "x": 12, "y": 0.08413780657355 }, { "x": 12.5, "y": 0.09225388008266 }, { "x": 13, "y": 0.10020055467927 }, { "x": 13.5, "y": 0.10794461889563 }, { "x": 14, "y": 0.11546432881833 }, { "x": 14.5, "y": 0.12274717445332 }, { "x": 15, "y": 0.12978791234971 } ] }, { "id": 353, "curve_id": "E4.1", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.504142704046068, "sigma": 0.49188537714238151, "method": "Curve fitting", "mu_sigma_quality": 0.99590149381832183, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.504, σ=0.492, R²=0.996; Mu/sigma can be used for reconstruction (quality: 0.996); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 6.9944E-10 }, { "x": 0.1, "y": 4.492534424E-05 }, { "x": 0.15, "y": 0.00281099576065 }, { "x": 0.2, "y": 0.01971936477403 }, { "x": 0.25, "y": 0.05526710152365 }, { "x": 0.3, "y": 0.10743144029546 }, { "x": 0.35, "y": 0.17877010332481 }, { "x": 0.4, "y": 0.25743237451265 }, { "x": 0.45, "y": 0.32232403977051 }, { "x": 0.5, "y": 0.36594874265761 }, { "x": 0.55, "y": 0.39876633875428 }, { "x": 0.6, "y": 0.43868323840142 }, { "x": 0.65, "y": 0.4968359689269 }, { "x": 0.7, "y": 0.56965246715622 }, { "x": 0.75, "y": 0.64367959205292 }, { "x": 0.8, "y": 0.70678858648737 }, { "x": 0.85, "y": 0.75483121282265 }, { "x": 0.9, "y": 0.79071224757062 }, { "x": 0.95, "y": 0.81991547951447 }, { "x": 1, "y": 0.8468099948276 }, { "x": 1.05, "y": 0.87326632636258 }, { "x": 1.1, "y": 0.89905521601681 }, { "x": 1.15, "y": 0.92294361082176 }, { "x": 1.2, "y": 0.94368147179464 }, { "x": 1.25, "y": 0.96054381173061 }, { "x": 1.3, "y": 0.97344256747615 }, { "x": 1.35, "y": 0.98277842581373 }, { "x": 1.4, "y": 0.98920907772624 }, { "x": 1.45, "y": 0.99344732310179 }, { "x": 1.5, "y": 0.99613297115681 }, { "x": 1.55, "y": 0.99777625418689 }, { "x": 1.6, "y": 0.99875086335261 }, { "x": 1.65, "y": 0.99931303402289 }, { "x": 1.7, "y": 0.999629351856 }, { "x": 1.75, "y": 0.99980343224178 }, { "x": 1.8, "y": 0.99989735540366 }, { "x": 1.85, "y": 0.99994714143179 }, { "x": 1.9, "y": 0.99997311743637 }, { "x": 1.95, "y": 0.99998648032474 }, { "x": 2, "y": 0.99999326844482 }, { "x": 2.05, "y": 0.99999667811065 }, { "x": 2.1, "y": 0.99999837369999 }, { "x": 2.15, "y": 0.99999920941391 }, { "x": 2.2, "y": 0.99999961807012 }, { "x": 2.25, "y": 0.99999981650427 }, { "x": 2.3, "y": 0.99999991226558 }, { "x": 2.35, "y": 0.99999995822811 }, { "x": 2.4, "y": 0.99999998018411 }, { "x": 2.45, "y": 0.99999999062907 }, { "x": 2.5, "y": 0.99999999558026 }, { "x": 2.55, "y": 0.99999999792009 }, { "x": 2.6, "y": 0.999999999023 }, { "x": 2.65, "y": 0.99999999954174 }, { "x": 2.7, "y": 0.9999999997853 }, { "x": 2.75, "y": 0.99999999989949 }, { "x": 2.8, "y": 0.99999999995298 }, { "x": 2.85, "y": 0.999999999978 }, { "x": 2.9, "y": 0.99999999998971 }, { "x": 2.95, "y": 0.99999999999519 }, { "x": 3, "y": 0.99999999999775 }, { "x": 3.05, "y": 0.99999999999895 }, { "x": 3.1, "y": 0.99999999999951 }, { "x": 3.15, "y": 0.99999999999977 }, { "x": 3.2, "y": 0.99999999999989 }, { "x": 3.25, "y": 0.99999999999995 }, { "x": 3.3, "y": 0.99999999999998 }, { "x": 3.35, "y": 0.99999999999999 }, { "x": 3.4, "y": 0.99999999999999 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 354, "curve_id": "E4.2", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -1.02714646457511, "sigma": 0.80361093488413027, "method": "Curve fitting", "mu_sigma_quality": 0.99676714665391164, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.027, σ=0.804, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01973474887225 }, { "x": 0.1, "y": 0.09751313375828 }, { "x": 0.15, "y": 0.18710990745372 }, { "x": 0.2, "y": 0.26723645518451 }, { "x": 0.25, "y": 0.33960536229829 }, { "x": 0.3, "y": 0.40702721664697 }, { "x": 0.35, "y": 0.47058403572562 }, { "x": 0.4, "y": 0.53019101635312 }, { "x": 0.45, "y": 0.58539074849878 }, { "x": 0.5, "y": 0.63579549986731 }, { "x": 0.55, "y": 0.68123902078852 }, { "x": 0.6, "y": 0.72177848040018 }, { "x": 0.65, "y": 0.75764102617084 }, { "x": 0.7, "y": 0.78916182532874 }, { "x": 0.75, "y": 0.81673182723728 }, { "x": 0.8, "y": 0.84075962267496 }, { "x": 0.85, "y": 0.8616461811768 }, { "x": 0.9, "y": 0.8797695985219 }, { "x": 0.95, "y": 0.89547697167983 }, { "x": 1, "y": 0.90908104584109 }, { "x": 1.05, "y": 0.92085988632481 }, { "x": 1.1, "y": 0.93105835213582 }, { "x": 1.15, "y": 0.93989054964389 }, { "x": 1.2, "y": 0.94754273406915 }, { "x": 1.25, "y": 0.95417632653917 }, { "x": 1.3, "y": 0.95993084893062 }, { "x": 1.35, "y": 0.96492666685215 }, { "x": 1.4, "y": 0.96926748751145 }, { "x": 1.45, "y": 0.97304259426467 }, { "x": 1.5, "y": 0.97632882062099 }, { "x": 1.55, "y": 0.97919227830894 }, { "x": 1.6, "y": 0.98168986001999 }, { "x": 1.65, "y": 0.98387053982789 }, { "x": 1.7, "y": 0.98577649447829 }, { "x": 1.75, "y": 0.98744406768613 }, { "x": 1.8, "y": 0.98890459786076 }, { "x": 1.85, "y": 0.99018512767383 }, { "x": 1.9, "y": 0.99130901181739 }, { "x": 1.95, "y": 0.99229643730171 }, { "x": 2, "y": 0.99316486878499 }, { "x": 2.05, "y": 0.99392942974374 }, { "x": 2.1, "y": 0.99460322879371 }, { "x": 2.15, "y": 0.99519763915259 }, { "x": 2.2, "y": 0.99572253808693 }, { "x": 2.25, "y": 0.99618651219082 }, { "x": 2.3, "y": 0.99659703348735 }, { "x": 2.35, "y": 0.99696061060907 }, { "x": 2.4, "y": 0.99728291868464 }, { "x": 2.45, "y": 0.99756891102235 }, { "x": 2.5, "y": 0.99782291522364 }, { "x": 2.55, "y": 0.99804871597021 }, { "x": 2.6, "y": 0.99824962639702 }, { "x": 2.65, "y": 0.99842854968149 }, { "x": 2.7, "y": 0.99858803223986 }, { "x": 2.75, "y": 0.99873030971775 }, { "x": 2.8, "y": 0.99885734678885 }, { "x": 2.85, "y": 0.9989708716282 }, { "x": 2.9, "y": 0.99907240580136 }, { "x": 2.95, "y": 0.99916329020368 }, { "x": 3, "y": 0.9992447075933 }, { "x": 3.05, "y": 0.9993177021838 }, { "x": 3.1, "y": 0.99938319669636 }, { "x": 3.15, "y": 0.99944200721479 }, { "x": 3.2, "y": 0.99949485613877 }, { "x": 3.25, "y": 0.99954238348924 }, { "x": 3.3, "y": 0.99958515678473 }, { "x": 3.35, "y": 0.99962367967712 }, { "x": 3.4, "y": 0.9996583995096 }, { "x": 3.45, "y": 0.99968971393731 }, { "x": 3.5, "y": 0.99971797673199 }, { "x": 3.55, "y": 0.99974350287583 }, { "x": 3.6, "y": 0.99976657303538 }, { "x": 3.65, "y": 0.99978743749439 }, { "x": 3.7, "y": 0.99980631961406 }, { "x": 3.75, "y": 0.99982341887989 }, { "x": 3.8, "y": 0.999838913587 }, { "x": 3.85, "y": 0.99985296320857 }, { "x": 3.9, "y": 0.99986571048659 }, { "x": 3.94999999999999, "y": 0.99987728327908 }, { "x": 3.99999999999999, "y": 0.99988779619318 } ] }, { "id": 355, "curve_id": "E5.1", "sector": "Energy", "ci_type": "Cable", "ci_desc": "Distribution circuit", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.504142704046068, "sigma": 0.49188537714238151, "method": "Curve fitting", "mu_sigma_quality": 0.99590149381832183, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.504, σ=0.492, R²=0.996; Mu/sigma can be used for reconstruction (quality: 0.996); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 6.9944E-10 }, { "x": 0.1, "y": 4.492534424E-05 }, { "x": 0.15, "y": 0.00281099576065 }, { "x": 0.2, "y": 0.01971936477403 }, { "x": 0.25, "y": 0.05526710152365 }, { "x": 0.3, "y": 0.10743144029546 }, { "x": 0.35, "y": 0.17877010332481 }, { "x": 0.4, "y": 0.25743237451265 }, { "x": 0.45, "y": 0.32232403977051 }, { "x": 0.5, "y": 0.36594874265761 }, { "x": 0.55, "y": 0.39876633875428 }, { "x": 0.6, "y": 0.43868323840142 }, { "x": 0.65, "y": 0.4968359689269 }, { "x": 0.7, "y": 0.56965246715622 }, { "x": 0.75, "y": 0.64367959205292 }, { "x": 0.8, "y": 0.70678858648737 }, { "x": 0.85, "y": 0.75483121282265 }, { "x": 0.9, "y": 0.79071224757062 }, { "x": 0.95, "y": 0.81991547951447 }, { "x": 1, "y": 0.8468099948276 }, { "x": 1.05, "y": 0.87326632636258 }, { "x": 1.1, "y": 0.89905521601681 }, { "x": 1.15, "y": 0.92294361082176 }, { "x": 1.2, "y": 0.94368147179464 }, { "x": 1.25, "y": 0.96054381173061 }, { "x": 1.3, "y": 0.97344256747615 }, { "x": 1.35, "y": 0.98277842581373 }, { "x": 1.4, "y": 0.98920907772624 }, { "x": 1.45, "y": 0.99344732310179 }, { "x": 1.5, "y": 0.99613297115681 }, { "x": 1.55, "y": 0.99777625418689 }, { "x": 1.6, "y": 0.99875086335261 }, { "x": 1.65, "y": 0.99931303402289 }, { "x": 1.7, "y": 0.999629351856 }, { "x": 1.75, "y": 0.99980343224178 }, { "x": 1.8, "y": 0.99989735540366 }, { "x": 1.85, "y": 0.99994714143179 }, { "x": 1.9, "y": 0.99997311743637 }, { "x": 1.95, "y": 0.99998648032474 }, { "x": 2, "y": 0.99999326844482 }, { "x": 2.05, "y": 0.99999667811065 }, { "x": 2.1, "y": 0.99999837369999 }, { "x": 2.15, "y": 0.99999920941391 }, { "x": 2.2, "y": 0.99999961807012 }, { "x": 2.25, "y": 0.99999981650427 }, { "x": 2.3, "y": 0.99999991226558 }, { "x": 2.35, "y": 0.99999995822811 }, { "x": 2.4, "y": 0.99999998018411 }, { "x": 2.45, "y": 0.99999999062907 }, { "x": 2.5, "y": 0.99999999558026 }, { "x": 2.55, "y": 0.99999999792009 }, { "x": 2.6, "y": 0.999999999023 }, { "x": 2.65, "y": 0.99999999954174 }, { "x": 2.7, "y": 0.9999999997853 }, { "x": 2.75, "y": 0.99999999989949 }, { "x": 2.8, "y": 0.99999999995298 }, { "x": 2.85, "y": 0.999999999978 }, { "x": 2.9, "y": 0.99999999998971 }, { "x": 2.95, "y": 0.99999999999519 }, { "x": 3, "y": 0.99999999999775 }, { "x": 3.05, "y": 0.99999999999895 }, { "x": 3.1, "y": 0.99999999999951 }, { "x": 3.15, "y": 0.99999999999977 }, { "x": 3.2, "y": 0.99999999999989 }, { "x": 3.25, "y": 0.99999999999995 }, { "x": 3.3, "y": 0.99999999999998 }, { "x": 3.35, "y": 0.99999999999999 }, { "x": 3.4, "y": 0.99999999999999 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 356, "curve_id": "E5.2", "sector": "Energy", "ci_type": "Cable", "ci_desc": "Distribution circuit", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -1.02714646457511, "sigma": 0.80361093488413027, "method": "Curve fitting", "mu_sigma_quality": 0.99676714665391164, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.027, σ=0.804, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01973474887225 }, { "x": 0.1, "y": 0.09751313375828 }, { "x": 0.15, "y": 0.18710990745372 }, { "x": 0.2, "y": 0.26723645518451 }, { "x": 0.25, "y": 0.33960536229829 }, { "x": 0.3, "y": 0.40702721664697 }, { "x": 0.35, "y": 0.47058403572562 }, { "x": 0.4, "y": 0.53019101635312 }, { "x": 0.45, "y": 0.58539074849878 }, { "x": 0.5, "y": 0.63579549986731 }, { "x": 0.55, "y": 0.68123902078852 }, { "x": 0.6, "y": 0.72177848040018 }, { "x": 0.65, "y": 0.75764102617084 }, { "x": 0.7, "y": 0.78916182532874 }, { "x": 0.75, "y": 0.81673182723728 }, { "x": 0.8, "y": 0.84075962267496 }, { "x": 0.85, "y": 0.8616461811768 }, { "x": 0.9, "y": 0.8797695985219 }, { "x": 0.95, "y": 0.89547697167983 }, { "x": 1, "y": 0.90908104584109 }, { "x": 1.05, "y": 0.92085988632481 }, { "x": 1.1, "y": 0.93105835213582 }, { "x": 1.15, "y": 0.93989054964389 }, { "x": 1.2, "y": 0.94754273406915 }, { "x": 1.25, "y": 0.95417632653917 }, { "x": 1.3, "y": 0.95993084893062 }, { "x": 1.35, "y": 0.96492666685215 }, { "x": 1.4, "y": 0.96926748751145 }, { "x": 1.45, "y": 0.97304259426467 }, { "x": 1.5, "y": 0.97632882062099 }, { "x": 1.55, "y": 0.97919227830894 }, { "x": 1.6, "y": 0.98168986001999 }, { "x": 1.65, "y": 0.98387053982789 }, { "x": 1.7, "y": 0.98577649447829 }, { "x": 1.75, "y": 0.98744406768613 }, { "x": 1.8, "y": 0.98890459786076 }, { "x": 1.85, "y": 0.99018512767383 }, { "x": 1.9, "y": 0.99130901181739 }, { "x": 1.95, "y": 0.99229643730171 }, { "x": 2, "y": 0.99316486878499 }, { "x": 2.05, "y": 0.99392942974374 }, { "x": 2.1, "y": 0.99460322879371 }, { "x": 2.15, "y": 0.99519763915259 }, { "x": 2.2, "y": 0.99572253808693 }, { "x": 2.25, "y": 0.99618651219082 }, { "x": 2.3, "y": 0.99659703348735 }, { "x": 2.35, "y": 0.99696061060907 }, { "x": 2.4, "y": 0.99728291868464 }, { "x": 2.45, "y": 0.99756891102235 }, { "x": 2.5, "y": 0.99782291522364 }, { "x": 2.55, "y": 0.99804871597021 }, { "x": 2.6, "y": 0.99824962639702 }, { "x": 2.65, "y": 0.99842854968149 }, { "x": 2.7, "y": 0.99858803223986 }, { "x": 2.75, "y": 0.99873030971775 }, { "x": 2.8, "y": 0.99885734678885 }, { "x": 2.85, "y": 0.9989708716282 }, { "x": 2.9, "y": 0.99907240580136 }, { "x": 2.95, "y": 0.99916329020368 }, { "x": 3, "y": 0.9992447075933 }, { "x": 3.05, "y": 0.9993177021838 }, { "x": 3.1, "y": 0.99938319669636 }, { "x": 3.15, "y": 0.99944200721479 }, { "x": 3.2, "y": 0.99949485613877 }, { "x": 3.25, "y": 0.99954238348924 }, { "x": 3.3, "y": 0.99958515678473 }, { "x": 3.35, "y": 0.99962367967712 }, { "x": 3.4, "y": 0.9996583995096 }, { "x": 3.45, "y": 0.99968971393731 }, { "x": 3.5, "y": 0.99971797673199 }, { "x": 3.55, "y": 0.99974350287583 }, { "x": 3.6, "y": 0.99976657303538 }, { "x": 3.65, "y": 0.99978743749439 }, { "x": 3.7, "y": 0.99980631961406 }, { "x": 3.75, "y": 0.99982341887989 }, { "x": 3.8, "y": 0.999838913587 }, { "x": 3.85, "y": 0.99985296320857 }, { "x": 3.9, "y": 0.99986571048659 }, { "x": 3.94999999999999, "y": 0.99987728327908 }, { "x": 3.99999999999999, "y": 0.99988779619318 } ] }, { "id": 357, "curve_id": "E6.1", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Distribution circuit", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.504142704046068, "sigma": 0.49188537714238151, "method": "Curve fitting", "mu_sigma_quality": 0.99590149381832183, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.504, σ=0.492, R²=0.996; Mu/sigma can be used for reconstruction (quality: 0.996); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 6.9944E-10 }, { "x": 0.1, "y": 4.492534424E-05 }, { "x": 0.15, "y": 0.00281099576065 }, { "x": 0.2, "y": 0.01971936477403 }, { "x": 0.25, "y": 0.05526710152365 }, { "x": 0.3, "y": 0.10743144029546 }, { "x": 0.35, "y": 0.17877010332481 }, { "x": 0.4, "y": 0.25743237451265 }, { "x": 0.45, "y": 0.32232403977051 }, { "x": 0.5, "y": 0.36594874265761 }, { "x": 0.55, "y": 0.39876633875428 }, { "x": 0.6, "y": 0.43868323840142 }, { "x": 0.65, "y": 0.4968359689269 }, { "x": 0.7, "y": 0.56965246715622 }, { "x": 0.75, "y": 0.64367959205292 }, { "x": 0.8, "y": 0.70678858648737 }, { "x": 0.85, "y": 0.75483121282265 }, { "x": 0.9, "y": 0.79071224757062 }, { "x": 0.95, "y": 0.81991547951447 }, { "x": 1, "y": 0.8468099948276 }, { "x": 1.05, "y": 0.87326632636258 }, { "x": 1.1, "y": 0.89905521601681 }, { "x": 1.15, "y": 0.92294361082176 }, { "x": 1.2, "y": 0.94368147179464 }, { "x": 1.25, "y": 0.96054381173061 }, { "x": 1.3, "y": 0.97344256747615 }, { "x": 1.35, "y": 0.98277842581373 }, { "x": 1.4, "y": 0.98920907772624 }, { "x": 1.45, "y": 0.99344732310179 }, { "x": 1.5, "y": 0.99613297115681 }, { "x": 1.55, "y": 0.99777625418689 }, { "x": 1.6, "y": 0.99875086335261 }, { "x": 1.65, "y": 0.99931303402289 }, { "x": 1.7, "y": 0.999629351856 }, { "x": 1.75, "y": 0.99980343224178 }, { "x": 1.8, "y": 0.99989735540366 }, { "x": 1.85, "y": 0.99994714143179 }, { "x": 1.9, "y": 0.99997311743637 }, { "x": 1.95, "y": 0.99998648032474 }, { "x": 2, "y": 0.99999326844482 }, { "x": 2.05, "y": 0.99999667811065 }, { "x": 2.1, "y": 0.99999837369999 }, { "x": 2.15, "y": 0.99999920941391 }, { "x": 2.2, "y": 0.99999961807012 }, { "x": 2.25, "y": 0.99999981650427 }, { "x": 2.3, "y": 0.99999991226558 }, { "x": 2.35, "y": 0.99999995822811 }, { "x": 2.4, "y": 0.99999998018411 }, { "x": 2.45, "y": 0.99999999062907 }, { "x": 2.5, "y": 0.99999999558026 }, { "x": 2.55, "y": 0.99999999792009 }, { "x": 2.6, "y": 0.999999999023 }, { "x": 2.65, "y": 0.99999999954174 }, { "x": 2.7, "y": 0.9999999997853 }, { "x": 2.75, "y": 0.99999999989949 }, { "x": 2.8, "y": 0.99999999995298 }, { "x": 2.85, "y": 0.999999999978 }, { "x": 2.9, "y": 0.99999999998971 }, { "x": 2.95, "y": 0.99999999999519 }, { "x": 3, "y": 0.99999999999775 }, { "x": 3.05, "y": 0.99999999999895 }, { "x": 3.1, "y": 0.99999999999951 }, { "x": 3.15, "y": 0.99999999999977 }, { "x": 3.2, "y": 0.99999999999989 }, { "x": 3.25, "y": 0.99999999999995 }, { "x": 3.3, "y": 0.99999999999998 }, { "x": 3.35, "y": 0.99999999999999 }, { "x": 3.4, "y": 0.99999999999999 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 358, "curve_id": "E6.2", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Distribution circuit", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -1.02714646457511, "sigma": 0.80361093488413027, "method": "Curve fitting", "mu_sigma_quality": 0.99676714665391164, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.027, σ=0.804, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01973474887225 }, { "x": 0.1, "y": 0.09751313375828 }, { "x": 0.15, "y": 0.18710990745372 }, { "x": 0.2, "y": 0.26723645518451 }, { "x": 0.25, "y": 0.33960536229829 }, { "x": 0.3, "y": 0.40702721664697 }, { "x": 0.35, "y": 0.47058403572562 }, { "x": 0.4, "y": 0.53019101635312 }, { "x": 0.45, "y": 0.58539074849878 }, { "x": 0.5, "y": 0.63579549986731 }, { "x": 0.55, "y": 0.68123902078852 }, { "x": 0.6, "y": 0.72177848040018 }, { "x": 0.65, "y": 0.75764102617084 }, { "x": 0.7, "y": 0.78916182532874 }, { "x": 0.75, "y": 0.81673182723728 }, { "x": 0.8, "y": 0.84075962267496 }, { "x": 0.85, "y": 0.8616461811768 }, { "x": 0.9, "y": 0.8797695985219 }, { "x": 0.95, "y": 0.89547697167983 }, { "x": 1, "y": 0.90908104584109 }, { "x": 1.05, "y": 0.92085988632481 }, { "x": 1.1, "y": 0.93105835213582 }, { "x": 1.15, "y": 0.93989054964389 }, { "x": 1.2, "y": 0.94754273406915 }, { "x": 1.25, "y": 0.95417632653917 }, { "x": 1.3, "y": 0.95993084893062 }, { "x": 1.35, "y": 0.96492666685215 }, { "x": 1.4, "y": 0.96926748751145 }, { "x": 1.45, "y": 0.97304259426467 }, { "x": 1.5, "y": 0.97632882062099 }, { "x": 1.55, "y": 0.97919227830894 }, { "x": 1.6, "y": 0.98168986001999 }, { "x": 1.65, "y": 0.98387053982789 }, { "x": 1.7, "y": 0.98577649447829 }, { "x": 1.75, "y": 0.98744406768613 }, { "x": 1.8, "y": 0.98890459786076 }, { "x": 1.85, "y": 0.99018512767383 }, { "x": 1.9, "y": 0.99130901181739 }, { "x": 1.95, "y": 0.99229643730171 }, { "x": 2, "y": 0.99316486878499 }, { "x": 2.05, "y": 0.99392942974374 }, { "x": 2.1, "y": 0.99460322879371 }, { "x": 2.15, "y": 0.99519763915259 }, { "x": 2.2, "y": 0.99572253808693 }, { "x": 2.25, "y": 0.99618651219082 }, { "x": 2.3, "y": 0.99659703348735 }, { "x": 2.35, "y": 0.99696061060907 }, { "x": 2.4, "y": 0.99728291868464 }, { "x": 2.45, "y": 0.99756891102235 }, { "x": 2.5, "y": 0.99782291522364 }, { "x": 2.55, "y": 0.99804871597021 }, { "x": 2.6, "y": 0.99824962639702 }, { "x": 2.65, "y": 0.99842854968149 }, { "x": 2.7, "y": 0.99858803223986 }, { "x": 2.75, "y": 0.99873030971775 }, { "x": 2.8, "y": 0.99885734678885 }, { "x": 2.85, "y": 0.9989708716282 }, { "x": 2.9, "y": 0.99907240580136 }, { "x": 2.95, "y": 0.99916329020368 }, { "x": 3, "y": 0.9992447075933 }, { "x": 3.05, "y": 0.9993177021838 }, { "x": 3.1, "y": 0.99938319669636 }, { "x": 3.15, "y": 0.99944200721479 }, { "x": 3.2, "y": 0.99949485613877 }, { "x": 3.25, "y": 0.99954238348924 }, { "x": 3.3, "y": 0.99958515678473 }, { "x": 3.35, "y": 0.99962367967712 }, { "x": 3.4, "y": 0.9996583995096 }, { "x": 3.45, "y": 0.99968971393731 }, { "x": 3.5, "y": 0.99971797673199 }, { "x": 3.55, "y": 0.99974350287583 }, { "x": 3.6, "y": 0.99976657303538 }, { "x": 3.65, "y": 0.99978743749439 }, { "x": 3.7, "y": 0.99980631961406 }, { "x": 3.75, "y": 0.99982341887989 }, { "x": 3.8, "y": 0.999838913587 }, { "x": 3.85, "y": 0.99985296320857 }, { "x": 3.9, "y": 0.99986571048659 }, { "x": 3.94999999999999, "y": 0.99987728327908 }, { "x": 3.99999999999999, "y": 0.99988779619318 } ] }, { "id": 359, "curve_id": "E8.1", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Anchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.598806941684664, "sigma": 0.74767312041072409, "method": "Curve fitting", "mu_sigma_quality": 0.999910322689654, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.599, σ=0.748, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00017496381155 }, { "x": 0.1, "y": 0.00773152928956 }, { "x": 0.15, "y": 0.0350648353758 }, { "x": 0.2, "y": 0.08056491478672 }, { "x": 0.25, "y": 0.13824230124915 }, { "x": 0.3, "y": 0.20269480525787 }, { "x": 0.35, "y": 0.26936362125556 }, { "x": 0.4, "y": 0.33477560348028 }, { "x": 0.45, "y": 0.39666394135042 }, { "x": 0.5, "y": 0.4538137813199 }, { "x": 0.55, "y": 0.50577534985242 }, { "x": 0.6, "y": 0.55258263644662 }, { "x": 0.65, "y": 0.5945370357095 }, { "x": 0.7, "y": 0.63206265562199 }, { "x": 0.75, "y": 0.66561899752699 }, { "x": 0.8, "y": 0.69565317794 }, { "x": 0.85, "y": 0.72257694351252 }, { "x": 0.9, "y": 0.74675810722899 }, { "x": 0.95, "y": 0.7685197585323 }, { "x": 1, "y": 0.78814325941191 }, { "x": 1.05, "y": 0.80587276795043 }, { "x": 1.1, "y": 0.82192008817788 }, { "x": 1.15, "y": 0.83646926062979 }, { "x": 1.2, "y": 0.84968064993696 }, { "x": 1.25, "y": 0.86169446557837 }, { "x": 1.3, "y": 0.87263373930436 }, { "x": 1.35, "y": 0.88260681949798 }, { "x": 1.4, "y": 0.89170945313738 }, { "x": 1.45, "y": 0.90002652367206 }, { "x": 1.5, "y": 0.90763350540763 }, { "x": 1.55, "y": 0.91459768571924 }, { "x": 1.6, "y": 0.92097919741519 }, { "x": 1.65, "y": 0.92683189561642 }, { "x": 1.7, "y": 0.93220410682677 }, { "x": 1.75, "y": 0.93713927240463 }, { "x": 1.8, "y": 0.94167650426216 }, { "x": 1.85, "y": 0.94585106713594 }, { "x": 1.9, "y": 0.94969479902251 }, { "x": 1.95, "y": 0.95323647920233 }, { "x": 2, "y": 0.95650215156271 }, { "x": 2.05, "y": 0.95951540957376 }, { "x": 2.1, "y": 0.96229764819101 }, { "x": 2.15, "y": 0.9648682870943 }, { "x": 2.2, "y": 0.96724496897528 }, { "x": 2.25, "y": 0.96944373601995 }, { "x": 2.3, "y": 0.97147918726959 }, { "x": 2.35, "y": 0.97336461916128 }, { "x": 2.4, "y": 0.97511215123196 }, { "x": 2.45, "y": 0.97673283870408 }, { "x": 2.5, "y": 0.97823677344714 }, { "x": 2.55, "y": 0.97963317461916 }, { "x": 2.6, "y": 0.98093047013035 }, { "x": 2.65, "y": 0.98213636993183 }, { "x": 2.7, "y": 0.98325793201246 }, { "x": 2.75, "y": 0.98430162188333 }, { "x": 2.8, "y": 0.98527336623867 }, { "x": 2.85, "y": 0.98617860140392 }, { "x": 2.9, "y": 0.98702231711228 }, { "x": 2.95, "y": 0.9878090960914 }, { "x": 3, "y": 0.98854314988795 }, { "x": 3.05, "y": 0.98922835131209 }, { "x": 3.1, "y": 0.98986826384162 }, { "x": 3.15, "y": 0.99046616828998 }, { "x": 3.2, "y": 0.99102508700928 }, { "x": 3.25, "y": 0.99154780587148 }, { "x": 3.3, "y": 0.99203689424496 }, { "x": 3.35, "y": 0.99249472316151 }, { "x": 3.4, "y": 0.99292348184833 }, { "x": 3.45, "y": 0.99332519278204 }, { "x": 3.5, "y": 0.99370172540547 }, { "x": 3.55, "y": 0.99405480863394 }, { "x": 3.6, "y": 0.9943860422649 }, { "x": 3.65, "y": 0.99469690739352 }, { "x": 3.7, "y": 0.9949887759266 }, { "x": 3.75, "y": 0.995262919278 }, { "x": 3.8, "y": 0.99552051632085 }, { "x": 3.85, "y": 0.99576266066414 }, { "x": 3.9, "y": 0.99599036731516 }, { "x": 3.94999999999999, "y": 0.99620457878286 }, { "x": 3.99999999999999, "y": 0.99640617067245 } ] }, { "id": 360, "curve_id": "E8.10", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Light rail DC power substation", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.724223248995263, "sigma": 1.221259155705084, "method": "Curve fitting", "mu_sigma_quality": 0.99656168821926172, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.724, σ=1.221, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00873602928014 }, { "x": 0.1, "y": 0.07026585603048 }, { "x": 0.15, "y": 0.15320584304122 }, { "x": 0.2, "y": 0.24126334476434 }, { "x": 0.25, "y": 0.31979955096034 }, { "x": 0.3, "y": 0.38178606973575 }, { "x": 0.35, "y": 0.42889554916592 }, { "x": 0.4, "y": 0.46554777449615 }, { "x": 0.45, "y": 0.49560290576515 }, { "x": 0.5, "y": 0.52162808558553 }, { "x": 0.55, "y": 0.54512658600608 }, { "x": 0.6, "y": 0.56691733515303 }, { "x": 0.65, "y": 0.58742697992056 }, { "x": 0.7, "y": 0.60687261699556 }, { "x": 0.75, "y": 0.62536548585994 }, { "x": 0.8, "y": 0.64296643656186 }, { "x": 0.85, "y": 0.65971426756665 }, { "x": 0.9, "y": 0.67563951702008 }, { "x": 0.95, "y": 0.69077072532902 }, { "x": 1, "y": 0.70513693335502 }, { "x": 1.05, "y": 0.71876838138279 }, { "x": 1.1, "y": 0.73169641025871 }, { "x": 1.15, "y": 0.74395306048939 }, { "x": 1.2, "y": 0.75557060433715 }, { "x": 1.25, "y": 0.76658111395045 }, { "x": 1.3, "y": 0.77701610345714 }, { "x": 1.35, "y": 0.78690625217324 }, { "x": 1.4, "y": 0.79628120265348 }, { "x": 1.45, "y": 0.80516942243835 }, { "x": 1.5, "y": 0.81359811752289 }, { "x": 1.55, "y": 0.82159318650492 }, { "x": 1.6, "y": 0.82917920593697 }, { "x": 1.65, "y": 0.83637943907536 }, { "x": 1.7, "y": 0.84321586175755 }, { "x": 1.75, "y": 0.84970920046329 }, { "x": 1.8, "y": 0.85587897871181 }, { "x": 1.85, "y": 0.86174356883495 }, { "x": 1.9, "y": 0.86732024687369 }, { "x": 1.95, "y": 0.87262524890296 }, { "x": 2, "y": 0.87767382752613 }, { "x": 2.05, "y": 0.88248030761899 }, { "x": 2.1, "y": 0.88705814066559 }, { "x": 2.15, "y": 0.89141995722902 }, { "x": 2.2, "y": 0.89557761725446 }, { "x": 2.25, "y": 0.89954225801821 }, { "x": 2.3, "y": 0.90332433962474 }, { "x": 2.35, "y": 0.90693368801872 }, { "x": 2.4, "y": 0.9103795355278 }, { "x": 2.45, "y": 0.91367055898633 }, { "x": 2.5, "y": 0.91681491551482 }, { "x": 2.55, "y": 0.91982027604674 }, { "x": 2.6, "y": 0.92269385670472 }, { "x": 2.65, "y": 0.92544244813465 }, { "x": 2.7, "y": 0.9280724429085 }, { "x": 2.75, "y": 0.93058986110733 }, { "x": 2.8, "y": 0.93300037419397 }, { "x": 2.85, "y": 0.93530932728218 }, { "x": 2.9, "y": 0.93752175990499 }, { "x": 2.95, "y": 0.93964242538067 }, { "x": 3, "y": 0.94167580886989 }, { "x": 3.05, "y": 0.9436261442125 }, { "x": 3.1, "y": 0.94549742962741 }, { "x": 3.15, "y": 0.94729344235404 }, { "x": 3.2, "y": 0.94901775230866 }, { "x": 3.25, "y": 0.95067373482451 }, { "x": 3.3, "y": 0.95226458253977 }, { "x": 3.35, "y": 0.95379331649305 }, { "x": 3.4, "y": 0.95526279648236 }, { "x": 3.45, "y": 0.95667573073895 }, { "x": 3.5, "y": 0.95803468496451 }, { "x": 3.55, "y": 0.95934209077613 }, { "x": 3.6, "y": 0.96060025360066 }, { "x": 3.65, "y": 0.96181136005695 }, { "x": 3.7, "y": 0.96297748486162 }, { "x": 3.75, "y": 0.9641005972915 }, { "x": 3.8, "y": 0.96518256723358 }, { "x": 3.85, "y": 0.96622517085073 }, { "x": 3.9, "y": 0.96723009588981 }, { "x": 3.94999999999999, "y": 0.96819894665657 }, { "x": 3.99999999999999, "y": 0.96913324868011 } ] }, { "id": 361, "curve_id": "E8.2", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Anchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.77567830901836, "sigma": 0.90665956144039617, "method": "Curve fitting", "mu_sigma_quality": 0.99841153747986944, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.776, σ=0.907, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00845520505893 }, { "x": 0.1, "y": 0.06179415777609 }, { "x": 0.15, "y": 0.13180983786482 }, { "x": 0.2, "y": 0.20303014334827 }, { "x": 0.25, "y": 0.27084721424482 }, { "x": 0.3, "y": 0.33304981012852 }, { "x": 0.35, "y": 0.38918557012356 }, { "x": 0.4, "y": 0.43974338367579 }, { "x": 0.45, "y": 0.48547934111897 }, { "x": 0.5, "y": 0.52709615760176 }, { "x": 0.55, "y": 0.56515183274472 }, { "x": 0.6, "y": 0.60006687502417 }, { "x": 0.65, "y": 0.63215923356245 }, { "x": 0.7, "y": 0.66167840271028 }, { "x": 0.75, "y": 0.68883069978733 }, { "x": 0.8, "y": 0.71379566003078 }, { "x": 0.85, "y": 0.73673573684204 }, { "x": 0.9, "y": 0.757801586767 }, { "x": 0.95, "y": 0.77713469315959 }, { "x": 1, "y": 0.7948685124271 }, { "x": 1.05, "y": 0.81112887905652 }, { "x": 1.1, "y": 0.82603409719571 }, { "x": 1.15, "y": 0.83969494972724 }, { "x": 1.2, "y": 0.85221473713612 }, { "x": 1.25, "y": 0.86368939073701 }, { "x": 1.3, "y": 0.87420766858199 }, { "x": 1.35, "y": 0.88385142478537 }, { "x": 1.4, "y": 0.89269593599398 }, { "x": 1.45, "y": 0.90081026738539 }, { "x": 1.5, "y": 0.90825766200897 }, { "x": 1.55, "y": 0.91509593986237 }, { "x": 1.6, "y": 0.9213778959417 }, { "x": 1.65, "y": 0.92715168917849 }, { "x": 1.7, "y": 0.9324612164923 }, { "x": 1.75, "y": 0.93734646809163 }, { "x": 1.8, "y": 0.94184386166272 }, { "x": 1.85, "y": 0.94598655424191 }, { "x": 1.9, "y": 0.94980473142963 }, { "x": 1.95, "y": 0.95332587422691 }, { "x": 2, "y": 0.9565750042107 }, { "x": 2.05, "y": 0.95957490805315 }, { "x": 2.1, "y": 0.96234634256831 }, { "x": 2.15, "y": 0.96490822156642 }, { "x": 2.2, "y": 0.96727778583155 }, { "x": 2.25, "y": 0.9694707575319 }, { "x": 2.3, "y": 0.97150148033583 }, { "x": 2.35, "y": 0.97338304645048 }, { "x": 2.4, "y": 0.97512741173203 }, { "x": 2.45, "y": 0.9767454999415 }, { "x": 2.5, "y": 0.97824729714246 }, { "x": 2.55, "y": 0.97964193715942 }, { "x": 2.6, "y": 0.98093777893972 }, { "x": 2.65, "y": 0.98214247658964 }, { "x": 2.7, "y": 0.98326304278642 }, { "x": 2.75, "y": 0.9843059062043 }, { "x": 2.8, "y": 0.98527696353301 }, { "x": 2.85, "y": 0.98618162661241 }, { "x": 2.9, "y": 0.98702486515695 }, { "x": 2.95, "y": 0.98781124549753 }, { "x": 3, "y": 0.98854496572671 }, { "x": 3.05, "y": 0.98922988759558 }, { "x": 3.1, "y": 0.98986956547585 }, { "x": 3.15, "y": 0.99046727267009 }, { "x": 3.2, "y": 0.99102602532506 }, { "x": 3.25, "y": 0.99154860417741 }, { "x": 3.3, "y": 0.99203757433895 }, { "x": 3.35, "y": 0.9924953033076 }, { "x": 3.4, "y": 0.99292397737213 }, { "x": 3.45, "y": 0.99332561656209 }, { "x": 3.5, "y": 0.99370208827935 }, { "x": 3.55, "y": 0.99405511973444 }, { "x": 3.6, "y": 0.99438630929878 }, { "x": 3.65, "y": 0.99469713687294 }, { "x": 3.7, "y": 0.99498897336157 }, { "x": 3.75, "y": 0.99526308933673 }, { "x": 3.8, "y": 0.99552066296338 }, { "x": 3.85, "y": 0.99576278725404 }, { "x": 3.9, "y": 0.9959904767129 }, { "x": 3.94999999999999, "y": 0.99620467342404 }, { "x": 3.99999999999999, "y": 0.99640625263339 } ] }, { "id": 362, "curve_id": "E8.3", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -1.02596092268776, "sigma": 0.86054769430406319, "method": "Curve fitting", "mu_sigma_quality": 0.9991416170885894, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.026, σ=0.861, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0158850924383 }, { "x": 0.1, "y": 0.08880947733728 }, { "x": 0.15, "y": 0.17553954116652 }, { "x": 0.2, "y": 0.2629052046852 }, { "x": 0.25, "y": 0.34502081240789 }, { "x": 0.3, "y": 0.41907128076613 }, { "x": 0.35, "y": 0.48470599820698 }, { "x": 0.4, "y": 0.54261652739133 }, { "x": 0.45, "y": 0.59372300346277 }, { "x": 0.5, "y": 0.63888301543909 }, { "x": 0.55, "y": 0.6788310418304 }, { "x": 0.6, "y": 0.71418999449106 }, { "x": 0.65, "y": 0.74549510739107 }, { "x": 0.7, "y": 0.77321350963102 }, { "x": 0.75, "y": 0.79775748763143 }, { "x": 0.8, "y": 0.81949310481254 }, { "x": 0.85, "y": 0.83874603944984 }, { "x": 0.9, "y": 0.85580592207528 }, { "x": 0.95, "y": 0.87092990340233 }, { "x": 1, "y": 0.88434581767298 }, { "x": 1.05, "y": 0.89625509893293 }, { "x": 1.1, "y": 0.90683550385793 }, { "x": 1.15, "y": 0.91624364987971 }, { "x": 1.2, "y": 0.92461736283206 }, { "x": 1.25, "y": 0.93207782768181 }, { "x": 1.3, "y": 0.93873154042664 }, { "x": 1.35, "y": 0.94467206473737 }, { "x": 1.4, "y": 0.94998160162535 }, { "x": 1.45, "y": 0.95473238377861 }, { "x": 1.5, "y": 0.95898790824211 }, { "x": 1.55, "y": 0.962804022045 }, { "x": 1.6, "y": 0.96622987547899 }, { "x": 1.65, "y": 0.96930875726093 }, { "x": 1.7, "y": 0.9720788249794 }, { "x": 1.75, "y": 0.97457374318669 }, { "x": 1.8, "y": 0.97682324036756 }, { "x": 1.85, "y": 0.97885359487252 }, { "x": 1.9, "y": 0.98068805879642 }, { "x": 1.95, "y": 0.98234722774289 }, { "x": 2, "y": 0.98384936345849 }, { "x": 2.05, "y": 0.98521067545417 }, { "x": 2.1, "y": 0.98644556695556 }, { "x": 2.15, "y": 0.98756684983531 }, { "x": 2.2, "y": 0.98858593257386 }, { "x": 2.25, "y": 0.98951298476276 }, { "x": 2.3, "y": 0.99035708119972 }, { "x": 2.35, "y": 0.99112632821987 }, { "x": 2.4, "y": 0.99182797455612 }, { "x": 2.45, "y": 0.99246850871642 }, { "x": 2.5, "y": 0.99305374460158 }, { "x": 2.55, "y": 0.99358889685894 }, { "x": 2.6, "y": 0.99407864726902 }, { "x": 2.65, "y": 0.99452720329182 }, { "x": 2.7, "y": 0.99493834975131 }, { "x": 2.75, "y": 0.99531549450884 }, { "x": 2.8, "y": 0.99566170886585 }, { "x": 2.85, "y": 0.99597976334021 }, { "x": 2.9, "y": 0.9962721593782 }, { "x": 2.95, "y": 0.99654115749183 }, { "x": 3, "y": 0.99678880224944 }, { "x": 3.05, "y": 0.99701694449343 }, { "x": 3.1, "y": 0.99722726111186 }, { "x": 3.15, "y": 0.99742127265058 }, { "x": 3.2, "y": 0.99760035901638 }, { "x": 3.25, "y": 0.99776577349159 }, { "x": 3.3, "y": 0.99791865525315 }, { "x": 3.35, "y": 0.99806004056619 }, { "x": 3.4, "y": 0.9981908728014 }, { "x": 3.45, "y": 0.99831201140796 }, { "x": 3.5, "y": 0.9984242399579 }, { "x": 3.55, "y": 0.99852827336438 }, { "x": 3.6, "y": 0.99862476436416 }, { "x": 3.65, "y": 0.99871430934433 }, { "x": 3.7, "y": 0.99879745358386 }, { "x": 3.75, "y": 0.99887469597272 }, { "x": 3.8, "y": 0.99894649326404 }, { "x": 3.85, "y": 0.99901326390858 }, { "x": 3.9, "y": 0.99907539151522 }, { "x": 3.94999999999999, "y": 0.99913322797644 }, { "x": 3.99999999999999, "y": 0.9991870962933 } ] }, { "id": 363, "curve_id": "E8.4", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -1.07928189964025, "sigma": 0.9030360467223697, "method": "Curve fitting", "mu_sigma_quality": 0.99853043708876477, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.079, σ=0.903, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01827367252321 }, { "x": 0.1, "y": 0.1047929836737 }, { "x": 0.15, "y": 0.20334558338555 }, { "x": 0.2, "y": 0.29772314588091 }, { "x": 0.25, "y": 0.38006956303432 }, { "x": 0.3, "y": 0.4497469388687 }, { "x": 0.35, "y": 0.50934416005161 }, { "x": 0.4, "y": 0.56139555518882 }, { "x": 0.45, "y": 0.60758878818325 }, { "x": 0.5, "y": 0.64892989355842 }, { "x": 0.55, "y": 0.68603423068008 }, { "x": 0.6, "y": 0.71932773079491 }, { "x": 0.65, "y": 0.74915382558792 }, { "x": 0.7, "y": 0.77582110275919 }, { "x": 0.75, "y": 0.79962046246052 }, { "x": 0.8, "y": 0.82082878397947 }, { "x": 0.85, "y": 0.83970773648665 }, { "x": 0.9, "y": 0.85650161525817 }, { "x": 0.95, "y": 0.87143568750168 }, { "x": 1, "y": 0.88471543308438 }, { "x": 1.05, "y": 0.89652661953128 }, { "x": 1.1, "y": 0.90703600910731 }, { "x": 1.15, "y": 0.91639248369313 }, { "x": 1.2, "y": 0.92472840784642 }, { "x": 1.25, "y": 0.93216109548842 }, { "x": 1.3, "y": 0.93879428674364 }, { "x": 1.35, "y": 0.94471957425124 }, { "x": 1.4, "y": 0.95001774259204 }, { "x": 1.45, "y": 0.95476000163923 }, { "x": 1.5, "y": 0.95900910625871 }, { "x": 1.55, "y": 0.96282036232245 }, { "x": 1.6, "y": 0.96624252364142 }, { "x": 1.65, "y": 0.96931858707106 }, { "x": 1.7, "y": 0.97208649434962 }, { "x": 1.75, "y": 0.97457974966376 }, { "x": 1.8, "y": 0.97682796182135 }, { "x": 1.85, "y": 0.97885731947007 }, { "x": 1.9, "y": 0.98069100718157 }, { "x": 1.95, "y": 0.98234956952 }, { "x": 2, "y": 0.98385122949556 }, { "x": 2.05, "y": 0.9852121671039 }, { "x": 2.1, "y": 0.98644676299475 }, { "x": 2.15, "y": 0.98756781170793 }, { "x": 2.2, "y": 0.98858670836791 }, { "x": 2.25, "y": 0.98951361223801 }, { "x": 2.3, "y": 0.99035759010151 }, { "x": 2.35, "y": 0.99112674205354 }, { "x": 2.4, "y": 0.99182831195271 }, { "x": 2.45, "y": 0.99246878448723 }, { "x": 2.5, "y": 0.99305397055535 }, { "x": 2.55, "y": 0.99358908243699 }, { "x": 2.6, "y": 0.99407880004053 }, { "x": 2.65, "y": 0.99452732934131 }, { "x": 2.7, "y": 0.99493845398251 }, { "x": 2.75, "y": 0.99531558088392 }, { "x": 2.8, "y": 0.99566178059406 }, { "x": 2.85, "y": 0.99597982302726 }, { "x": 2.9, "y": 0.99627220914474 }, { "x": 2.95, "y": 0.99654119906768 }, { "x": 3, "y": 0.99678883704882 }, { "x": 3.05, "y": 0.99701697367502 }, { "x": 3.1, "y": 0.99722728562705 }, { "x": 3.15, "y": 0.99742129328214 }, { "x": 3.2, "y": 0.9976003764097 }, { "x": 3.25, "y": 0.99776578817982 }, { "x": 3.3, "y": 0.99791866767759 }, { "x": 3.35, "y": 0.99806005109281 }, { "x": 3.4, "y": 0.99819088173427 }, { "x": 3.45, "y": 0.99831201900017 }, { "x": 3.5, "y": 0.99842424642049 }, { "x": 3.55, "y": 0.99852827887362 }, { "x": 3.6, "y": 0.99862476906755 }, { "x": 3.65, "y": 0.99871431336549 }, { "x": 3.7, "y": 0.99879745702656 }, { "x": 3.75, "y": 0.99887469892423 }, { "x": 3.8, "y": 0.99894649579786 }, { "x": 3.85, "y": 0.99901326608668 }, { "x": 3.9, "y": 0.99907539338998 }, { "x": 3.94999999999999, "y": 0.99913322959215 }, { "x": 3.99999999999999, "y": 0.99918709768749 } ] }, { "id": 364, "curve_id": "E8.5", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Anchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.545694200255429, "sigma": 1.0682391763069583, "method": "Curve fitting", "mu_sigma_quality": 0.999820994652301, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.546, σ=1.068, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01117521853183 }, { "x": 0.1, "y": 0.05283949199963 }, { "x": 0.15, "y": 0.10672821524657 }, { "x": 0.2, "y": 0.16386338589693 }, { "x": 0.25, "y": 0.22010598543438 }, { "x": 0.3, "y": 0.27337438008956 }, { "x": 0.35, "y": 0.32278343801588 }, { "x": 0.4, "y": 0.36812439931668 }, { "x": 0.45, "y": 0.40953529026294 }, { "x": 0.5, "y": 0.44730904859156 }, { "x": 0.55, "y": 0.48178996100309 }, { "x": 0.6, "y": 0.5133217046216 }, { "x": 0.65, "y": 0.54222377495073 }, { "x": 0.7, "y": 0.56878279813787 }, { "x": 0.75, "y": 0.5932512458715 }, { "x": 0.8, "y": 0.61584954649587 }, { "x": 0.85, "y": 0.63676951579973 }, { "x": 0.9, "y": 0.65617807585701 }, { "x": 0.95, "y": 0.67422078393786 }, { "x": 1, "y": 0.69102497956065 }, { "x": 1.05, "y": 0.70670250020934 }, { "x": 1.1, "y": 0.72135198283591 }, { "x": 1.15, "y": 0.73506079563599 }, { "x": 1.2, "y": 0.74790665234321 }, { "x": 1.25, "y": 0.75995895980092 }, { "x": 1.3, "y": 0.77127994421659 }, { "x": 1.35, "y": 0.78192559498322 }, { "x": 1.4, "y": 0.7919464585462 }, { "x": 1.45, "y": 0.80138830904743 }, { "x": 1.5, "y": 0.81029271756321 }, { "x": 1.55, "y": 0.81869753766241 }, { "x": 1.6, "y": 0.82663732166409 }, { "x": 1.65, "y": 0.83414367926136 }, { "x": 1.7, "y": 0.8412455879937 }, { "x": 1.75, "y": 0.84796966329421 }, { "x": 1.8, "y": 0.85434039442966 }, { "x": 1.85, "y": 0.86038035151985 }, { "x": 1.9, "y": 0.8661103679118 }, { "x": 1.95, "y": 0.87154970145046 }, { "x": 2, "y": 0.87671617759294 }, { "x": 2.05, "y": 0.88162631683076 }, { "x": 2.1, "y": 0.88629544849096 }, { "x": 2.15, "y": 0.89073781266455 }, { "x": 2.2, "y": 0.89496665174558 }, { "x": 2.25, "y": 0.89899429284521 }, { "x": 2.3, "y": 0.90283222216295 }, { "x": 2.35, "y": 0.90649115224575 }, { "x": 2.4, "y": 0.90998108293854 }, { "x": 2.45, "y": 0.91331135672259 }, { "x": 2.5, "y": 0.91649070904789 }, { "x": 2.55, "y": 0.91952731418875 }, { "x": 2.6, "y": 0.92242882708642 }, { "x": 2.65, "y": 0.92520242158644 }, { "x": 2.7, "y": 0.92785482543003 }, { "x": 2.75, "y": 0.93039235231775 }, { "x": 2.8, "y": 0.93282093132684 }, { "x": 2.85, "y": 0.93514613393321 }, { "x": 2.9, "y": 0.93737319886103 }, { "x": 2.95, "y": 0.93950705495954 }, { "x": 3, "y": 0.94155234228536 }, { "x": 3.05, "y": 0.94351343155046 }, { "x": 3.1, "y": 0.94539444207954 }, { "x": 3.15, "y": 0.94719925840621 }, { "x": 3.2, "y": 0.94893154562478 }, { "x": 3.25, "y": 0.95059476360291 }, { "x": 3.3, "y": 0.95219218015059 }, { "x": 3.35, "y": 0.95372688323165 }, { "x": 3.4, "y": 0.95520179229621 }, { "x": 3.45, "y": 0.95661966880518 }, { "x": 3.5, "y": 0.95798312601147 }, { "x": 3.55, "y": 0.95929463805676 }, { "x": 3.6, "y": 0.96055654843763 }, { "x": 3.65, "y": 0.96177107788984 }, { "x": 3.7, "y": 0.96294033173572 }, { "x": 3.75, "y": 0.96406630673535 }, { "x": 3.8, "y": 0.96515089747915 }, { "x": 3.85, "y": 0.9661959023561 }, { "x": 3.9, "y": 0.96720302912907 }, { "x": 3.94999999999999, "y": 0.96817390014605 }, { "x": 3.99999999999999, "y": 0.96911005721395 } ] }, { "id": 365, "curve_id": "E8.6", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Anchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.726260030884276, "sigma": 1.0945394414330951, "method": "Curve fitting", "mu_sigma_quality": 0.99873748719487909, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.726, σ=1.095, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00613599205716 }, { "x": 0.1, "y": 0.05920621212495 }, { "x": 0.15, "y": 0.13333643216819 }, { "x": 0.2, "y": 0.21001690134692 }, { "x": 0.25, "y": 0.28296165801253 }, { "x": 0.3, "y": 0.34759741502589 }, { "x": 0.35, "y": 0.402579572186 }, { "x": 0.4, "y": 0.44884854097916 }, { "x": 0.45, "y": 0.48813719507342 }, { "x": 0.5, "y": 0.52212066625191 }, { "x": 0.55, "y": 0.55212327277452 }, { "x": 0.6, "y": 0.57909886490087 }, { "x": 0.65, "y": 0.6037038844075 }, { "x": 0.7, "y": 0.62638236211562 }, { "x": 0.75, "y": 0.64743577765865 }, { "x": 0.8, "y": 0.66707332639522 }, { "x": 0.85, "y": 0.68544567351951 }, { "x": 0.9, "y": 0.70266669712469 }, { "x": 0.95, "y": 0.71882711186963 }, { "x": 1, "y": 0.73400283510936 }, { "x": 1.05, "y": 0.74826004391596 }, { "x": 1.1, "y": 0.76165819261556 }, { "x": 1.15, "y": 0.77425179535545 }, { "x": 1.2, "y": 0.78609147350778 }, { "x": 1.25, "y": 0.79722457354002 }, { "x": 1.3, "y": 0.80769553953039 }, { "x": 1.35, "y": 0.81754614959359 }, { "x": 1.4, "y": 0.82681567982081 }, { "x": 1.45, "y": 0.83554103183077 }, { "x": 1.5, "y": 0.84375684367758 }, { "x": 1.55, "y": 0.8514955943059 }, { "x": 1.6, "y": 0.85878770628931 }, { "x": 1.65, "y": 0.86566164858197 }, { "x": 1.7, "y": 0.87214403944708 }, { "x": 1.75, "y": 0.87825974899085 }, { "x": 1.8, "y": 0.8840320004593 }, { "x": 1.85, "y": 0.88948246943291 }, { "x": 1.9, "y": 0.89463138015178 }, { "x": 1.95, "y": 0.89949759835278 }, { "x": 2, "y": 0.90409872015745 }, { "x": 2.05, "y": 0.90845115669826 }, { "x": 2.1, "y": 0.91257021429958 }, { "x": 2.15, "y": 0.91647017013718 }, { "x": 2.2, "y": 0.92016434338582 }, { "x": 2.25, "y": 0.9236651619308 }, { "x": 2.3, "y": 0.92698422476911 }, { "x": 2.35, "y": 0.93013236026108 }, { "x": 2.4, "y": 0.93311968041791 }, { "x": 2.45, "y": 0.93595563142549 }, { "x": 2.5, "y": 0.93864904061253 }, { "x": 2.55, "y": 0.94120816007412 }, { "x": 2.6, "y": 0.94364070715944 }, { "x": 2.65, "y": 0.94595390202841 }, { "x": 2.7, "y": 0.94815450247453 }, { "x": 2.75, "y": 0.95024883620336 }, { "x": 2.8, "y": 0.95224283074651 }, { "x": 2.85, "y": 0.9541420411813 }, { "x": 2.9, "y": 0.95595167581618 }, { "x": 2.95, "y": 0.95767661999197 }, { "x": 3, "y": 0.9593214581392 }, { "x": 3.05, "y": 0.96089049422205 }, { "x": 3.1, "y": 0.9623877706906 }, { "x": 3.15, "y": 0.9638170860539 }, { "x": 3.2, "y": 0.9651820111785 }, { "x": 3.25, "y": 0.96648590440912 }, { "x": 3.3, "y": 0.96773192560082 }, { "x": 3.35, "y": 0.96892304914539 }, { "x": 3.4, "y": 0.97006207606805 }, { "x": 3.45, "y": 0.97115164526511 }, { "x": 3.5, "y": 0.97219424394724 }, { "x": 3.55, "y": 0.97319221734836 }, { "x": 3.6, "y": 0.97414777775542 }, { "x": 3.65, "y": 0.9750630129097 }, { "x": 3.7, "y": 0.97593989382688 }, { "x": 3.75, "y": 0.97678028207876 }, { "x": 3.8, "y": 0.97758593657683 }, { "x": 3.85, "y": 0.97835851989417 }, { "x": 3.9, "y": 0.97909960415972 }, { "x": 3.94999999999999, "y": 0.97981067655616 }, { "x": 3.99999999999999, "y": 0.98049314445022 } ] }, { "id": 366, "curve_id": "E8.7", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Unanchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.647770965562197, "sigma": 1.1476560272587983, "method": "Curve fitting", "mu_sigma_quality": 0.99887840106162729, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.648, σ=1.148, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00635427458386 }, { "x": 0.1, "y": 0.05437412799633 }, { "x": 0.15, "y": 0.12456478208865 }, { "x": 0.2, "y": 0.19791339255804 }, { "x": 0.25, "y": 0.26670575010454 }, { "x": 0.3, "y": 0.32754982648771 }, { "x": 0.35, "y": 0.37987297117387 }, { "x": 0.4, "y": 0.42457111528145 }, { "x": 0.45, "y": 0.46300574983061 }, { "x": 0.5, "y": 0.49649165792366 }, { "x": 0.55, "y": 0.52611271649761 }, { "x": 0.6, "y": 0.55269809897948 }, { "x": 0.65, "y": 0.57685908763636 }, { "x": 0.7, "y": 0.59903942059654 }, { "x": 0.75, "y": 0.61956089592177 }, { "x": 0.8, "y": 0.63865919997344 }, { "x": 0.85, "y": 0.65651016518637 }, { "x": 0.9, "y": 0.67324828007624 }, { "x": 0.95, "y": 0.68897943996541 }, { "x": 1, "y": 0.70378960978348 }, { "x": 1.05, "y": 0.71775066376363 }, { "x": 1.1, "y": 0.7309243086765 }, { "x": 1.15, "y": 0.74336472038308 }, { "x": 1.2, "y": 0.75512032274685 }, { "x": 1.25, "y": 0.76623499754191 }, { "x": 1.3, "y": 0.77674891791078 }, { "x": 1.35, "y": 0.78669913307581 }, { "x": 1.4, "y": 0.79611998863422 }, { "x": 1.45, "y": 0.80504343793485 }, { "x": 1.5, "y": 0.81349928095326 }, { "x": 1.55, "y": 0.82151535449719 }, { "x": 1.6, "y": 0.82911768929806 }, { "x": 1.65, "y": 0.83633064411847 }, { "x": 1.7, "y": 0.84317702345925 }, { "x": 1.75, "y": 0.84967818314089 }, { "x": 1.8, "y": 0.85585412653809 }, { "x": 1.85, "y": 0.86172359328226 }, { "x": 1.9, "y": 0.86730414163027 }, { "x": 1.95, "y": 0.87261222530642 }, { "x": 2, "y": 0.87766326537958 }, { "x": 2.05, "y": 0.88247171758486 }, { "x": 2.1, "y": 0.88705113540636 }, { "x": 2.15, "y": 0.8914142291811 }, { "x": 2.2, "y": 0.89557292145056 }, { "x": 2.25, "y": 0.89953839876619 }, { "x": 2.3, "y": 0.90332116014249 }, { "x": 2.35, "y": 0.90693106234302 }, { "x": 2.4, "y": 0.91037736217803 }, { "x": 2.45, "y": 0.91366875598718 }, { "x": 2.5, "y": 0.91681341647462 }, { "x": 2.55, "y": 0.9198190270584 }, { "x": 2.6, "y": 0.92269281388983 }, { "x": 2.65, "y": 0.9254415756916 }, { "x": 2.7, "y": 0.9280717115571 }, { "x": 2.75, "y": 0.93058924684599 }, { "x": 2.8, "y": 0.93299985730407 }, { "x": 2.85, "y": 0.93530889152844 }, { "x": 2.9, "y": 0.93752139189165 }, { "x": 2.95, "y": 0.9396421140319 }, { "x": 3, "y": 0.94167554500942 }, { "x": 3.05, "y": 0.94362592022274 }, { "x": 3.1, "y": 0.94549723917245 }, { "x": 3.15, "y": 0.94729328015402 }, { "x": 3.2, "y": 0.9490176139556 }, { "x": 3.25, "y": 0.9506736166317 }, { "x": 3.3, "y": 0.95226448141825 }, { "x": 3.35, "y": 0.95379322985025 }, { "x": 3.4, "y": 0.95526272213862 }, { "x": 3.45, "y": 0.95667566685873 }, { "x": 3.5, "y": 0.95803462999953 }, { "x": 3.55, "y": 0.95934204341837 }, { "x": 3.6, "y": 0.96060021274334 }, { "x": 3.65, "y": 0.96181132476213 }, { "x": 3.7, "y": 0.96297745433326 }, { "x": 3.75, "y": 0.96410057085302 }, { "x": 3.8, "y": 0.96518254430909 }, { "x": 3.85, "y": 0.96622515094936 }, { "x": 3.9, "y": 0.96723007859257 }, { "x": 3.94999999999999, "y": 0.96819893160537 }, { "x": 3.99999999999999, "y": 0.96913323556847 } ] }, { "id": 367, "curve_id": "E8.8", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Unanchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.72643388072412, "sigma": 1.2235982804715357, "method": "Curve fitting", "mu_sigma_quality": 0.99642967862483178, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.726, σ=1.224, R²=0.996; Mu/sigma can be used for reconstruction (quality: 0.996); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00610628502641 }, { "x": 0.1, "y": 0.06902383493852 }, { "x": 0.15, "y": 0.156534137785 }, { "x": 0.2, "y": 0.24484981635717 }, { "x": 0.25, "y": 0.32223754809648 }, { "x": 0.3, "y": 0.38321220749223 }, { "x": 0.35, "y": 0.42968381690156 }, { "x": 0.4, "y": 0.46597559223197 }, { "x": 0.45, "y": 0.49583502025327 }, { "x": 0.5, "y": 0.52175509882599 }, { "x": 0.55, "y": 0.54519699262456 }, { "x": 0.6, "y": 0.56695695398643 }, { "x": 0.65, "y": 0.58744963005635 }, { "x": 0.7, "y": 0.60688577447994 }, { "x": 0.75, "y": 0.62537324992982 }, { "x": 0.8, "y": 0.64297108823106 }, { "x": 0.85, "y": 0.65971709551272 }, { "x": 0.9, "y": 0.67564126041179 }, { "x": 0.95, "y": 0.69077181449358 }, { "x": 1, "y": 0.70513762245729 }, { "x": 1.05, "y": 0.71876882263999 }, { "x": 1.1, "y": 0.73169669605489 }, { "x": 1.15, "y": 0.74395324761352 }, { "x": 1.2, "y": 0.7555707281251 }, { "x": 1.25, "y": 0.76658119664611 }, { "x": 1.3, "y": 0.77701615921898 }, { "x": 1.35, "y": 0.78690629010899 }, { "x": 1.4, "y": 0.79628122868127 }, { "x": 1.45, "y": 0.80516944044089 }, { "x": 1.5, "y": 0.81359813007106 }, { "x": 1.55, "y": 0.82159319531599 }, { "x": 1.6, "y": 0.82917921216773 }, { "x": 1.65, "y": 0.8363794435113 }, { "x": 1.7, "y": 0.84321586493619 }, { "x": 1.75, "y": 0.84970920275517 }, { "x": 1.8, "y": 0.8558789803742 }, { "x": 1.85, "y": 0.86174357004767 }, { "x": 1.9, "y": 0.86732024776325 }, { "x": 1.95, "y": 0.87262524955895 }, { "x": 2, "y": 0.87767382801234 }, { "x": 2.05, "y": 0.88248030798115 }, { "x": 2.1, "y": 0.88705814093662 }, { "x": 2.15, "y": 0.89141995743279 }, { "x": 2.2, "y": 0.89557761740833 }, { "x": 2.25, "y": 0.89954225813491 }, { "x": 2.3, "y": 0.90332433971361 }, { "x": 2.35, "y": 0.90693368808666 }, { "x": 2.4, "y": 0.91037953557994 }, { "x": 2.45, "y": 0.9136705590265 }, { "x": 2.5, "y": 0.91681491554588 }, { "x": 2.55, "y": 0.91982027607084 }, { "x": 2.6, "y": 0.92269385672349 }, { "x": 2.65, "y": 0.92544244814931 }, { "x": 2.7, "y": 0.92807244291999 }, { "x": 2.75, "y": 0.93058986111636 }, { "x": 2.8, "y": 0.93300037420109 }, { "x": 2.85, "y": 0.93530932728781 }, { "x": 2.9, "y": 0.93752175990945 }, { "x": 2.95, "y": 0.93964242538422 }, { "x": 3, "y": 0.94167580887272 }, { "x": 3.05, "y": 0.94362614421476 }, { "x": 3.1, "y": 0.94549742962923 }, { "x": 3.15, "y": 0.9472934423555 }, { "x": 3.2, "y": 0.94901775230983 }, { "x": 3.25, "y": 0.95067373482546 }, { "x": 3.3, "y": 0.95226458254053 }, { "x": 3.35, "y": 0.95379331649368 }, { "x": 3.4, "y": 0.95526279648286 }, { "x": 3.45, "y": 0.95667573073936 }, { "x": 3.5, "y": 0.95803468496485 }, { "x": 3.55, "y": 0.9593420907764 }, { "x": 3.6, "y": 0.96060025360089 }, { "x": 3.65, "y": 0.96181136005714 }, { "x": 3.7, "y": 0.96297748486177 }, { "x": 3.75, "y": 0.96410059729163 }, { "x": 3.8, "y": 0.96518256723368 }, { "x": 3.85, "y": 0.96622517085081 }, { "x": 3.9, "y": 0.96723009588988 }, { "x": 3.94999999999999, "y": 0.96819894665663 }, { "x": 3.99999999999999, "y": 0.96913324868016 } ] }, { "id": 368, "curve_id": "E8.9", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Light rail DC power substation", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.668619918351804, "sigma": 1.1661850270825687, "method": "Curve fitting", "mu_sigma_quality": 0.99847373053644584, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.669, σ=1.166, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00848807641701 }, { "x": 0.1, "y": 0.06087208393041 }, { "x": 0.15, "y": 0.1302437133618 }, { "x": 0.2, "y": 0.20443105797621 }, { "x": 0.25, "y": 0.27607601117194 }, { "x": 0.3, "y": 0.3394222826887 }, { "x": 0.35, "y": 0.39278740344763 }, { "x": 0.4, "y": 0.43715166022877 }, { "x": 0.45, "y": 0.47437912173359 }, { "x": 0.5, "y": 0.50626694315253 }, { "x": 0.55, "y": 0.53422925978655 }, { "x": 0.6, "y": 0.55927907352492 }, { "x": 0.65, "y": 0.58210836935195 }, { "x": 0.7, "y": 0.60317993356787 }, { "x": 0.75, "y": 0.62280252395829 }, { "x": 0.8, "y": 0.64118497626728 }, { "x": 0.85, "y": 0.65847265319002 }, { "x": 0.9, "y": 0.67477105508471 }, { "x": 0.95, "y": 0.69016072952946 }, { "x": 1, "y": 0.70470651765362 }, { "x": 1.05, "y": 0.71846320861 }, { "x": 1.1, "y": 0.73147895706035 }, { "x": 1.15, "y": 0.74379732740724 }, { "x": 1.2, "y": 0.75545850594306 }, { "x": 1.25, "y": 0.7665000156279 }, { "x": 1.3, "y": 0.77695713824525 }, { "x": 1.35, "y": 0.78686316782384 }, { "x": 1.4, "y": 0.79624956935968 }, { "x": 1.45, "y": 0.80514608638545 }, { "x": 1.5, "y": 0.81358082245204 }, { "x": 1.55, "y": 0.82158031049778 }, { "x": 1.6, "y": 0.82916957751883 }, { "x": 1.65, "y": 0.83637220814534 }, { "x": 1.7, "y": 0.84321040858012 }, { "x": 1.75, "y": 0.84970507119924 }, { "x": 1.8, "y": 0.85587583953812 }, { "x": 1.85, "y": 0.86174117314388 }, { "x": 1.9, "y": 0.86731841171629 }, { "x": 1.95, "y": 0.87262383799606 }, { "x": 2, "y": 0.87767273894017 }, { "x": 2.05, "y": 0.88247946481891 }, { "x": 2.1, "y": 0.88705748596407 }, { "x": 2.15, "y": 0.89141944698267 }, { "x": 2.2, "y": 0.89557721832473 }, { "x": 2.25, "y": 0.89954194515371 }, { "x": 2.3, "y": 0.90332409351753 }, { "x": 2.35, "y": 0.90693349385569 }, { "x": 2.4, "y": 0.91037938190698 }, { "x": 2.45, "y": 0.91367043710327 }, { "x": 2.5, "y": 0.91681481854963 }, { "x": 2.55, "y": 0.91982019870068 }, { "x": 2.6, "y": 0.92269379484869 }, { "x": 2.65, "y": 0.92544239854169 }, { "x": 2.7, "y": 0.92807240304956 }, { "x": 2.75, "y": 0.93058982899485 }, { "x": 2.8, "y": 0.93300034826176 }, { "x": 2.85, "y": 0.93530930629281 }, { "x": 2.9, "y": 0.93752174287828 }, { "x": 2.95, "y": 0.93964241153829 }, { "x": 3, "y": 0.94167579759223 }, { "x": 3.05, "y": 0.94362613500516 }, { "x": 3.1, "y": 0.94549742209496 }, { "x": 3.15, "y": 0.94729343617947 }, { "x": 3.2, "y": 0.94901774723727 }, { "x": 3.25, "y": 0.95067373065123 }, { "x": 3.3, "y": 0.95226457909909 }, { "x": 3.35, "y": 0.95379331365117 }, { "x": 3.4, "y": 0.95526279413083 }, { "x": 3.45, "y": 0.95667572878974 }, { "x": 3.5, "y": 0.958034683346 }, { "x": 3.55, "y": 0.95934208942993 }, { "x": 3.6, "y": 0.9606002524791 }, { "x": 3.65, "y": 0.96181135912102 }, { "x": 3.7, "y": 0.96297748407935 }, { "x": 3.75, "y": 0.96410059663664 }, { "x": 3.8, "y": 0.96518256668453 }, { "x": 3.85, "y": 0.9662251703897 }, { "x": 3.9, "y": 0.96723009550212 }, { "x": 3.94999999999999, "y": 0.96819894633008 }, { "x": 3.99999999999999, "y": 0.96913324840476 } ] }, { "id": 369, "curve_id": "E9.1", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Anchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.598806941684664, "sigma": 0.74767312041072409, "method": "Curve fitting", "mu_sigma_quality": 0.999910322689654, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.599, σ=0.748, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00017496381155 }, { "x": 0.1, "y": 0.00773152928956 }, { "x": 0.15, "y": 0.0350648353758 }, { "x": 0.2, "y": 0.08056491478672 }, { "x": 0.25, "y": 0.13824230124915 }, { "x": 0.3, "y": 0.20269480525787 }, { "x": 0.35, "y": 0.26936362125556 }, { "x": 0.4, "y": 0.33477560348028 }, { "x": 0.45, "y": 0.39666394135042 }, { "x": 0.5, "y": 0.4538137813199 }, { "x": 0.55, "y": 0.50577534985242 }, { "x": 0.6, "y": 0.55258263644662 }, { "x": 0.65, "y": 0.5945370357095 }, { "x": 0.7, "y": 0.63206265562199 }, { "x": 0.75, "y": 0.66561899752699 }, { "x": 0.8, "y": 0.69565317794 }, { "x": 0.85, "y": 0.72257694351252 }, { "x": 0.9, "y": 0.74675810722899 }, { "x": 0.95, "y": 0.7685197585323 }, { "x": 1, "y": 0.78814325941191 }, { "x": 1.05, "y": 0.80587276795043 }, { "x": 1.1, "y": 0.82192008817788 }, { "x": 1.15, "y": 0.83646926062979 }, { "x": 1.2, "y": 0.84968064993696 }, { "x": 1.25, "y": 0.86169446557837 }, { "x": 1.3, "y": 0.87263373930436 }, { "x": 1.35, "y": 0.88260681949798 }, { "x": 1.4, "y": 0.89170945313738 }, { "x": 1.45, "y": 0.90002652367206 }, { "x": 1.5, "y": 0.90763350540763 }, { "x": 1.55, "y": 0.91459768571924 }, { "x": 1.6, "y": 0.92097919741519 }, { "x": 1.65, "y": 0.92683189561642 }, { "x": 1.7, "y": 0.93220410682677 }, { "x": 1.75, "y": 0.93713927240463 }, { "x": 1.8, "y": 0.94167650426216 }, { "x": 1.85, "y": 0.94585106713594 }, { "x": 1.9, "y": 0.94969479902251 }, { "x": 1.95, "y": 0.95323647920233 }, { "x": 2, "y": 0.95650215156271 }, { "x": 2.05, "y": 0.95951540957376 }, { "x": 2.1, "y": 0.96229764819101 }, { "x": 2.15, "y": 0.9648682870943 }, { "x": 2.2, "y": 0.96724496897528 }, { "x": 2.25, "y": 0.96944373601995 }, { "x": 2.3, "y": 0.97147918726959 }, { "x": 2.35, "y": 0.97336461916128 }, { "x": 2.4, "y": 0.97511215123196 }, { "x": 2.45, "y": 0.97673283870408 }, { "x": 2.5, "y": 0.97823677344714 }, { "x": 2.55, "y": 0.97963317461916 }, { "x": 2.6, "y": 0.98093047013035 }, { "x": 2.65, "y": 0.98213636993183 }, { "x": 2.7, "y": 0.98325793201246 }, { "x": 2.75, "y": 0.98430162188333 }, { "x": 2.8, "y": 0.98527336623867 }, { "x": 2.85, "y": 0.98617860140392 }, { "x": 2.9, "y": 0.98702231711228 }, { "x": 2.95, "y": 0.9878090960914 }, { "x": 3, "y": 0.98854314988795 }, { "x": 3.05, "y": 0.98922835131209 }, { "x": 3.1, "y": 0.98986826384162 }, { "x": 3.15, "y": 0.99046616828998 }, { "x": 3.2, "y": 0.99102508700928 }, { "x": 3.25, "y": 0.99154780587148 }, { "x": 3.3, "y": 0.99203689424496 }, { "x": 3.35, "y": 0.99249472316151 }, { "x": 3.4, "y": 0.99292348184833 }, { "x": 3.45, "y": 0.99332519278204 }, { "x": 3.5, "y": 0.99370172540547 }, { "x": 3.55, "y": 0.99405480863394 }, { "x": 3.6, "y": 0.9943860422649 }, { "x": 3.65, "y": 0.99469690739352 }, { "x": 3.7, "y": 0.9949887759266 }, { "x": 3.75, "y": 0.995262919278 }, { "x": 3.8, "y": 0.99552051632085 }, { "x": 3.85, "y": 0.99576266066414 }, { "x": 3.9, "y": 0.99599036731516 }, { "x": 3.94999999999999, "y": 0.99620457878286 }, { "x": 3.99999999999999, "y": 0.99640617067245 } ] }, { "id": 370, "curve_id": "E9.2", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Anchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -0.77567830901836, "sigma": 0.90665956144039617, "method": "Curve fitting", "mu_sigma_quality": 0.99841153747986944, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.776, σ=0.907, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00845520505893 }, { "x": 0.1, "y": 0.06179415777609 }, { "x": 0.15, "y": 0.13180983786482 }, { "x": 0.2, "y": 0.20303014334827 }, { "x": 0.25, "y": 0.27084721424482 }, { "x": 0.3, "y": 0.33304981012852 }, { "x": 0.35, "y": 0.38918557012356 }, { "x": 0.4, "y": 0.43974338367579 }, { "x": 0.45, "y": 0.48547934111897 }, { "x": 0.5, "y": 0.52709615760176 }, { "x": 0.55, "y": 0.56515183274472 }, { "x": 0.6, "y": 0.60006687502417 }, { "x": 0.65, "y": 0.63215923356245 }, { "x": 0.7, "y": 0.66167840271028 }, { "x": 0.75, "y": 0.68883069978733 }, { "x": 0.8, "y": 0.71379566003078 }, { "x": 0.85, "y": 0.73673573684204 }, { "x": 0.9, "y": 0.757801586767 }, { "x": 0.95, "y": 0.77713469315959 }, { "x": 1, "y": 0.7948685124271 }, { "x": 1.05, "y": 0.81112887905652 }, { "x": 1.1, "y": 0.82603409719571 }, { "x": 1.15, "y": 0.83969494972724 }, { "x": 1.2, "y": 0.85221473713612 }, { "x": 1.25, "y": 0.86368939073701 }, { "x": 1.3, "y": 0.87420766858199 }, { "x": 1.35, "y": 0.88385142478537 }, { "x": 1.4, "y": 0.89269593599398 }, { "x": 1.45, "y": 0.90081026738539 }, { "x": 1.5, "y": 0.90825766200897 }, { "x": 1.55, "y": 0.91509593986237 }, { "x": 1.6, "y": 0.9213778959417 }, { "x": 1.65, "y": 0.92715168917849 }, { "x": 1.7, "y": 0.9324612164923 }, { "x": 1.75, "y": 0.93734646809163 }, { "x": 1.8, "y": 0.94184386166272 }, { "x": 1.85, "y": 0.94598655424191 }, { "x": 1.9, "y": 0.94980473142963 }, { "x": 1.95, "y": 0.95332587422691 }, { "x": 2, "y": 0.9565750042107 }, { "x": 2.05, "y": 0.95957490805315 }, { "x": 2.1, "y": 0.96234634256831 }, { "x": 2.15, "y": 0.96490822156642 }, { "x": 2.2, "y": 0.96727778583155 }, { "x": 2.25, "y": 0.9694707575319 }, { "x": 2.3, "y": 0.97150148033583 }, { "x": 2.35, "y": 0.97338304645048 }, { "x": 2.4, "y": 0.97512741173203 }, { "x": 2.45, "y": 0.9767454999415 }, { "x": 2.5, "y": 0.97824729714246 }, { "x": 2.55, "y": 0.97964193715942 }, { "x": 2.6, "y": 0.98093777893972 }, { "x": 2.65, "y": 0.98214247658964 }, { "x": 2.7, "y": 0.98326304278642 }, { "x": 2.75, "y": 0.9843059062043 }, { "x": 2.8, "y": 0.98527696353301 }, { "x": 2.85, "y": 0.98618162661241 }, { "x": 2.9, "y": 0.98702486515695 }, { "x": 2.95, "y": 0.98781124549753 }, { "x": 3, "y": 0.98854496572671 }, { "x": 3.05, "y": 0.98922988759558 }, { "x": 3.1, "y": 0.98986956547585 }, { "x": 3.15, "y": 0.99046727267009 }, { "x": 3.2, "y": 0.99102602532506 }, { "x": 3.25, "y": 0.99154860417741 }, { "x": 3.3, "y": 0.99203757433895 }, { "x": 3.35, "y": 0.9924953033076 }, { "x": 3.4, "y": 0.99292397737213 }, { "x": 3.45, "y": 0.99332561656209 }, { "x": 3.5, "y": 0.99370208827935 }, { "x": 3.55, "y": 0.99405511973444 }, { "x": 3.6, "y": 0.99438630929878 }, { "x": 3.65, "y": 0.99469713687294 }, { "x": 3.7, "y": 0.99498897336157 }, { "x": 3.75, "y": 0.99526308933673 }, { "x": 3.8, "y": 0.99552066296338 }, { "x": 3.85, "y": 0.99576278725404 }, { "x": 3.9, "y": 0.9959904767129 }, { "x": 3.94999999999999, "y": 0.99620467342404 }, { "x": 3.99999999999999, "y": 0.99640625263339 } ] }, { "id": 371, "curve_id": "E9.3", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -1.02596092268776, "sigma": 0.86054769430406319, "method": "Curve fitting", "mu_sigma_quality": 0.9991416170885894, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.026, σ=0.861, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0158850924383 }, { "x": 0.1, "y": 0.08880947733728 }, { "x": 0.15, "y": 0.17553954116652 }, { "x": 0.2, "y": 0.2629052046852 }, { "x": 0.25, "y": 0.34502081240789 }, { "x": 0.3, "y": 0.41907128076613 }, { "x": 0.35, "y": 0.48470599820698 }, { "x": 0.4, "y": 0.54261652739133 }, { "x": 0.45, "y": 0.59372300346277 }, { "x": 0.5, "y": 0.63888301543909 }, { "x": 0.55, "y": 0.6788310418304 }, { "x": 0.6, "y": 0.71418999449106 }, { "x": 0.65, "y": 0.74549510739107 }, { "x": 0.7, "y": 0.77321350963102 }, { "x": 0.75, "y": 0.79775748763143 }, { "x": 0.8, "y": 0.81949310481254 }, { "x": 0.85, "y": 0.83874603944984 }, { "x": 0.9, "y": 0.85580592207528 }, { "x": 0.95, "y": 0.87092990340233 }, { "x": 1, "y": 0.88434581767298 }, { "x": 1.05, "y": 0.89625509893293 }, { "x": 1.1, "y": 0.90683550385793 }, { "x": 1.15, "y": 0.91624364987971 }, { "x": 1.2, "y": 0.92461736283206 }, { "x": 1.25, "y": 0.93207782768181 }, { "x": 1.3, "y": 0.93873154042664 }, { "x": 1.35, "y": 0.94467206473737 }, { "x": 1.4, "y": 0.94998160162535 }, { "x": 1.45, "y": 0.95473238377861 }, { "x": 1.5, "y": 0.95898790824211 }, { "x": 1.55, "y": 0.962804022045 }, { "x": 1.6, "y": 0.96622987547899 }, { "x": 1.65, "y": 0.96930875726093 }, { "x": 1.7, "y": 0.9720788249794 }, { "x": 1.75, "y": 0.97457374318669 }, { "x": 1.8, "y": 0.97682324036756 }, { "x": 1.85, "y": 0.97885359487252 }, { "x": 1.9, "y": 0.98068805879642 }, { "x": 1.95, "y": 0.98234722774289 }, { "x": 2, "y": 0.98384936345849 }, { "x": 2.05, "y": 0.98521067545417 }, { "x": 2.1, "y": 0.98644556695556 }, { "x": 2.15, "y": 0.98756684983531 }, { "x": 2.2, "y": 0.98858593257386 }, { "x": 2.25, "y": 0.98951298476276 }, { "x": 2.3, "y": 0.99035708119972 }, { "x": 2.35, "y": 0.99112632821987 }, { "x": 2.4, "y": 0.99182797455612 }, { "x": 2.45, "y": 0.99246850871642 }, { "x": 2.5, "y": 0.99305374460158 }, { "x": 2.55, "y": 0.99358889685894 }, { "x": 2.6, "y": 0.99407864726902 }, { "x": 2.65, "y": 0.99452720329182 }, { "x": 2.7, "y": 0.99493834975131 }, { "x": 2.75, "y": 0.99531549450884 }, { "x": 2.8, "y": 0.99566170886585 }, { "x": 2.85, "y": 0.99597976334021 }, { "x": 2.9, "y": 0.9962721593782 }, { "x": 2.95, "y": 0.99654115749183 }, { "x": 3, "y": 0.99678880224944 }, { "x": 3.05, "y": 0.99701694449343 }, { "x": 3.1, "y": 0.99722726111186 }, { "x": 3.15, "y": 0.99742127265058 }, { "x": 3.2, "y": 0.99760035901638 }, { "x": 3.25, "y": 0.99776577349159 }, { "x": 3.3, "y": 0.99791865525315 }, { "x": 3.35, "y": 0.99806004056619 }, { "x": 3.4, "y": 0.9981908728014 }, { "x": 3.45, "y": 0.99831201140796 }, { "x": 3.5, "y": 0.9984242399579 }, { "x": 3.55, "y": 0.99852827336438 }, { "x": 3.6, "y": 0.99862476436416 }, { "x": 3.65, "y": 0.99871430934433 }, { "x": 3.7, "y": 0.99879745358386 }, { "x": 3.75, "y": 0.99887469597272 }, { "x": 3.8, "y": 0.99894649326404 }, { "x": 3.85, "y": 0.99901326390858 }, { "x": 3.9, "y": 0.99907539151522 }, { "x": 3.94999999999999, "y": 0.99913322797644 }, { "x": 3.99999999999999, "y": 0.9991870962933 } ] }, { "id": 372, "curve_id": "E9.4", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": -1.07928189964025, "sigma": 0.9030360467223697, "method": "Curve fitting", "mu_sigma_quality": 0.99853043708876477, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.079, σ=0.903, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01827367252321 }, { "x": 0.1, "y": 0.1047929836737 }, { "x": 0.15, "y": 0.20334558338555 }, { "x": 0.2, "y": 0.29772314588091 }, { "x": 0.25, "y": 0.38006956303432 }, { "x": 0.3, "y": 0.4497469388687 }, { "x": 0.35, "y": 0.50934416005161 }, { "x": 0.4, "y": 0.56139555518882 }, { "x": 0.45, "y": 0.60758878818325 }, { "x": 0.5, "y": 0.64892989355842 }, { "x": 0.55, "y": 0.68603423068008 }, { "x": 0.6, "y": 0.71932773079491 }, { "x": 0.65, "y": 0.74915382558792 }, { "x": 0.7, "y": 0.77582110275919 }, { "x": 0.75, "y": 0.79962046246052 }, { "x": 0.8, "y": 0.82082878397947 }, { "x": 0.85, "y": 0.83970773648665 }, { "x": 0.9, "y": 0.85650161525817 }, { "x": 0.95, "y": 0.87143568750168 }, { "x": 1, "y": 0.88471543308438 }, { "x": 1.05, "y": 0.89652661953128 }, { "x": 1.1, "y": 0.90703600910731 }, { "x": 1.15, "y": 0.91639248369313 }, { "x": 1.2, "y": 0.92472840784642 }, { "x": 1.25, "y": 0.93216109548842 }, { "x": 1.3, "y": 0.93879428674364 }, { "x": 1.35, "y": 0.94471957425124 }, { "x": 1.4, "y": 0.95001774259204 }, { "x": 1.45, "y": 0.95476000163923 }, { "x": 1.5, "y": 0.95900910625871 }, { "x": 1.55, "y": 0.96282036232245 }, { "x": 1.6, "y": 0.96624252364142 }, { "x": 1.65, "y": 0.96931858707106 }, { "x": 1.7, "y": 0.97208649434962 }, { "x": 1.75, "y": 0.97457974966376 }, { "x": 1.8, "y": 0.97682796182135 }, { "x": 1.85, "y": 0.97885731947007 }, { "x": 1.9, "y": 0.98069100718157 }, { "x": 1.95, "y": 0.98234956952 }, { "x": 2, "y": 0.98385122949556 }, { "x": 2.05, "y": 0.9852121671039 }, { "x": 2.1, "y": 0.98644676299475 }, { "x": 2.15, "y": 0.98756781170793 }, { "x": 2.2, "y": 0.98858670836791 }, { "x": 2.25, "y": 0.98951361223801 }, { "x": 2.3, "y": 0.99035759010151 }, { "x": 2.35, "y": 0.99112674205354 }, { "x": 2.4, "y": 0.99182831195271 }, { "x": 2.45, "y": 0.99246878448723 }, { "x": 2.5, "y": 0.99305397055535 }, { "x": 2.55, "y": 0.99358908243699 }, { "x": 2.6, "y": 0.99407880004053 }, { "x": 2.65, "y": 0.99452732934131 }, { "x": 2.7, "y": 0.99493845398251 }, { "x": 2.75, "y": 0.99531558088392 }, { "x": 2.8, "y": 0.99566178059406 }, { "x": 2.85, "y": 0.99597982302726 }, { "x": 2.9, "y": 0.99627220914474 }, { "x": 2.95, "y": 0.99654119906768 }, { "x": 3, "y": 0.99678883704882 }, { "x": 3.05, "y": 0.99701697367502 }, { "x": 3.1, "y": 0.99722728562705 }, { "x": 3.15, "y": 0.99742129328214 }, { "x": 3.2, "y": 0.9976003764097 }, { "x": 3.25, "y": 0.99776578817982 }, { "x": 3.3, "y": 0.99791866767759 }, { "x": 3.35, "y": 0.99806005109281 }, { "x": 3.4, "y": 0.99819088173427 }, { "x": 3.45, "y": 0.99831201900017 }, { "x": 3.5, "y": 0.99842424642049 }, { "x": 3.55, "y": 0.99852827887362 }, { "x": 3.6, "y": 0.99862476906755 }, { "x": 3.65, "y": 0.99871431336549 }, { "x": 3.7, "y": 0.99879745702656 }, { "x": 3.75, "y": 0.99887469892423 }, { "x": 3.8, "y": 0.99894649579786 }, { "x": 3.85, "y": 0.99901326608668 }, { "x": 3.9, "y": 0.99907539338998 }, { "x": 3.94999999999999, "y": 0.99913322959215 }, { "x": 3.99999999999999, "y": 0.99918709768749 } ] }, { "id": 373, "curve_id": "L1.1", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Power plant", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": 3.2347491750444912, "sigma": 0.49999999999999994, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.235, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 251, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.916E-11 }, { "x": 2, "y": 1.8556038E-07 }, { "x": 3, "y": 9.67449072E-06 }, { "x": 4, "y": 0.0001091199943 }, { "x": 5, "y": 0.00057576318581 }, { "x": 6, "y": 0.0019509884085 }, { "x": 7, "y": 0.00497333113776 }, { "x": 8, "y": 0.01042705761319 }, { "x": 9, "y": 0.01899098778939 }, { "x": 10, "y": 0.03113781701649 }, { "x": 11, "y": 0.04709401960192 }, { "x": 12, "y": 0.06684800240546 }, { "x": 13, "y": 0.09018777125126 }, { "x": 14, "y": 0.11675149624281 }, { "x": 15, "y": 0.14607932215674 }, { "x": 16, "y": 0.17765963070782 }, { "x": 17, "y": 0.21096665786592 }, { "x": 18, "y": 0.24548878132643 }, { "x": 19, "y": 0.28074816288498 }, { "x": 20, "y": 0.31631307303839 }, { "x": 21, "y": 0.35180441320968 }, { "x": 22, "y": 0.38689788446152 }, { "x": 23, "y": 0.42132306276808 }, { "x": 24, "y": 0.45486041044668 }, { "x": 25, "y": 0.48733702607118 }, { "x": 26, "y": 0.51862173307919 }, { "x": 27, "y": 0.5486199386205 }, { "x": 28, "y": 0.57726855963109 }, { "x": 29, "y": 0.60453120951522 }, { "x": 30, "y": 0.63039376149905 }, { "x": 31, "y": 0.65486034872944 }, { "x": 32, "y": 0.6779498219372 }, { "x": 33, "y": 0.69969265900582 }, { "x": 34, "y": 0.72012830382651 }, { "x": 35, "y": 0.73930290178644 }, { "x": 36, "y": 0.75726739411871 }, { "x": 37, "y": 0.77407593161576 }, { "x": 38, "y": 0.78978456873687 }, { "x": 39, "y": 0.80445020109725 }, { "x": 40, "y": 0.81812971211686 }, { "x": 41, "y": 0.83087929781656 }, { "x": 42, "y": 0.84275394209369 }, { "x": 43, "y": 0.85380701810181 }, { "x": 44, "y": 0.86408999448363 }, { "x": 45, "y": 0.87365222809395 }, { "x": 46, "y": 0.88254082746835 }, { "x": 47, "y": 0.89080057363183 }, { "x": 48, "y": 0.89847388690661 }, { "x": 49, "y": 0.90560083018251 }, { "x": 50, "y": 0.91221914067764 }, { "x": 51, "y": 0.91836428356378 }, { "x": 52, "y": 0.92406952198277 }, { "x": 53, "y": 0.92936599896019 }, { "x": 54, "y": 0.93428282755219 }, { "x": 55, "y": 0.93884718626027 }, { "x": 56, "y": 0.94308441733458 }, { "x": 57, "y": 0.94701812607589 }, { "x": 58, "y": 0.95067027965263 }, { "x": 59, "y": 0.95406130428619 }, { "x": 60, "y": 0.95721017993414 }, { "x": 61, "y": 0.96013453182844 }, { "x": 62, "y": 0.96285071840968 }, { "x": 63, "y": 0.96537391534863 }, { "x": 64, "y": 0.96771819546564 }, { "x": 65, "y": 0.96989660445454 }, { "x": 66, "y": 0.97192123239272 }, { "x": 67, "y": 0.97380328107771 }, { "x": 68, "y": 0.97555312727541 }, { "x": 69, "y": 0.97718038199875 }, { "x": 70, "y": 0.97869394595991 }, { "x": 71, "y": 0.98010206135638 }, { "x": 72, "y": 0.98141236016212 }, { "x": 73, "y": 0.98263190910148 }, { "x": 74, "y": 0.98376725148597 }, { "x": 75, "y": 0.98482444609382 }, { "x": 76, "y": 0.98580910326932 }, { "x": 77, "y": 0.98672641841483 }, { "x": 78, "y": 0.98758120304256 }, { "x": 79, "y": 0.98837791354679 }, { "x": 80, "y": 0.98912067784993 }, { "x": 81, "y": 0.98981332006841 }, { "x": 82, "y": 0.99045938333658 }, { "x": 83, "y": 0.99106215091911 }, { "x": 84, "y": 0.99162466573463 }, { "x": 85, "y": 0.99214974840587 }, { "x": 86, "y": 0.99264001394405 }, { "x": 87, "y": 0.99309788716854 }, { "x": 88, "y": 0.99352561695573 }, { "x": 89, "y": 0.9939252894047 }, { "x": 90, "y": 0.99429884000133 }, { "x": 91, "y": 0.99464806485644 }, { "x": 92, "y": 0.99497463108835 }, { "x": 93, "y": 0.9952800864149 }, { "x": 94, "y": 0.99556586801552 }, { "x": 95, "y": 0.99583331071904 }, { "x": 96, "y": 0.9960836545691 }, { "x": 97, "y": 0.99631805181494 }, { "x": 98, "y": 0.99653757337181 }, { "x": 99, "y": 0.99674321479179 }, { "x": 100, "y": 0.9969359017828 }, { "x": 101, "y": 0.99711649531058 }, { "x": 102, "y": 0.99728579631581 }, { "x": 103, "y": 0.997444550076 }, { "x": 104, "y": 0.9975934502395 }, { "x": 105, "y": 0.99773314255695 }, { "x": 106, "y": 0.99786422833333 }, { "x": 107, "y": 0.99798726762215 }, { "x": 108, "y": 0.99810278218156 }, { "x": 109, "y": 0.99821125821063 }, { "x": 110, "y": 0.99831314888259 }, { "x": 111, "y": 0.99840887669066 }, { "x": 112, "y": 0.99849883562061 }, { "x": 113, "y": 0.99858339316338 }, { "x": 114, "y": 0.99866289217988 }, { "x": 115, "y": 0.99873765262918 }, { "x": 116, "y": 0.99880797317045 }, { "x": 117, "y": 0.99887413264815 }, { "x": 118, "y": 0.9989363914694 }, { "x": 119, "y": 0.99899499288143 }, { "x": 120, "y": 0.99905016415684 }, { "x": 121, "y": 0.99910211769347 }, { "x": 122, "y": 0.99915105203515 }, { "x": 123, "y": 0.99919715281952 }, { "x": 124, "y": 0.999240593658 }, { "x": 125, "y": 0.99928153695319 }, { "x": 126, "y": 0.99932013465825 }, { "x": 127, "y": 0.99935652898251 }, { "x": 128, "y": 0.99939085304727 }, { "x": 129, "y": 0.99942323149553 }, { "x": 130, "y": 0.99945378105891 }, { "x": 131, "y": 0.99948261108492 }, { "x": 132, "y": 0.99950982402755 }, { "x": 133, "y": 0.9995355159037 }, { "x": 134, "y": 0.99955977671801 }, { "x": 135, "y": 0.99958269085839 }, { "x": 136, "y": 0.99960433746427 }, { "x": 137, "y": 0.99962479076959 }, { "x": 138, "y": 0.99964412042237 }, { "x": 139, "y": 0.99966239178245 }, { "x": 140, "y": 0.99967966619897 }, { "x": 141, "y": 0.99969600126907 }, { "x": 142, "y": 0.99971145107913 }, { "x": 143, "y": 0.99972606642973 }, { "x": 144, "y": 0.99973989504555 }, { "x": 145, "y": 0.99975298177115 }, { "x": 146, "y": 0.99976536875379 }, { "x": 147, "y": 0.99977709561398 }, { "x": 148, "y": 0.99978819960485 }, { "x": 149, "y": 0.99979871576087 }, { "x": 150, "y": 0.99980867703686 }, { "x": 151, "y": 0.99981811443782 }, { "x": 152, "y": 0.99982705714029 }, { "x": 153, "y": 0.99983553260576 }, { "x": 154, "y": 0.99984356668676 }, { "x": 155, "y": 0.999851183726 }, { "x": 156, "y": 0.99985840664917 }, { "x": 157, "y": 0.9998652570517 }, { "x": 158, "y": 0.99987175527997 }, { "x": 159, "y": 0.99987792050735 }, { "x": 160, "y": 0.99988377080534 }, { "x": 161, "y": 0.99988932321022 }, { "x": 162, "y": 0.99989459378542 }, { "x": 163, "y": 0.99989959768002 }, { "x": 164, "y": 0.9999043491835 }, { "x": 165, "y": 0.99990886177706 }, { "x": 166, "y": 0.99991314818177 }, { "x": 167, "y": 0.99991722040365 }, { "x": 168, "y": 0.99992108977597 }, { "x": 169, "y": 0.99992476699895 }, { "x": 170, "y": 0.99992826217696 }, { "x": 171, "y": 0.99993158485342 }, { "x": 172, "y": 0.99993474404362 }, { "x": 173, "y": 0.99993774826547 }, { "x": 174, "y": 0.99994060556836 }, { "x": 175, "y": 0.99994332356031 }, { "x": 176, "y": 0.99994590943344 }, { "x": 177, "y": 0.99994836998788 }, { "x": 178, "y": 0.9999507116543 }, { "x": 179, "y": 0.999952940515 }, { "x": 180, "y": 0.99995506232379 }, { "x": 181, "y": 0.99995708252468 }, { "x": 182, "y": 0.99995900626942 }, { "x": 183, "y": 0.999960838434 }, { "x": 184, "y": 0.99996258363424 }, { "x": 185, "y": 0.99996424624034 }, { "x": 186, "y": 0.99996583039071 }, { "x": 187, "y": 0.99996734000482 }, { "x": 188, "y": 0.9999687787955 }, { "x": 189, "y": 0.9999701502803 }, { "x": 190, "y": 0.9999714577924 }, { "x": 191, "y": 0.9999727044907 }, { "x": 192, "y": 0.99997389336948 }, { "x": 193, "y": 0.99997502726737 }, { "x": 194, "y": 0.99997610887592 }, { "x": 195, "y": 0.9999771407476 }, { "x": 196, "y": 0.99997812530335 }, { "x": 197, "y": 0.99997906483974 }, { "x": 198, "y": 0.99997996153569 }, { "x": 199, "y": 0.99998081745879 }, { "x": 200, "y": 0.99998163457132 }, { "x": 201, "y": 0.9999824147359 }, { "x": 202, "y": 0.99998315972076 }, { "x": 203, "y": 0.99998387120487 }, { "x": 204, "y": 0.99998455078258 }, { "x": 205, "y": 0.99998519996819 }, { "x": 206, "y": 0.99998582020014 }, { "x": 207, "y": 0.99998641284502 }, { "x": 208, "y": 0.99998697920135 }, { "x": 209, "y": 0.99998752050313 }, { "x": 210, "y": 0.99998803792327 }, { "x": 211, "y": 0.99998853257669 }, { "x": 212, "y": 0.9999890055234 }, { "x": 213, "y": 0.99998945777134 }, { "x": 214, "y": 0.99998989027905 }, { "x": 215, "y": 0.99999030395822 }, { "x": 216, "y": 0.99999069967612 }, { "x": 217, "y": 0.99999107825787 }, { "x": 218, "y": 0.99999144048858 }, { "x": 219, "y": 0.99999178711542 }, { "x": 220, "y": 0.99999211884953 }, { "x": 221, "y": 0.99999243636784 }, { "x": 222, "y": 0.99999274031483 }, { "x": 223, "y": 0.99999303130416 }, { "x": 224, "y": 0.99999330992018 }, { "x": 225, "y": 0.99999357671947 }, { "x": 226, "y": 0.99999383223219 }, { "x": 227, "y": 0.99999407696339 }, { "x": 228, "y": 0.9999943113943 }, { "x": 229, "y": 0.99999453598345 }, { "x": 230, "y": 0.99999475116789 }, { "x": 231, "y": 0.99999495736416 }, { "x": 232, "y": 0.99999515496934 }, { "x": 233, "y": 0.99999534436201 }, { "x": 234, "y": 0.99999552590315 }, { "x": 235, "y": 0.99999569993701 }, { "x": 236, "y": 0.99999586679191 }, { "x": 237, "y": 0.99999602678104 }, { "x": 238, "y": 0.99999618020314 }, { "x": 239, "y": 0.99999632734328 }, { "x": 240, "y": 0.99999646847346 }, { "x": 241, "y": 0.99999660385326 }, { "x": 242, "y": 0.99999673373044 }, { "x": 243, "y": 0.99999685834148 }, { "x": 244, "y": 0.99999697791218 }, { "x": 245, "y": 0.99999709265808 }, { "x": 246, "y": 0.99999720278504 }, { "x": 247, "y": 0.99999730848965 }, { "x": 248, "y": 0.99999740995965 }, { "x": 249, "y": 0.9999975073744 }, { "x": 250, "y": 0.99999760090525 } ] }, { "id": 374, "curve_id": "L12.1", "sector": "Telecommunications", "ci_type": "Others", "ci_desc": "Central offices and broadcasting stations", "ci_detail": "N/A", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": 3.2347491748621895, "sigma": 0.50000000065576622, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.235, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.916E-11 }, { "x": 2, "y": 1.8556038E-07 }, { "x": 3, "y": 9.67449072E-06 }, { "x": 4, "y": 0.0001091199943 }, { "x": 5, "y": 0.00057576318581 }, { "x": 6, "y": 0.0019509884085 }, { "x": 7, "y": 0.00497333113776 }, { "x": 8, "y": 0.01042705761319 }, { "x": 9, "y": 0.01899098778939 }, { "x": 10, "y": 0.03113781701649 }, { "x": 11, "y": 0.04709401960192 }, { "x": 12, "y": 0.06684800240546 }, { "x": 13, "y": 0.09018777125126 }, { "x": 14, "y": 0.11675149624281 }, { "x": 15, "y": 0.14607932215674 }, { "x": 16, "y": 0.17765963070782 }, { "x": 17, "y": 0.21096665786592 }, { "x": 18, "y": 0.24548878132643 }, { "x": 19, "y": 0.28074816288498 }, { "x": 20, "y": 0.31631307303839 }, { "x": 21, "y": 0.35180441320968 }, { "x": 22, "y": 0.38689788446152 }, { "x": 23, "y": 0.42132306276808 }, { "x": 24, "y": 0.45486041044668 }, { "x": 25, "y": 0.48733702607118 }, { "x": 26, "y": 0.51862173307919 }, { "x": 27, "y": 0.5486199386205 }, { "x": 28, "y": 0.57726855963109 }, { "x": 29, "y": 0.60453120951522 }, { "x": 30, "y": 0.63039376149905 }, { "x": 31, "y": 0.65486034872944 }, { "x": 32, "y": 0.6779498219372 }, { "x": 33, "y": 0.69969265900582 }, { "x": 34, "y": 0.72012830382651 }, { "x": 35, "y": 0.73930290178644 }, { "x": 36, "y": 0.75726739411871 }, { "x": 37, "y": 0.77407593161576 }, { "x": 38, "y": 0.78978456873687 }, { "x": 39, "y": 0.80445020109725 }, { "x": 40, "y": 0.81812971211686 }, { "x": 41, "y": 0.83087929781656 }, { "x": 42, "y": 0.84275394209369 }, { "x": 43, "y": 0.85380701810181 }, { "x": 44, "y": 0.86408999448363 }, { "x": 45, "y": 0.87365222809395 }, { "x": 46, "y": 0.88254082746835 }, { "x": 47, "y": 0.89080057363183 }, { "x": 48, "y": 0.89847388690661 }, { "x": 49, "y": 0.90560083018251 }, { "x": 50, "y": 0.91221914067764 }, { "x": 51, "y": 0.91836428356378 }, { "x": 52, "y": 0.92406952198277 }, { "x": 53, "y": 0.92936599896019 }, { "x": 54, "y": 0.93428282755219 }, { "x": 55, "y": 0.93884718626027 }, { "x": 56, "y": 0.94308441733458 }, { "x": 57, "y": 0.94701812607589 }, { "x": 58, "y": 0.95067027965263 }, { "x": 59, "y": 0.95406130428619 }, { "x": 60, "y": 0.95721017993414 }, { "x": 61, "y": 0.96013453182844 }, { "x": 62, "y": 0.96285071840968 }, { "x": 63, "y": 0.96537391534863 }, { "x": 64, "y": 0.96771819546564 }, { "x": 65, "y": 0.96989660445454 }, { "x": 66, "y": 0.97192123239272 }, { "x": 67, "y": 0.97380328107771 }, { "x": 68, "y": 0.97555312727541 }, { "x": 69, "y": 0.97718038199875 }, { "x": 70, "y": 0.97869394595991 }, { "x": 71, "y": 0.98010206135638 }, { "x": 72, "y": 0.98141236016212 }, { "x": 73, "y": 0.98263190910148 }, { "x": 74, "y": 0.98376725148597 }, { "x": 75, "y": 0.98482444609382 }, { "x": 76, "y": 0.98580910326932 }, { "x": 77, "y": 0.98672641841483 }, { "x": 78, "y": 0.98758120304256 }, { "x": 79, "y": 0.98837791354679 }, { "x": 80, "y": 0.98912067784993 }, { "x": 81, "y": 0.98981332006841 }, { "x": 82, "y": 0.99045938333658 }, { "x": 83, "y": 0.99106215091911 }, { "x": 84, "y": 0.99162466573463 }, { "x": 85, "y": 0.99214974840587 }, { "x": 86, "y": 0.99264001394405 }, { "x": 87, "y": 0.99309788716854 }, { "x": 88, "y": 0.99352561695573 }, { "x": 89, "y": 0.9939252894047 }, { "x": 90, "y": 0.99429884000133 }, { "x": 91, "y": 0.99464806485644 }, { "x": 92, "y": 0.99497463108835 }, { "x": 93, "y": 0.9952800864149 }, { "x": 94, "y": 0.99556586801552 }, { "x": 95, "y": 0.99583331071904 }, { "x": 96, "y": 0.9960836545691 }, { "x": 97, "y": 0.99631805181494 }, { "x": 98, "y": 0.99653757337181 }, { "x": 99, "y": 0.99674321479179 }, { "x": 100, "y": 0.9969359017828 }, { "x": 101, "y": 0.99711649531058 }, { "x": 102, "y": 0.99728579631581 }, { "x": 103, "y": 0.997444550076 }, { "x": 104, "y": 0.9975934502395 }, { "x": 105, "y": 0.99773314255695 }, { "x": 106, "y": 0.99786422833333 }, { "x": 107, "y": 0.99798726762215 }, { "x": 108, "y": 0.99810278218156 }, { "x": 109, "y": 0.99821125821063 }, { "x": 110, "y": 0.99831314888259 }, { "x": 111, "y": 0.99840887669066 }, { "x": 112, "y": 0.99849883562061 }, { "x": 113, "y": 0.99858339316338 }, { "x": 114, "y": 0.99866289217988 }, { "x": 115, "y": 0.99873765262918 }, { "x": 116, "y": 0.99880797317045 }, { "x": 117, "y": 0.99887413264815 }, { "x": 118, "y": 0.9989363914694 }, { "x": 119, "y": 0.99899499288143 }, { "x": 120, "y": 0.99905016415684 }, { "x": 121, "y": 0.99910211769347 }, { "x": 122, "y": 0.99915105203515 }, { "x": 123, "y": 0.99919715281952 }, { "x": 124, "y": 0.999240593658 }, { "x": 125, "y": 0.99928153695319 } ] }, { "id": 375, "curve_id": "L13.1", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Above ground tanks", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": 3.2347491750444912, "sigma": 0.49999999999999994, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.235, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 251, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.916E-11 }, { "x": 2, "y": 1.8556038E-07 }, { "x": 3, "y": 9.67449072E-06 }, { "x": 4, "y": 0.0001091199943 }, { "x": 5, "y": 0.00057576318581 }, { "x": 6, "y": 0.0019509884085 }, { "x": 7, "y": 0.00497333113776 }, { "x": 8, "y": 0.01042705761319 }, { "x": 9, "y": 0.01899098778939 }, { "x": 10, "y": 0.03113781701649 }, { "x": 11, "y": 0.04709401960192 }, { "x": 12, "y": 0.06684800240546 }, { "x": 13, "y": 0.09018777125126 }, { "x": 14, "y": 0.11675149624281 }, { "x": 15, "y": 0.14607932215674 }, { "x": 16, "y": 0.17765963070782 }, { "x": 17, "y": 0.21096665786592 }, { "x": 18, "y": 0.24548878132643 }, { "x": 19, "y": 0.28074816288498 }, { "x": 20, "y": 0.31631307303839 }, { "x": 21, "y": 0.35180441320968 }, { "x": 22, "y": 0.38689788446152 }, { "x": 23, "y": 0.42132306276808 }, { "x": 24, "y": 0.45486041044668 }, { "x": 25, "y": 0.48733702607118 }, { "x": 26, "y": 0.51862173307919 }, { "x": 27, "y": 0.5486199386205 }, { "x": 28, "y": 0.57726855963109 }, { "x": 29, "y": 0.60453120951522 }, { "x": 30, "y": 0.63039376149905 }, { "x": 31, "y": 0.65486034872944 }, { "x": 32, "y": 0.6779498219372 }, { "x": 33, "y": 0.69969265900582 }, { "x": 34, "y": 0.72012830382651 }, { "x": 35, "y": 0.73930290178644 }, { "x": 36, "y": 0.75726739411871 }, { "x": 37, "y": 0.77407593161576 }, { "x": 38, "y": 0.78978456873687 }, { "x": 39, "y": 0.80445020109725 }, { "x": 40, "y": 0.81812971211686 }, { "x": 41, "y": 0.83087929781656 }, { "x": 42, "y": 0.84275394209369 }, { "x": 43, "y": 0.85380701810181 }, { "x": 44, "y": 0.86408999448363 }, { "x": 45, "y": 0.87365222809395 }, { "x": 46, "y": 0.88254082746835 }, { "x": 47, "y": 0.89080057363183 }, { "x": 48, "y": 0.89847388690661 }, { "x": 49, "y": 0.90560083018251 }, { "x": 50, "y": 0.91221914067764 }, { "x": 51, "y": 0.91836428356378 }, { "x": 52, "y": 0.92406952198277 }, { "x": 53, "y": 0.92936599896019 }, { "x": 54, "y": 0.93428282755219 }, { "x": 55, "y": 0.93884718626027 }, { "x": 56, "y": 0.94308441733458 }, { "x": 57, "y": 0.94701812607589 }, { "x": 58, "y": 0.95067027965263 }, { "x": 59, "y": 0.95406130428619 }, { "x": 60, "y": 0.95721017993414 }, { "x": 61, "y": 0.96013453182844 }, { "x": 62, "y": 0.96285071840968 }, { "x": 63, "y": 0.96537391534863 }, { "x": 64, "y": 0.96771819546564 }, { "x": 65, "y": 0.96989660445454 }, { "x": 66, "y": 0.97192123239272 }, { "x": 67, "y": 0.97380328107771 }, { "x": 68, "y": 0.97555312727541 }, { "x": 69, "y": 0.97718038199875 }, { "x": 70, "y": 0.97869394595991 }, { "x": 71, "y": 0.98010206135638 }, { "x": 72, "y": 0.98141236016212 }, { "x": 73, "y": 0.98263190910148 }, { "x": 74, "y": 0.98376725148597 }, { "x": 75, "y": 0.98482444609382 }, { "x": 76, "y": 0.98580910326932 }, { "x": 77, "y": 0.98672641841483 }, { "x": 78, "y": 0.98758120304256 }, { "x": 79, "y": 0.98837791354679 }, { "x": 80, "y": 0.98912067784993 }, { "x": 81, "y": 0.98981332006841 }, { "x": 82, "y": 0.99045938333658 }, { "x": 83, "y": 0.99106215091911 }, { "x": 84, "y": 0.99162466573463 }, { "x": 85, "y": 0.99214974840587 }, { "x": 86, "y": 0.99264001394405 }, { "x": 87, "y": 0.99309788716854 }, { "x": 88, "y": 0.99352561695573 }, { "x": 89, "y": 0.9939252894047 }, { "x": 90, "y": 0.99429884000133 }, { "x": 91, "y": 0.99464806485644 }, { "x": 92, "y": 0.99497463108835 }, { "x": 93, "y": 0.9952800864149 }, { "x": 94, "y": 0.99556586801552 }, { "x": 95, "y": 0.99583331071904 }, { "x": 96, "y": 0.9960836545691 }, { "x": 97, "y": 0.99631805181494 }, { "x": 98, "y": 0.99653757337181 }, { "x": 99, "y": 0.99674321479179 }, { "x": 100, "y": 0.9969359017828 }, { "x": 101, "y": 0.99711649531058 }, { "x": 102, "y": 0.99728579631581 }, { "x": 103, "y": 0.997444550076 }, { "x": 104, "y": 0.9975934502395 }, { "x": 105, "y": 0.99773314255695 }, { "x": 106, "y": 0.99786422833333 }, { "x": 107, "y": 0.99798726762215 }, { "x": 108, "y": 0.99810278218156 }, { "x": 109, "y": 0.99821125821063 }, { "x": 110, "y": 0.99831314888259 }, { "x": 111, "y": 0.99840887669066 }, { "x": 112, "y": 0.99849883562061 }, { "x": 113, "y": 0.99858339316338 }, { "x": 114, "y": 0.99866289217988 }, { "x": 115, "y": 0.99873765262918 }, { "x": 116, "y": 0.99880797317045 }, { "x": 117, "y": 0.99887413264815 }, { "x": 118, "y": 0.9989363914694 }, { "x": 119, "y": 0.99899499288143 }, { "x": 120, "y": 0.99905016415684 }, { "x": 121, "y": 0.99910211769347 }, { "x": 122, "y": 0.99915105203515 }, { "x": 123, "y": 0.99919715281952 }, { "x": 124, "y": 0.999240593658 }, { "x": 125, "y": 0.99928153695319 }, { "x": 126, "y": 0.99932013465825 }, { "x": 127, "y": 0.99935652898251 }, { "x": 128, "y": 0.99939085304727 }, { "x": 129, "y": 0.99942323149553 }, { "x": 130, "y": 0.99945378105891 }, { "x": 131, "y": 0.99948261108492 }, { "x": 132, "y": 0.99950982402755 }, { "x": 133, "y": 0.9995355159037 }, { "x": 134, "y": 0.99955977671801 }, { "x": 135, "y": 0.99958269085839 }, { "x": 136, "y": 0.99960433746427 }, { "x": 137, "y": 0.99962479076959 }, { "x": 138, "y": 0.99964412042237 }, { "x": 139, "y": 0.99966239178245 }, { "x": 140, "y": 0.99967966619897 }, { "x": 141, "y": 0.99969600126907 }, { "x": 142, "y": 0.99971145107913 }, { "x": 143, "y": 0.99972606642973 }, { "x": 144, "y": 0.99973989504555 }, { "x": 145, "y": 0.99975298177115 }, { "x": 146, "y": 0.99976536875379 }, { "x": 147, "y": 0.99977709561398 }, { "x": 148, "y": 0.99978819960485 }, { "x": 149, "y": 0.99979871576087 }, { "x": 150, "y": 0.99980867703686 }, { "x": 151, "y": 0.99981811443782 }, { "x": 152, "y": 0.99982705714029 }, { "x": 153, "y": 0.99983553260576 }, { "x": 154, "y": 0.99984356668676 }, { "x": 155, "y": 0.999851183726 }, { "x": 156, "y": 0.99985840664917 }, { "x": 157, "y": 0.9998652570517 }, { "x": 158, "y": 0.99987175527997 }, { "x": 159, "y": 0.99987792050735 }, { "x": 160, "y": 0.99988377080534 }, { "x": 161, "y": 0.99988932321022 }, { "x": 162, "y": 0.99989459378542 }, { "x": 163, "y": 0.99989959768002 }, { "x": 164, "y": 0.9999043491835 }, { "x": 165, "y": 0.99990886177706 }, { "x": 166, "y": 0.99991314818177 }, { "x": 167, "y": 0.99991722040365 }, { "x": 168, "y": 0.99992108977597 }, { "x": 169, "y": 0.99992476699895 }, { "x": 170, "y": 0.99992826217696 }, { "x": 171, "y": 0.99993158485342 }, { "x": 172, "y": 0.99993474404362 }, { "x": 173, "y": 0.99993774826547 }, { "x": 174, "y": 0.99994060556836 }, { "x": 175, "y": 0.99994332356031 }, { "x": 176, "y": 0.99994590943344 }, { "x": 177, "y": 0.99994836998788 }, { "x": 178, "y": 0.9999507116543 }, { "x": 179, "y": 0.999952940515 }, { "x": 180, "y": 0.99995506232379 }, { "x": 181, "y": 0.99995708252468 }, { "x": 182, "y": 0.99995900626942 }, { "x": 183, "y": 0.999960838434 }, { "x": 184, "y": 0.99996258363424 }, { "x": 185, "y": 0.99996424624034 }, { "x": 186, "y": 0.99996583039071 }, { "x": 187, "y": 0.99996734000482 }, { "x": 188, "y": 0.9999687787955 }, { "x": 189, "y": 0.9999701502803 }, { "x": 190, "y": 0.9999714577924 }, { "x": 191, "y": 0.9999727044907 }, { "x": 192, "y": 0.99997389336948 }, { "x": 193, "y": 0.99997502726737 }, { "x": 194, "y": 0.99997610887592 }, { "x": 195, "y": 0.9999771407476 }, { "x": 196, "y": 0.99997812530335 }, { "x": 197, "y": 0.99997906483974 }, { "x": 198, "y": 0.99997996153569 }, { "x": 199, "y": 0.99998081745879 }, { "x": 200, "y": 0.99998163457132 }, { "x": 201, "y": 0.9999824147359 }, { "x": 202, "y": 0.99998315972076 }, { "x": 203, "y": 0.99998387120487 }, { "x": 204, "y": 0.99998455078258 }, { "x": 205, "y": 0.99998519996819 }, { "x": 206, "y": 0.99998582020014 }, { "x": 207, "y": 0.99998641284502 }, { "x": 208, "y": 0.99998697920135 }, { "x": 209, "y": 0.99998752050313 }, { "x": 210, "y": 0.99998803792327 }, { "x": 211, "y": 0.99998853257669 }, { "x": 212, "y": 0.9999890055234 }, { "x": 213, "y": 0.99998945777134 }, { "x": 214, "y": 0.99998989027905 }, { "x": 215, "y": 0.99999030395822 }, { "x": 216, "y": 0.99999069967612 }, { "x": 217, "y": 0.99999107825787 }, { "x": 218, "y": 0.99999144048858 }, { "x": 219, "y": 0.99999178711542 }, { "x": 220, "y": 0.99999211884953 }, { "x": 221, "y": 0.99999243636784 }, { "x": 222, "y": 0.99999274031483 }, { "x": 223, "y": 0.99999303130416 }, { "x": 224, "y": 0.99999330992018 }, { "x": 225, "y": 0.99999357671947 }, { "x": 226, "y": 0.99999383223219 }, { "x": 227, "y": 0.99999407696339 }, { "x": 228, "y": 0.9999943113943 }, { "x": 229, "y": 0.99999453598345 }, { "x": 230, "y": 0.99999475116789 }, { "x": 231, "y": 0.99999495736416 }, { "x": 232, "y": 0.99999515496934 }, { "x": 233, "y": 0.99999534436201 }, { "x": 234, "y": 0.99999552590315 }, { "x": 235, "y": 0.99999569993701 }, { "x": 236, "y": 0.99999586679191 }, { "x": 237, "y": 0.99999602678104 }, { "x": 238, "y": 0.99999618020314 }, { "x": 239, "y": 0.99999632734328 }, { "x": 240, "y": 0.99999646847346 }, { "x": 241, "y": 0.99999660385326 }, { "x": 242, "y": 0.99999673373044 }, { "x": 243, "y": 0.99999685834148 }, { "x": 244, "y": 0.99999697791218 }, { "x": 245, "y": 0.99999709265808 }, { "x": 246, "y": 0.99999720278504 }, { "x": 247, "y": 0.99999730848965 }, { "x": 248, "y": 0.99999740995965 }, { "x": 249, "y": 0.9999975073744 }, { "x": 250, "y": 0.99999760090525 } ] }, { "id": 376, "curve_id": "L13.12", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Buried concrete tank", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": 2.7447098227705289, "sigma": 0.7434678673345454, "method": "Curve fitting", "mu_sigma_quality": 0.9983181946556734, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.745, σ=0.743, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Displacement", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 8.6806876338067E-05 }, { "x": 2, "y": 0.004815326 }, { "x": 3, "y": 0.023775774 }, { "x": 4, "y": 0.055466595 }, { "x": 5, "y": 0.093661313 }, { "x": 6, "y": 0.13413400266353 }, { "x": 7, "y": 0.174859253161466 }, { "x": 8, "y": 0.214999568647204 }, { "x": 9, "y": 0.254242709978351 }, { "x": 10, "y": 0.292484465 }, { "x": 11, "y": 0.329690413196995 }, { "x": 12, "y": 0.36583926 }, { "x": 13, "y": 0.400902852556133 }, { "x": 14, "y": 0.434842655501533 }, { "x": 15, "y": 0.467613062903055 }, { "x": 16, "y": 0.499166818490561 }, { "x": 17, "y": 0.529460242989798 }, { "x": 18, "y": 0.558457299 }, { "x": 19, "y": 0.586132233157071 }, { "x": 20, "y": 0.612470896919991 }, { "x": 21, "y": 0.637470995327077 }, { "x": 22, "y": 0.661141554901061 }, { "x": 23, "y": 0.683501875786282 }, { "x": 24, "y": 0.704580188814359 }, { "x": 25, "y": 0.724412185578552 }, { "x": 26, "y": 0.743039541625556 }, { "x": 27, "y": 0.76050851274155 }, { "x": 28, "y": 0.776868652951986 }, { "x": 29, "y": 0.79217168 }, { "x": 30, "y": 0.806470494501107 }, { "x": 31, "y": 0.819818358950586 }, { "x": 32, "y": 0.832268213828676 }, { "x": 33, "y": 0.843872131597034 }, { "x": 34, "y": 0.854680886 }, { "x": 35, "y": 0.864743620811481 }, { "x": 36, "y": 0.874107612886291 }, { "x": 37, "y": 0.882818098983231 }, { "x": 38, "y": 0.890918170619648 }, { "x": 39, "y": 0.898448715841498 }, { "x": 40, "y": 0.905448401612868 }, { "x": 41, "y": 0.911953688059001 }, { "x": 42, "y": 0.917998867527839 }, { "x": 43, "y": 0.923616122562549 }, { "x": 44, "y": 0.928835597873907 }, { "x": 45, "y": 0.933685482269096 }, { "x": 46, "y": 0.938192097 }, { "x": 47, "y": 0.942379989552459 }, { "x": 48, "y": 0.94627202570726 }, { "x": 49, "y": 0.949889486609706 }, { "x": 50, "y": 0.953252161139052 }, { "x": 51, "y": 0.956378437634301 }, { "x": 52, "y": 0.959285392558491 }, { "x": 53, "y": 0.961988876 }, { "x": 54, "y": 0.964503592335912 }, { "x": 55, "y": 0.966843179766825 }, { "x": 56, "y": 0.969020282 }, { "x": 57, "y": 0.971046619 }, { "x": 58, "y": 0.972933051191141 }, { "x": 59, "y": 0.974689642552144 }, { "x": 60, "y": 0.976325716656596 }, { "x": 61, "y": 0.977849911139712 }, { "x": 62, "y": 0.979270227755887 }, { "x": 63, "y": 0.980594079143877 }, { "x": 64, "y": 0.981828332346113 }, { "x": 65, "y": 0.982979349261432 }, { "x": 66, "y": 0.984053024210153 }, { "x": 67, "y": 0.985054818787713 }, { "x": 68, "y": 0.985989794 }, { "x": 69, "y": 0.986862641096135 }, { "x": 70, "y": 0.987677707508116 }, { "x": 71, "y": 0.988439024298564 }, { "x": 72, "y": 0.989150329011087 }, { "x": 73, "y": 0.989815088 }, { "x": 74, "y": 0.990436515781535 }, { "x": 75, "y": 0.991017595714024 }, { "x": 76, "y": 0.99156109543903 }, { "x": 77, "y": 0.99206958386964 }, { "x": 78, "y": 0.992545445815777 }, { "x": 79, "y": 0.992990895674239 }, { "x": 80, "y": 0.993407990077733 }, { "x": 81, "y": 0.993798639581954 }, { "x": 82, "y": 0.994164619464056 }, { "x": 83, "y": 0.994507579700464 }, { "x": 84, "y": 0.99482905418697 }, { "x": 85, "y": 0.995130469259308 }, { "x": 86, "y": 0.995413151568061 }, { "x": 87, "y": 0.99567833535763 }, { "x": 88, "y": 0.99592716919522 }, { "x": 89, "y": 0.996160722192258 }, { "x": 90, "y": 0.996379989757409 }, { "x": 91, "y": 0.996585898917299 }, { "x": 92, "y": 0.996779313238286 }, { "x": 93, "y": 0.996961037380005 }, { "x": 94, "y": 0.99713182130903 }, { "x": 95, "y": 0.997292364198784 }, { "x": 96, "y": 0.997443318039788 }, { "x": 97, "y": 0.997585290982459 }, { "x": 98, "y": 0.997718850432927 }, { "x": 99, "y": 0.997844525920747 }, { "x": 100, "y": 0.997962812 }, { "x": 101, "y": 0.99807416949114 }, { "x": 102, "y": 0.998179030204421 }, { "x": 103, "y": 0.998277797 }, { "x": 104, "y": 0.998370845046564 }, { "x": 105, "y": 0.998458527246455 }, { "x": 106, "y": 0.998541172075939 }, { "x": 107, "y": 0.998619087077119 }, { "x": 108, "y": 0.998692559928148 }, { "x": 109, "y": 0.99876186 }, { "x": 110, "y": 0.998827239 }, { "x": 111, "y": 0.998888932107958 }, { "x": 112, "y": 0.998947161175382 }, { "x": 113, "y": 0.999002132587453 }, { "x": 114, "y": 0.999054040079772 }, { "x": 115, "y": 0.999103065191261 }, { "x": 116, "y": 0.999149378073571 }, { "x": 117, "y": 0.999193138 }, { "x": 118, "y": 0.999234495286869 }, { "x": 119, "y": 0.999273589504571 }, { "x": 120, "y": 0.999310552526108 }, { "x": 121, "y": 0.999345508 }, { "x": 122, "y": 0.999378571 }, { "x": 123, "y": 0.999409852202858 }, { "x": 124, "y": 0.999439452251561 }, { "x": 125, "y": 0.999467467636266 } ] }, { "id": 377, "curve_id": "L18.1", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Wastewater treatment plant", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": 3.2347491748621895, "sigma": 0.50000000065576622, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.235, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.91644021072631E-11 }, { "x": 2, "y": 1.85560378582511E-07 }, { "x": 3, "y": 9.6744907191745E-06 }, { "x": 4, "y": 0.00010912 }, { "x": 5, "y": 0.000575763 }, { "x": 6, "y": 0.001950988 }, { "x": 7, "y": 0.004973331 }, { "x": 8, "y": 0.0104270576131918 }, { "x": 9, "y": 0.0189909877893925 }, { "x": 10, "y": 0.0311378170164865 }, { "x": 11, "y": 0.04709402 }, { "x": 12, "y": 0.066848002 }, { "x": 13, "y": 0.090187771 }, { "x": 14, "y": 0.116751496242813 }, { "x": 15, "y": 0.146079322156735 }, { "x": 16, "y": 0.177659630707824 }, { "x": 17, "y": 0.210966657865917 }, { "x": 18, "y": 0.24548878132643 }, { "x": 19, "y": 0.280748162884982 }, { "x": 20, "y": 0.316313073038387 }, { "x": 21, "y": 0.351804413209675 }, { "x": 22, "y": 0.386897884 }, { "x": 23, "y": 0.421323062768082 }, { "x": 24, "y": 0.454860410446684 }, { "x": 25, "y": 0.487337026071182 }, { "x": 26, "y": 0.518621733 }, { "x": 27, "y": 0.548619938620501 }, { "x": 28, "y": 0.577268559631089 }, { "x": 29, "y": 0.604531209515216 }, { "x": 30, "y": 0.630393761499046 }, { "x": 31, "y": 0.654860349 }, { "x": 32, "y": 0.6779498219372 }, { "x": 33, "y": 0.699692659005815 }, { "x": 34, "y": 0.720128303826505 }, { "x": 35, "y": 0.739302901786437 }, { "x": 36, "y": 0.757267394 }, { "x": 37, "y": 0.774075931615755 }, { "x": 38, "y": 0.789784568736866 }, { "x": 39, "y": 0.804450201097252 }, { "x": 40, "y": 0.818129712116861 }, { "x": 41, "y": 0.830879297816558 }, { "x": 42, "y": 0.842753942 }, { "x": 43, "y": 0.853807018 }, { "x": 44, "y": 0.864089994483625 }, { "x": 45, "y": 0.873652228093952 }, { "x": 46, "y": 0.882540827468353 }, { "x": 47, "y": 0.890800573631828 }, { "x": 48, "y": 0.898473886906608 }, { "x": 49, "y": 0.905600830182508 }, { "x": 50, "y": 0.912219141 }, { "x": 51, "y": 0.918364283563777 }, { "x": 52, "y": 0.924069521982773 }, { "x": 53, "y": 0.929365998960191 }, { "x": 54, "y": 0.934282827552192 }, { "x": 55, "y": 0.938847186260267 }, { "x": 56, "y": 0.943084417 }, { "x": 57, "y": 0.947018126075886 }, { "x": 58, "y": 0.950670279652634 }, { "x": 59, "y": 0.954061304286188 }, { "x": 60, "y": 0.957210179934144 }, { "x": 61, "y": 0.960134531828436 }, { "x": 62, "y": 0.962850718 }, { "x": 63, "y": 0.965373915348633 }, { "x": 64, "y": 0.967718195465643 }, { "x": 65, "y": 0.969896604454542 }, { "x": 66, "y": 0.971921232392719 }, { "x": 67, "y": 0.973803281077706 }, { "x": 68, "y": 0.975553127275408 }, { "x": 69, "y": 0.97718038199875 }, { "x": 70, "y": 0.978693945959912 }, { "x": 71, "y": 0.98010206135638 }, { "x": 72, "y": 0.981412360162121 }, { "x": 73, "y": 0.982631909101475 }, { "x": 74, "y": 0.983767251485967 }, { "x": 75, "y": 0.984824446093821 }, { "x": 76, "y": 0.985809103269323 }, { "x": 77, "y": 0.986726418414828 }, { "x": 78, "y": 0.987581203042556 }, { "x": 79, "y": 0.988377913546786 }, { "x": 80, "y": 0.98912067784993 }, { "x": 81, "y": 0.989813320068412 }, { "x": 82, "y": 0.99045938333658 }, { "x": 83, "y": 0.991062151 }, { "x": 84, "y": 0.991624665734633 }, { "x": 85, "y": 0.992149748405869 }, { "x": 86, "y": 0.992640013944046 }, { "x": 87, "y": 0.993097887168539 }, { "x": 88, "y": 0.993525616955725 }, { "x": 89, "y": 0.993925289404695 }, { "x": 90, "y": 0.994298840001327 }, { "x": 91, "y": 0.994648064856444 }, { "x": 92, "y": 0.994974631088349 }, { "x": 93, "y": 0.9952800864149 }, { "x": 94, "y": 0.99556586801552 }, { "x": 95, "y": 0.995833310719039 }, { "x": 96, "y": 0.996083654569097 }, { "x": 97, "y": 0.996318051814938 }, { "x": 98, "y": 0.996537573371807 }, { "x": 99, "y": 0.996743214791786 }, { "x": 100, "y": 0.996935901782795 }, { "x": 101, "y": 0.997116495310577 }, { "x": 102, "y": 0.99728579631581 }, { "x": 103, "y": 0.997444550075996 }, { "x": 104, "y": 0.997593450239498 }, { "x": 105, "y": 0.997733142556949 }, { "x": 106, "y": 0.997864228333329 }, { "x": 107, "y": 0.997987267622148 }, { "x": 108, "y": 0.998102782181559 }, { "x": 109, "y": 0.998211258210625 }, { "x": 110, "y": 0.998313148882591 }, { "x": 111, "y": 0.998408876690664 }, { "x": 112, "y": 0.998498835620612 }, { "x": 113, "y": 0.99858339316338 }, { "x": 114, "y": 0.998662892179879 }, { "x": 115, "y": 0.99873765262918 }, { "x": 116, "y": 0.998807973170447 }, { "x": 117, "y": 0.998874132648153 }, { "x": 118, "y": 0.998936391469399 }, { "x": 119, "y": 0.998994992881426 }, { "x": 120, "y": 0.999050164156843 }, { "x": 121, "y": 0.999102117693467 }, { "x": 122, "y": 0.999151052035154 }, { "x": 123, "y": 0.999197153 }, { "x": 124, "y": 0.999240594 }, { "x": 125, "y": 0.999281536953187 } ] }, { "id": 378, "curve_id": "L2.1", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Substation ", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": 3.2347491750444912, "sigma": 0.49999999999999994, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.235, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 251, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.916E-11 }, { "x": 2, "y": 1.8556038E-07 }, { "x": 3, "y": 9.67449072E-06 }, { "x": 4, "y": 0.0001091199943 }, { "x": 5, "y": 0.00057576318581 }, { "x": 6, "y": 0.0019509884085 }, { "x": 7, "y": 0.00497333113776 }, { "x": 8, "y": 0.01042705761319 }, { "x": 9, "y": 0.01899098778939 }, { "x": 10, "y": 0.03113781701649 }, { "x": 11, "y": 0.04709401960192 }, { "x": 12, "y": 0.06684800240546 }, { "x": 13, "y": 0.09018777125126 }, { "x": 14, "y": 0.11675149624281 }, { "x": 15, "y": 0.14607932215674 }, { "x": 16, "y": 0.17765963070782 }, { "x": 17, "y": 0.21096665786592 }, { "x": 18, "y": 0.24548878132643 }, { "x": 19, "y": 0.28074816288498 }, { "x": 20, "y": 0.31631307303839 }, { "x": 21, "y": 0.35180441320968 }, { "x": 22, "y": 0.38689788446152 }, { "x": 23, "y": 0.42132306276808 }, { "x": 24, "y": 0.45486041044668 }, { "x": 25, "y": 0.48733702607118 }, { "x": 26, "y": 0.51862173307919 }, { "x": 27, "y": 0.5486199386205 }, { "x": 28, "y": 0.57726855963109 }, { "x": 29, "y": 0.60453120951522 }, { "x": 30, "y": 0.63039376149905 }, { "x": 31, "y": 0.65486034872944 }, { "x": 32, "y": 0.6779498219372 }, { "x": 33, "y": 0.69969265900582 }, { "x": 34, "y": 0.72012830382651 }, { "x": 35, "y": 0.73930290178644 }, { "x": 36, "y": 0.75726739411871 }, { "x": 37, "y": 0.77407593161576 }, { "x": 38, "y": 0.78978456873687 }, { "x": 39, "y": 0.80445020109725 }, { "x": 40, "y": 0.81812971211686 }, { "x": 41, "y": 0.83087929781656 }, { "x": 42, "y": 0.84275394209369 }, { "x": 43, "y": 0.85380701810181 }, { "x": 44, "y": 0.86408999448363 }, { "x": 45, "y": 0.87365222809395 }, { "x": 46, "y": 0.88254082746835 }, { "x": 47, "y": 0.89080057363183 }, { "x": 48, "y": 0.89847388690661 }, { "x": 49, "y": 0.90560083018251 }, { "x": 50, "y": 0.91221914067764 }, { "x": 51, "y": 0.91836428356378 }, { "x": 52, "y": 0.92406952198277 }, { "x": 53, "y": 0.92936599896019 }, { "x": 54, "y": 0.93428282755219 }, { "x": 55, "y": 0.93884718626027 }, { "x": 56, "y": 0.94308441733458 }, { "x": 57, "y": 0.94701812607589 }, { "x": 58, "y": 0.95067027965263 }, { "x": 59, "y": 0.95406130428619 }, { "x": 60, "y": 0.95721017993414 }, { "x": 61, "y": 0.96013453182844 }, { "x": 62, "y": 0.96285071840968 }, { "x": 63, "y": 0.96537391534863 }, { "x": 64, "y": 0.96771819546564 }, { "x": 65, "y": 0.96989660445454 }, { "x": 66, "y": 0.97192123239272 }, { "x": 67, "y": 0.97380328107771 }, { "x": 68, "y": 0.97555312727541 }, { "x": 69, "y": 0.97718038199875 }, { "x": 70, "y": 0.97869394595991 }, { "x": 71, "y": 0.98010206135638 }, { "x": 72, "y": 0.98141236016212 }, { "x": 73, "y": 0.98263190910148 }, { "x": 74, "y": 0.98376725148597 }, { "x": 75, "y": 0.98482444609382 }, { "x": 76, "y": 0.98580910326932 }, { "x": 77, "y": 0.98672641841483 }, { "x": 78, "y": 0.98758120304256 }, { "x": 79, "y": 0.98837791354679 }, { "x": 80, "y": 0.98912067784993 }, { "x": 81, "y": 0.98981332006841 }, { "x": 82, "y": 0.99045938333658 }, { "x": 83, "y": 0.99106215091911 }, { "x": 84, "y": 0.99162466573463 }, { "x": 85, "y": 0.99214974840587 }, { "x": 86, "y": 0.99264001394405 }, { "x": 87, "y": 0.99309788716854 }, { "x": 88, "y": 0.99352561695573 }, { "x": 89, "y": 0.9939252894047 }, { "x": 90, "y": 0.99429884000133 }, { "x": 91, "y": 0.99464806485644 }, { "x": 92, "y": 0.99497463108835 }, { "x": 93, "y": 0.9952800864149 }, { "x": 94, "y": 0.99556586801552 }, { "x": 95, "y": 0.99583331071904 }, { "x": 96, "y": 0.9960836545691 }, { "x": 97, "y": 0.99631805181494 }, { "x": 98, "y": 0.99653757337181 }, { "x": 99, "y": 0.99674321479179 }, { "x": 100, "y": 0.9969359017828 }, { "x": 101, "y": 0.99711649531058 }, { "x": 102, "y": 0.99728579631581 }, { "x": 103, "y": 0.997444550076 }, { "x": 104, "y": 0.9975934502395 }, { "x": 105, "y": 0.99773314255695 }, { "x": 106, "y": 0.99786422833333 }, { "x": 107, "y": 0.99798726762215 }, { "x": 108, "y": 0.99810278218156 }, { "x": 109, "y": 0.99821125821063 }, { "x": 110, "y": 0.99831314888259 }, { "x": 111, "y": 0.99840887669066 }, { "x": 112, "y": 0.99849883562061 }, { "x": 113, "y": 0.99858339316338 }, { "x": 114, "y": 0.99866289217988 }, { "x": 115, "y": 0.99873765262918 }, { "x": 116, "y": 0.99880797317045 }, { "x": 117, "y": 0.99887413264815 }, { "x": 118, "y": 0.9989363914694 }, { "x": 119, "y": 0.99899499288143 }, { "x": 120, "y": 0.99905016415684 }, { "x": 121, "y": 0.99910211769347 }, { "x": 122, "y": 0.99915105203515 }, { "x": 123, "y": 0.99919715281952 }, { "x": 124, "y": 0.999240593658 }, { "x": 125, "y": 0.99928153695319 }, { "x": 126, "y": 0.99932013465825 }, { "x": 127, "y": 0.99935652898251 }, { "x": 128, "y": 0.99939085304727 }, { "x": 129, "y": 0.99942323149553 }, { "x": 130, "y": 0.99945378105891 }, { "x": 131, "y": 0.99948261108492 }, { "x": 132, "y": 0.99950982402755 }, { "x": 133, "y": 0.9995355159037 }, { "x": 134, "y": 0.99955977671801 }, { "x": 135, "y": 0.99958269085839 }, { "x": 136, "y": 0.99960433746427 }, { "x": 137, "y": 0.99962479076959 }, { "x": 138, "y": 0.99964412042237 }, { "x": 139, "y": 0.99966239178245 }, { "x": 140, "y": 0.99967966619897 }, { "x": 141, "y": 0.99969600126907 }, { "x": 142, "y": 0.99971145107913 }, { "x": 143, "y": 0.99972606642973 }, { "x": 144, "y": 0.99973989504555 }, { "x": 145, "y": 0.99975298177115 }, { "x": 146, "y": 0.99976536875379 }, { "x": 147, "y": 0.99977709561398 }, { "x": 148, "y": 0.99978819960485 }, { "x": 149, "y": 0.99979871576087 }, { "x": 150, "y": 0.99980867703686 }, { "x": 151, "y": 0.99981811443782 }, { "x": 152, "y": 0.99982705714029 }, { "x": 153, "y": 0.99983553260576 }, { "x": 154, "y": 0.99984356668676 }, { "x": 155, "y": 0.999851183726 }, { "x": 156, "y": 0.99985840664917 }, { "x": 157, "y": 0.9998652570517 }, { "x": 158, "y": 0.99987175527997 }, { "x": 159, "y": 0.99987792050735 }, { "x": 160, "y": 0.99988377080534 }, { "x": 161, "y": 0.99988932321022 }, { "x": 162, "y": 0.99989459378542 }, { "x": 163, "y": 0.99989959768002 }, { "x": 164, "y": 0.9999043491835 }, { "x": 165, "y": 0.99990886177706 }, { "x": 166, "y": 0.99991314818177 }, { "x": 167, "y": 0.99991722040365 }, { "x": 168, "y": 0.99992108977597 }, { "x": 169, "y": 0.99992476699895 }, { "x": 170, "y": 0.99992826217696 }, { "x": 171, "y": 0.99993158485342 }, { "x": 172, "y": 0.99993474404362 }, { "x": 173, "y": 0.99993774826547 }, { "x": 174, "y": 0.99994060556836 }, { "x": 175, "y": 0.99994332356031 }, { "x": 176, "y": 0.99994590943344 }, { "x": 177, "y": 0.99994836998788 }, { "x": 178, "y": 0.9999507116543 }, { "x": 179, "y": 0.999952940515 }, { "x": 180, "y": 0.99995506232379 }, { "x": 181, "y": 0.99995708252468 }, { "x": 182, "y": 0.99995900626942 }, { "x": 183, "y": 0.999960838434 }, { "x": 184, "y": 0.99996258363424 }, { "x": 185, "y": 0.99996424624034 }, { "x": 186, "y": 0.99996583039071 }, { "x": 187, "y": 0.99996734000482 }, { "x": 188, "y": 0.9999687787955 }, { "x": 189, "y": 0.9999701502803 }, { "x": 190, "y": 0.9999714577924 }, { "x": 191, "y": 0.9999727044907 }, { "x": 192, "y": 0.99997389336948 }, { "x": 193, "y": 0.99997502726737 }, { "x": 194, "y": 0.99997610887592 }, { "x": 195, "y": 0.9999771407476 }, { "x": 196, "y": 0.99997812530335 }, { "x": 197, "y": 0.99997906483974 }, { "x": 198, "y": 0.99997996153569 }, { "x": 199, "y": 0.99998081745879 }, { "x": 200, "y": 0.99998163457132 }, { "x": 201, "y": 0.9999824147359 }, { "x": 202, "y": 0.99998315972076 }, { "x": 203, "y": 0.99998387120487 }, { "x": 204, "y": 0.99998455078258 }, { "x": 205, "y": 0.99998519996819 }, { "x": 206, "y": 0.99998582020014 }, { "x": 207, "y": 0.99998641284502 }, { "x": 208, "y": 0.99998697920135 }, { "x": 209, "y": 0.99998752050313 }, { "x": 210, "y": 0.99998803792327 }, { "x": 211, "y": 0.99998853257669 }, { "x": 212, "y": 0.9999890055234 }, { "x": 213, "y": 0.99998945777134 }, { "x": 214, "y": 0.99998989027905 }, { "x": 215, "y": 0.99999030395822 }, { "x": 216, "y": 0.99999069967612 }, { "x": 217, "y": 0.99999107825787 }, { "x": 218, "y": 0.99999144048858 }, { "x": 219, "y": 0.99999178711542 }, { "x": 220, "y": 0.99999211884953 }, { "x": 221, "y": 0.99999243636784 }, { "x": 222, "y": 0.99999274031483 }, { "x": 223, "y": 0.99999303130416 }, { "x": 224, "y": 0.99999330992018 }, { "x": 225, "y": 0.99999357671947 }, { "x": 226, "y": 0.99999383223219 }, { "x": 227, "y": 0.99999407696339 }, { "x": 228, "y": 0.9999943113943 }, { "x": 229, "y": 0.99999453598345 }, { "x": 230, "y": 0.99999475116789 }, { "x": 231, "y": 0.99999495736416 }, { "x": 232, "y": 0.99999515496934 }, { "x": 233, "y": 0.99999534436201 }, { "x": 234, "y": 0.99999552590315 }, { "x": 235, "y": 0.99999569993701 }, { "x": 236, "y": 0.99999586679191 }, { "x": 237, "y": 0.99999602678104 }, { "x": 238, "y": 0.99999618020314 }, { "x": 239, "y": 0.99999632734328 }, { "x": 240, "y": 0.99999646847346 }, { "x": 241, "y": 0.99999660385326 }, { "x": 242, "y": 0.99999673373044 }, { "x": 243, "y": 0.99999685834148 }, { "x": 244, "y": 0.99999697791218 }, { "x": 245, "y": 0.99999709265808 }, { "x": 246, "y": 0.99999720278504 }, { "x": 247, "y": 0.99999730848965 }, { "x": 248, "y": 0.99999740995965 }, { "x": 249, "y": 0.9999975073744 }, { "x": 250, "y": 0.99999760090525 } ] }, { "id": 379, "curve_id": "L20.1", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Liftstation", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": 3.2347491748621895, "sigma": 0.50000000065576622, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.235, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.91644021072631E-11 }, { "x": 2, "y": 1.85560378582511E-07 }, { "x": 3, "y": 9.6744907191745E-06 }, { "x": 4, "y": 0.00010912 }, { "x": 5, "y": 0.000575763 }, { "x": 6, "y": 0.001950988 }, { "x": 7, "y": 0.004973331 }, { "x": 8, "y": 0.0104270576131918 }, { "x": 9, "y": 0.0189909877893925 }, { "x": 10, "y": 0.0311378170164865 }, { "x": 11, "y": 0.04709402 }, { "x": 12, "y": 0.066848002 }, { "x": 13, "y": 0.090187771 }, { "x": 14, "y": 0.116751496242813 }, { "x": 15, "y": 0.146079322156735 }, { "x": 16, "y": 0.177659630707824 }, { "x": 17, "y": 0.210966657865917 }, { "x": 18, "y": 0.24548878132643 }, { "x": 19, "y": 0.280748162884982 }, { "x": 20, "y": 0.316313073038387 }, { "x": 21, "y": 0.351804413209675 }, { "x": 22, "y": 0.386897884 }, { "x": 23, "y": 0.421323062768082 }, { "x": 24, "y": 0.454860410446684 }, { "x": 25, "y": 0.487337026071182 }, { "x": 26, "y": 0.518621733 }, { "x": 27, "y": 0.548619938620501 }, { "x": 28, "y": 0.577268559631089 }, { "x": 29, "y": 0.604531209515216 }, { "x": 30, "y": 0.630393761499046 }, { "x": 31, "y": 0.654860349 }, { "x": 32, "y": 0.6779498219372 }, { "x": 33, "y": 0.699692659005815 }, { "x": 34, "y": 0.720128303826505 }, { "x": 35, "y": 0.739302901786437 }, { "x": 36, "y": 0.757267394 }, { "x": 37, "y": 0.774075931615755 }, { "x": 38, "y": 0.789784568736866 }, { "x": 39, "y": 0.804450201097252 }, { "x": 40, "y": 0.818129712116861 }, { "x": 41, "y": 0.830879297816558 }, { "x": 42, "y": 0.842753942 }, { "x": 43, "y": 0.853807018 }, { "x": 44, "y": 0.864089994483625 }, { "x": 45, "y": 0.873652228093952 }, { "x": 46, "y": 0.882540827468353 }, { "x": 47, "y": 0.890800573631828 }, { "x": 48, "y": 0.898473886906608 }, { "x": 49, "y": 0.905600830182508 }, { "x": 50, "y": 0.912219141 }, { "x": 51, "y": 0.918364283563777 }, { "x": 52, "y": 0.924069521982773 }, { "x": 53, "y": 0.929365998960191 }, { "x": 54, "y": 0.934282827552192 }, { "x": 55, "y": 0.938847186260267 }, { "x": 56, "y": 0.943084417 }, { "x": 57, "y": 0.947018126075886 }, { "x": 58, "y": 0.950670279652634 }, { "x": 59, "y": 0.954061304286188 }, { "x": 60, "y": 0.957210179934144 }, { "x": 61, "y": 0.960134531828436 }, { "x": 62, "y": 0.962850718 }, { "x": 63, "y": 0.965373915348633 }, { "x": 64, "y": 0.967718195465643 }, { "x": 65, "y": 0.969896604454542 }, { "x": 66, "y": 0.971921232392719 }, { "x": 67, "y": 0.973803281077706 }, { "x": 68, "y": 0.975553127275408 }, { "x": 69, "y": 0.97718038199875 }, { "x": 70, "y": 0.978693945959912 }, { "x": 71, "y": 0.98010206135638 }, { "x": 72, "y": 0.981412360162121 }, { "x": 73, "y": 0.982631909101475 }, { "x": 74, "y": 0.983767251485967 }, { "x": 75, "y": 0.984824446093821 }, { "x": 76, "y": 0.985809103269323 }, { "x": 77, "y": 0.986726418414828 }, { "x": 78, "y": 0.987581203042556 }, { "x": 79, "y": 0.988377913546786 }, { "x": 80, "y": 0.98912067784993 }, { "x": 81, "y": 0.989813320068412 }, { "x": 82, "y": 0.99045938333658 }, { "x": 83, "y": 0.991062151 }, { "x": 84, "y": 0.991624665734633 }, { "x": 85, "y": 0.992149748405869 }, { "x": 86, "y": 0.992640013944046 }, { "x": 87, "y": 0.993097887168539 }, { "x": 88, "y": 0.993525616955725 }, { "x": 89, "y": 0.993925289404695 }, { "x": 90, "y": 0.994298840001327 }, { "x": 91, "y": 0.994648064856444 }, { "x": 92, "y": 0.994974631088349 }, { "x": 93, "y": 0.9952800864149 }, { "x": 94, "y": 0.99556586801552 }, { "x": 95, "y": 0.995833310719039 }, { "x": 96, "y": 0.996083654569097 }, { "x": 97, "y": 0.996318051814938 }, { "x": 98, "y": 0.996537573371807 }, { "x": 99, "y": 0.996743214791786 }, { "x": 100, "y": 0.996935901782795 }, { "x": 101, "y": 0.997116495310577 }, { "x": 102, "y": 0.99728579631581 }, { "x": 103, "y": 0.997444550075996 }, { "x": 104, "y": 0.997593450239498 }, { "x": 105, "y": 0.997733142556949 }, { "x": 106, "y": 0.997864228333329 }, { "x": 107, "y": 0.997987267622148 }, { "x": 108, "y": 0.998102782181559 }, { "x": 109, "y": 0.998211258210625 }, { "x": 110, "y": 0.998313148882591 }, { "x": 111, "y": 0.998408876690664 }, { "x": 112, "y": 0.998498835620612 }, { "x": 113, "y": 0.99858339316338 }, { "x": 114, "y": 0.998662892179879 }, { "x": 115, "y": 0.99873765262918 }, { "x": 116, "y": 0.998807973170447 }, { "x": 117, "y": 0.998874132648153 }, { "x": 118, "y": 0.998936391469399 }, { "x": 119, "y": 0.998994992881426 }, { "x": 120, "y": 0.999050164156843 }, { "x": 121, "y": 0.999102117693467 }, { "x": 122, "y": 0.999151052035154 }, { "x": 123, "y": 0.999197153 }, { "x": 124, "y": 0.999240594 }, { "x": 125, "y": 0.999281536953187 } ] }, { "id": 380, "curve_id": "L7.1", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Major roads", "ci_detail": "Interstate and state highways, with four lanes or more, parkways", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": 4.6101330573789818, "sigma": 1.0083823687766946, "method": "Curve fitting", "mu_sigma_quality": 0.99982908640935864, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.610, σ=1.008, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 7.948885E-08 }, { "x": 2, "y": 7.60930771E-06 }, { "x": 3, "y": 7.157194127E-05 }, { "x": 4, "y": 0.00029140555563 }, { "x": 5, "y": 0.00078051943487 }, { "x": 6, "y": 0.00163488236704 }, { "x": 7, "y": 0.00292060470399 }, { "x": 8, "y": 0.00467378199149 }, { "x": 9, "y": 0.00690555101363 }, { "x": 10, "y": 0.00960838851532 }, { "x": 11, "y": 0.01276190245709 }, { "x": 12, "y": 0.01633753592452 }, { "x": 13, "y": 0.02030213216446 }, { "x": 14, "y": 0.02462051054373 }, { "x": 15, "y": 0.02925725436415 }, { "x": 16, "y": 0.03417790081676 }, { "x": 17, "y": 0.03934969203868 }, { "x": 18, "y": 0.04474201199297 }, { "x": 19, "y": 0.05032660349004 }, { "x": 20, "y": 0.05607763497621 }, { "x": 21, "y": 0.06197166758918 }, { "x": 22, "y": 0.0679875585817 }, { "x": 23, "y": 0.07410632657404 }, { "x": 24, "y": 0.08031099633445 }, { "x": 25, "y": 0.08658643518196 }, { "x": 26, "y": 0.0929191890934 }, { "x": 27, "y": 0.09929732374764 }, { "x": 28, "y": 0.10571027373523 }, { "x": 29, "y": 0.11214870176613 }, { "x": 30, "y": 0.11860436874951 }, { "x": 31, "y": 0.12507001497313 }, { "x": 32, "y": 0.13153925218456 }, { "x": 33, "y": 0.13800646610809 }, { "x": 34, "y": 0.14446672877125 }, { "x": 35, "y": 0.1509157199314 }, { "x": 36, "y": 0.15734965685992 }, { "x": 37, "y": 0.16376523174393 }, { "x": 38, "y": 0.17015955598899 }, { "x": 39, "y": 0.17653011074442 }, { "x": 40, "y": 0.18287470301779 }, { "x": 41, "y": 0.18919142679453 }, { "x": 42, "y": 0.19547862862804 }, { "x": 43, "y": 0.20173487721466 }, { "x": 44, "y": 0.20795893651465 }, { "x": 45, "y": 0.21414974202376 }, { "x": 46, "y": 0.2203063798411 }, { "x": 47, "y": 0.226428068216 }, { "x": 48, "y": 0.23251414129082 }, { "x": 49, "y": 0.2385640347873 }, { "x": 50, "y": 0.24457727341212 }, { "x": 51, "y": 0.25055345978201 }, { "x": 52, "y": 0.25649226469149 }, { "x": 53, "y": 0.26239341856613 }, { "x": 54, "y": 0.26825670396203 }, { "x": 55, "y": 0.2740819489883 }, { "x": 56, "y": 0.27986902154342 }, { "x": 57, "y": 0.28561782426866 }, { "x": 58, "y": 0.29132829013341 }, { "x": 59, "y": 0.29700037857655 }, { "x": 60, "y": 0.30263407213727 }, { "x": 61, "y": 0.30822937351625 }, { "x": 62, "y": 0.31378630301502 }, { "x": 63, "y": 0.31930489630747 }, { "x": 64, "y": 0.32478520250287 }, { "x": 65, "y": 0.33022728246448 }, { "x": 66, "y": 0.33563120735203 }, { "x": 67, "y": 0.34099705736033 }, { "x": 68, "y": 0.34632492062908 }, { "x": 69, "y": 0.35161489230248 }, { "x": 70, "y": 0.35686707371934 }, { "x": 71, "y": 0.36208157171681 }, { "x": 72, "y": 0.36725849803316 }, { "x": 73, "y": 0.3723979687963 }, { "x": 74, "y": 0.37750010408674 }, { "x": 75, "y": 0.38256502756491 }, { "x": 76, "y": 0.38759286615401 }, { "x": 77, "y": 0.39258374977065 }, { "x": 78, "y": 0.39753781109653 }, { "x": 79, "y": 0.40245518538513 }, { "x": 80, "y": 0.40733601029841 }, { "x": 81, "y": 0.41218042576886 }, { "x": 82, "y": 0.41698857388301 }, { "x": 83, "y": 0.42176059878295 }, { "x": 84, "y": 0.42649664658299 }, { "x": 85, "y": 0.43119686529874 }, { "x": 86, "y": 0.43586140478649 }, { "x": 87, "y": 0.44049041669093 }, { "x": 88, "y": 0.44508405439962 }, { "x": 89, "y": 0.4496424730027 }, { "x": 90, "y": 0.45416582925676 }, { "x": 91, "y": 0.45865428155177 }, { "x": 92, "y": 0.46310798988018 }, { "x": 93, "y": 0.46752711580762 }, { "x": 94, "y": 0.47191182244442 }, { "x": 95, "y": 0.47626227441759 }, { "x": 96, "y": 0.48057863784273 }, { "x": 97, "y": 0.4848610802957 }, { "x": 98, "y": 0.48910977078364 }, { "x": 99, "y": 0.49332487971528 }, { "x": 100, "y": 0.49750657887021 }, { "x": 101, "y": 0.50165504136726 }, { "x": 102, "y": 0.50577044163168 }, { "x": 103, "y": 0.5098529553612 }, { "x": 104, "y": 0.51390275949097 }, { "x": 105, "y": 0.51792003215732 }, { "x": 106, "y": 0.52190495266048 }, { "x": 107, "y": 0.52585770142614 }, { "x": 108, "y": 0.52977845996608 }, { "x": 109, "y": 0.53366741083781 }, { "x": 110, "y": 0.53752473760333 }, { "x": 111, "y": 0.54135062478714 }, { "x": 112, "y": 0.54514525783348 }, { "x": 113, "y": 0.54890882306296 }, { "x": 114, "y": 0.55264150762866 }, { "x": 115, "y": 0.5563434994717 }, { "x": 116, "y": 0.56001498727653 }, { "x": 117, "y": 0.56365616042585 }, { "x": 118, "y": 0.56726720895531 }, { "x": 119, "y": 0.57084832350816 }, { "x": 120, "y": 0.57439969528975 }, { "x": 121, "y": 0.57792151602206 }, { "x": 122, "y": 0.5814139778984 }, { "x": 123, "y": 0.58487727353814 }, { "x": 124, "y": 0.58831159594179 }, { "x": 125, "y": 0.59171713844623 } ] }, { "id": 381, "curve_id": "L7.2", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Urban roads", "ci_detail": "Intercity roads and other roads with two lanes", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": 3.7514789465600313, "sigma": 0.86110499355012271, "method": "Curve fitting", "mu_sigma_quality": 0.99950145529040912, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.751, σ=0.861, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 7.61042155E-06 }, { "x": 2, "y": 0.00029166166579 }, { "x": 3, "y": 0.00163880824063 }, { "x": 4, "y": 0.00469603430148 }, { "x": 5, "y": 0.00968453781542 }, { "x": 6, "y": 0.01653060411985 }, { "x": 7, "y": 0.02502278546765 }, { "x": 8, "y": 0.03490870870285 }, { "x": 9, "y": 0.04594287244067 }, { "x": 10, "y": 0.05790615055237 }, { "x": 11, "y": 0.07061104649483 }, { "x": 12, "y": 0.0839005085324 }, { "x": 13, "y": 0.09764427786136 }, { "x": 14, "y": 0.11173465612231 }, { "x": 15, "y": 0.12608251205439 }, { "x": 16, "y": 0.1406138255715 }, { "x": 17, "y": 0.15526682595788 }, { "x": 18, "y": 0.16998967864897 }, { "x": 19, "y": 0.18473863988053 }, { "x": 20, "y": 0.1994765939129 }, { "x": 21, "y": 0.2141718956064 }, { "x": 22, "y": 0.2287974532634 }, { "x": 23, "y": 0.24332999899462 }, { "x": 24, "y": 0.25774950485447 }, { "x": 25, "y": 0.27203871216014 }, { "x": 26, "y": 0.2861827487912 }, { "x": 27, "y": 0.30016881507829 }, { "x": 28, "y": 0.31398592340308 }, { "x": 29, "y": 0.32762468010394 }, { "x": 30, "y": 0.34107710093968 }, { "x": 31, "y": 0.3543364533889 }, { "x": 32, "y": 0.36739712060474 }, { "x": 33, "y": 0.38025448301694 }, { "x": 34, "y": 0.39290481446466 }, { "x": 35, "y": 0.40534519042291 }, { "x": 36, "y": 0.41757340640296 }, { "x": 37, "y": 0.42958790500318 }, { "x": 38, "y": 0.44138771039051 }, { "x": 39, "y": 0.45297236922661 }, { "x": 40, "y": 0.46434189723336 }, { "x": 41, "y": 0.47549673073325 }, { "x": 42, "y": 0.48643768261003 }, { "x": 43, "y": 0.49716590222173 }, { "x": 44, "y": 0.50768283886693 }, { "x": 45, "y": 0.51799020846039 }, { "x": 46, "y": 0.52808996311872 }, { "x": 47, "y": 0.53798426339331 }, { "x": 48, "y": 0.54767545291769 }, { "x": 49, "y": 0.55716603526205 }, { "x": 50, "y": 0.56645865280854 }, { "x": 51, "y": 0.57555606747932 }, { "x": 52, "y": 0.58446114316529 }, { "x": 53, "y": 0.59317682971666 }, { "x": 54, "y": 0.60170614836897 }, { "x": 55, "y": 0.61005217848869 }, { "x": 56, "y": 0.61821804553232 }, { "x": 57, "y": 0.62620691012114 }, { "x": 58, "y": 0.63402195814206 }, { "x": 59, "y": 0.64166639179169 }, { "x": 60, "y": 0.64914342148749 }, { "x": 61, "y": 0.65645625857569 }, { "x": 62, "y": 0.66360810877105 }, { "x": 63, "y": 0.6706021662687 }, { "x": 64, "y": 0.67744160847277 }, { "x": 65, "y": 0.68412959129077 }, { "x": 66, "y": 0.69066924494679 }, { "x": 67, "y": 0.69706367026992 }, { "x": 68, "y": 0.70331593541791 }, { "x": 69, "y": 0.70942907299916 }, { "x": 70, "y": 0.7154060775587 }, { "x": 71, "y": 0.721249903397 }, { "x": 72, "y": 0.72696346269242 }, { "x": 73, "y": 0.73254962390062 }, { "x": 74, "y": 0.73801121040637 }, { "x": 75, "y": 0.74335099940504 }, { "x": 76, "y": 0.74857172099286 }, { "x": 77, "y": 0.75367605744685 }, { "x": 78, "y": 0.75866664267663 }, { "x": 79, "y": 0.76354606183185 }, { "x": 80, "y": 0.76831685105049 }, { "x": 81, "y": 0.77298149733397 }, { "x": 82, "y": 0.77754243853681 }, { "x": 83, "y": 0.78200206345897 }, { "x": 84, "y": 0.78636271203044 }, { "x": 85, "y": 0.79062667557827 }, { "x": 86, "y": 0.79479619716706 }, { "x": 87, "y": 0.79887347200481 }, { "x": 88, "y": 0.80286064790663 }, { "x": 89, "y": 0.80675982580942 }, { "x": 90, "y": 0.81057306033123 }, { "x": 91, "y": 0.81430236036967 }, { "x": 92, "y": 0.81794968973409 }, { "x": 93, "y": 0.82151696780672 }, { "x": 94, "y": 0.82500607022851 }, { "x": 95, "y": 0.82841882960567 }, { "x": 96, "y": 0.83175703623329 }, { "x": 97, "y": 0.83502243883287 }, { "x": 98, "y": 0.83821674530062 }, { "x": 99, "y": 0.84134162346406 }, { "x": 100, "y": 0.8443987018443 }, { "x": 101, "y": 0.84738957042192 }, { "x": 102, "y": 0.85031578140444 }, { "x": 103, "y": 0.85317884999356 }, { "x": 104, "y": 0.85598025515063 }, { "x": 105, "y": 0.85872144035888 }, { "x": 106, "y": 0.86140381438113 }, { "x": 107, "y": 0.86402875201188 }, { "x": 108, "y": 0.86659759482267 }, { "x": 109, "y": 0.86911165189997 }, { "x": 110, "y": 0.87157220057463 }, { "x": 111, "y": 0.87398048714235 }, { "x": 112, "y": 0.87633772757451 }, { "x": 113, "y": 0.87864510821882 }, { "x": 114, "y": 0.88090378648938 }, { "x": 115, "y": 0.88311489154577 }, { "x": 116, "y": 0.88527952496084 }, { "x": 117, "y": 0.88739876137695 }, { "x": 118, "y": 0.88947364915046 }, { "x": 119, "y": 0.89150521098434 }, { "x": 120, "y": 0.89349444454861 }, { "x": 121, "y": 0.89544232308887 }, { "x": 122, "y": 0.89734979602248 }, { "x": 123, "y": 0.89921778952266 }, { "x": 124, "y": 0.90104720709038 }, { "x": 125, "y": 0.90283893011414 } ] }, { "id": 382, "curve_id": "L7.32", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Major roads", "ci_detail": "Paved", "source_type": "Peer-reviewed", "source_abbrev": "Galli and Guzetti (2007)", "source_detail": "Galli, M. and Guzzetti, F.: Landslide vulnerability criteria: A case study from Umbria, central Italy, Environmental Management, 40, 649–664, https://doi.org/10.1007/s00267-006-0325-4, 2007.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "formula_available", "mu": 2.7148797585247171, "sigma": 0.46427323808512361, "method": "Curve fitting", "mu_sigma_quality": 0.99787371391871449, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.715, σ=0.464, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Landslide area", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Empirical", "geography": "Umbria, Italy", "hazard_type": "Landslide", "num_points": 6, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.0448902120717781 }, { "x": 10, "y": 0.187258756459222 }, { "x": 100, "y": 1 }, { "x": 1000, "y": 1 }, { "x": 10000, "y": 1 } ] }, { "id": 383, "curve_id": "L7.33", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Secondary roads", "ci_detail": "Mostly unpaved", "source_type": "Peer-reviewed", "source_abbrev": "Galli and Guzetti (2007)", "source_detail": "Galli, M. and Guzzetti, F.: Landslide vulnerability criteria: A case study from Umbria, central Italy, Environmental Management, 40, 649–664, https://doi.org/10.1007/s00267-006-0325-4, 2007.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "formula_available", "mu": 3.7972540556360315, "sigma": 1.5016933831341019, "method": "Curve fitting", "mu_sigma_quality": 0.9983878992949301, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.797, σ=1.502, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Landslide area", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Empirical", "geography": "Umbria, Italy", "hazard_type": "Landslide", "num_points": 6, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.0369 }, { "x": 10, "y": 0.159288216039279 }, { "x": 100, "y": 0.701000199063115 }, { "x": 1000, "y": 1 }, { "x": 10000, "y": 1 } ] }, { "id": 384, "curve_id": "L8.12", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Zhu et al. (2023)", "source_detail": "Zhu, W., Liu, K., Wang, M., Nirandjan, S., and Koks, E. E.: Improved assessment of rainfall-induced railway infrastructure risk in China using empirical data, Natural Hazards, 115, 1525–1548, https://doi.org/10.1007/s11069-022-05605-3, 2023.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "datapoints_given", "mu": 7.1699999999856043, "sigma": 2.9399999999764388, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=7.170, σ=2.940, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Precipitation", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+A)", "geography": "China", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 5, "y": 0.0292889759918273 }, { "x": 10, "y": 0.048903117 }, { "x": 15, "y": 0.064548805 }, { "x": 20, "y": 0.077830198 }, { "x": 25, "y": 0.089487163 }, { "x": 30, "y": 0.099937872 }, { "x": 35, "y": 0.109447173449402 }, { "x": 40, "y": 0.118195723573906 }, { "x": 45, "y": 0.126313404711705 }, { "x": 50, "y": 0.133897345587089 }, { "x": 55, "y": 0.141022444793717 }, { "x": 60, "y": 0.147747898568607 }, { "x": 65, "y": 0.154121448541755 }, { "x": 70, "y": 0.160182255250383 }, { "x": 75, "y": 0.165962905602242 }, { "x": 80, "y": 0.171490853906107 }, { "x": 85, "y": 0.1767894806032 }, { "x": 90, "y": 0.181878885920685 }, { "x": 95, "y": 0.186776495 }, { "x": 100, "y": 0.191497528922398 }, { "x": 105, "y": 0.196055369596475 }, { "x": 110, "y": 0.200461856631595 }, { "x": 115, "y": 0.204727521274577 }, { "x": 120, "y": 0.208861778337523 }, { "x": 125, "y": 0.212873083253619 }, { "x": 130, "y": 0.216769061927941 }, { "x": 135, "y": 0.220556618923496 }, { "x": 140, "y": 0.224242028236972 }, { "x": 145, "y": 0.227831009965426 }, { "x": 150, "y": 0.231328795450294 }, { "x": 155, "y": 0.234740182943055 }, { "x": 160, "y": 0.238069585421876 }, { "x": 165, "y": 0.241321071867831 }, { "x": 170, "y": 0.244498403059225 }, { "x": 175, "y": 0.247605062746072 }, { "x": 180, "y": 0.250644284911192 }, { "x": 185, "y": 0.253619077700303 }, { "x": 190, "y": 0.256532244503911 }, { "x": 195, "y": 0.259386402593307 }, { "x": 200, "y": 0.262183999647635 }, { "x": 205, "y": 0.264927328455524 }, { "x": 210, "y": 0.267618540030928 }, { "x": 215, "y": 0.270259655346528 }, { "x": 220, "y": 0.27285257585804 }, { "x": 225, "y": 0.275399092967654 }, { "x": 230, "y": 0.277900896553922 }, { "x": 235, "y": 0.280359582677733 }, { "x": 240, "y": 0.282776660559172 }, { "x": 245, "y": 0.285153558907472 }, { "x": 250, "y": 0.287491631675526 }, { "x": 255, "y": 0.28979216330134 }, { "x": 260, "y": 0.292056373490968 }, { "x": 265, "y": 0.29428542159077 }, { "x": 270, "y": 0.296480410591071 }, { "x": 275, "y": 0.298642390798293 }, { "x": 280, "y": 0.300772363208335 }, { "x": 285, "y": 0.302871282610217 }, { "x": 290, "y": 0.304940060445738 }, { "x": 295, "y": 0.306979567448063 }, { "x": 300, "y": 0.308990636079646 }, { "x": 305, "y": 0.310974062787734 }, { "x": 310, "y": 0.312930610093743 }, { "x": 315, "y": 0.314861008531156 }, { "x": 320, "y": 0.316765958445049 }, { "x": 325, "y": 0.318646131665065 }, { "x": 330, "y": 0.320502173062482 }, { "x": 335, "y": 0.322334702 }, { "x": 340, "y": 0.324144313689726 }, { "x": 345, "y": 0.325931580446838 }, { "x": 350, "y": 0.327697052880008 }, { "x": 355, "y": 0.329441260991105 }, { "x": 360, "y": 0.331164715210413 }, { "x": 365, "y": 0.332867907365953 }, { "x": 370, "y": 0.334551311592734 }, { "x": 375, "y": 0.336215385186409 }, { "x": 380, "y": 0.337860569405385 }, { "x": 385, "y": 0.339487290225138 }, { "x": 390, "y": 0.341095959048117 }, { "x": 395, "y": 0.342686973372393 }, { "x": 400, "y": 0.344260717421902 }, { "x": 405, "y": 0.345817562740938 }, { "x": 410, "y": 0.347357868755325 }, { "x": 415, "y": 0.348881983302494 }, { "x": 420, "y": 0.350390243132547 }, { "x": 425, "y": 0.351882974382184 }, { "x": 430, "y": 0.35336049302329 }, { "x": 435, "y": 0.354823105287767 }, { "x": 440, "y": 0.356271108070152 }, { "x": 445, "y": 0.357704789309386 }, { "x": 450, "y": 0.359124428351048 }, { "x": 455, "y": 0.36053029629124 }, { "x": 460, "y": 0.361922656303241 }, { "x": 465, "y": 0.36330176394797 }, { "x": 470, "y": 0.364667867469205 }, { "x": 475, "y": 0.366021208 }, { "x": 480, "y": 0.367362020202452 }, { "x": 485, "y": 0.368690531777591 }, { "x": 490, "y": 0.370006964 }, { "x": 495, "y": 0.371311533840848 }, { "x": 500, "y": 0.372604449734865 }, { "x": 505, "y": 0.37388591631906 }, { "x": 510, "y": 0.375156132369658 }, { "x": 515, "y": 0.376415291446914 }, { "x": 520, "y": 0.377663582078568 }, { "x": 525, "y": 0.378901188 }, { "x": 530, "y": 0.380128287998069 }, { "x": 535, "y": 0.381345056719344 }, { "x": 540, "y": 0.382551664175933 }, { "x": 545, "y": 0.383748276216423 }, { "x": 550, "y": 0.384935054601989 }, { "x": 555, "y": 0.386112157141378 }, { "x": 560, "y": 0.387279737820328 }, { "x": 565, "y": 0.388437946925667 }, { "x": 570, "y": 0.389586931164369 }, { "x": 575, "y": 0.390726833777815 }, { "x": 580, "y": 0.391857795 }, { "x": 585, "y": 0.392979950420261 }, { "x": 590, "y": 0.394093434569704 }, { "x": 595, "y": 0.395198377533228 }, { "x": 600, "y": 0.396294906785625 } ] }, { "id": 385, "curve_id": "L8.13", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Zhu et al. (2023)", "source_detail": "Zhu, W., Liu, K., Wang, M., Nirandjan, S., and Koks, E. E.: Improved assessment of rainfall-induced railway infrastructure risk in China using empirical data, Natural Hazards, 115, 1525–1548, https://doi.org/10.1007/s11069-022-05605-3, 2023.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "datapoints_given", "mu": 6.7599999877136163, "sigma": 2.1699999804955845, "method": "Curve fitting", "mu_sigma_quality": 0.99999999999999989, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=6.760, σ=2.170, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Precipitation", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+A)", "geography": "South China, China", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 5, "y": 0.008809459 }, { "x": 10, "y": 0.0199826077759743 }, { "x": 15, "y": 0.0309327857369602 }, { "x": 20, "y": 0.041398255 }, { "x": 25, "y": 0.0513550748918152 }, { "x": 30, "y": 0.060830976632062 }, { "x": 35, "y": 0.069864879 }, { "x": 40, "y": 0.078495711 }, { "x": 45, "y": 0.086759211 }, { "x": 50, "y": 0.094687242 }, { "x": 55, "y": 0.102307931502013 }, { "x": 60, "y": 0.109646051871108 }, { "x": 65, "y": 0.116723459553898 }, { "x": 70, "y": 0.123559496897125 }, { "x": 75, "y": 0.13017134809537 }, { "x": 80, "y": 0.136574343066426 }, { "x": 85, "y": 0.14278221424349 }, { "x": 90, "y": 0.148807312720742 }, { "x": 95, "y": 0.154660790184812 }, { "x": 100, "y": 0.160352752375951 }, { "x": 105, "y": 0.165892388963516 }, { "x": 110, "y": 0.171288083893603 }, { "x": 115, "y": 0.176547509542239 }, { "x": 120, "y": 0.181677707399591 }, { "x": 125, "y": 0.186685157511357 }, { "x": 130, "y": 0.191575838497818 }, { "x": 135, "y": 0.196355279643021 }, { "x": 140, "y": 0.201028606281671 }, { "x": 145, "y": 0.205600579497223 }, { "x": 150, "y": 0.210075630971306 }, { "x": 155, "y": 0.214457893683727 }, { "x": 160, "y": 0.218751229 }, { "x": 165, "y": 0.222959250969421 }, { "x": 170, "y": 0.227085347249415 }, { "x": 175, "y": 0.231132698668447 }, { "x": 180, "y": 0.235104296061794 }, { "x": 185, "y": 0.23900295563086 }, { "x": 190, "y": 0.242831332710036 }, { "x": 195, "y": 0.246591934174467 }, { "x": 200, "y": 0.250287129648839 }, { "x": 205, "y": 0.253919161655482 }, { "x": 210, "y": 0.257490155 }, { "x": 215, "y": 0.26100212425076 }, { "x": 220, "y": 0.26445698314678 }, { "x": 225, "y": 0.267856549774072 }, { "x": 230, "y": 0.271202554 }, { "x": 235, "y": 0.274496642219675 }, { "x": 240, "y": 0.277740384506924 }, { "x": 245, "y": 0.280935277721317 }, { "x": 250, "y": 0.284082750931323 }, { "x": 255, "y": 0.287184169400264 }, { "x": 260, "y": 0.290240838431914 }, { "x": 265, "y": 0.293254006924867 }, { "x": 270, "y": 0.296224870662138 }, { "x": 275, "y": 0.299154575359651 }, { "x": 280, "y": 0.302044219494837 }, { "x": 285, "y": 0.304894856934362 }, { "x": 290, "y": 0.307707499378131 }, { "x": 295, "y": 0.310483118634972 }, { "x": 300, "y": 0.313222648743934 }, { "x": 305, "y": 0.315926987953772 }, { "x": 310, "y": 0.31859700057201 }, { "x": 315, "y": 0.321233518693904 }, { "x": 320, "y": 0.323837343820675 }, { "x": 325, "y": 0.326409248375534 }, { "x": 330, "y": 0.328949977125265 }, { "x": 335, "y": 0.331460248514422 }, { "x": 340, "y": 0.333940755918603 }, { "x": 345, "y": 0.336392168822708 }, { "x": 350, "y": 0.338815133929566 }, { "x": 355, "y": 0.341210276203887 }, { "x": 360, "y": 0.343578199856068 }, { "x": 365, "y": 0.345919489270027 }, { "x": 370, "y": 0.348234709878888 }, { "x": 375, "y": 0.350524408992043 }, { "x": 380, "y": 0.352789116576838 }, { "x": 385, "y": 0.35502934599788 }, { "x": 390, "y": 0.357245594716717 }, { "x": 395, "y": 0.359438345 }, { "x": 400, "y": 0.361608064319715 }, { "x": 405, "y": 0.363755206403939 }, { "x": 410, "y": 0.365880211346391 }, { "x": 415, "y": 0.367983506370398 }, { "x": 420, "y": 0.370065506292783 }, { "x": 425, "y": 0.372126614008034 }, { "x": 430, "y": 0.374167220948725 }, { "x": 435, "y": 0.3761877075236 }, { "x": 440, "y": 0.378188443534605 }, { "x": 445, "y": 0.380169788574109 }, { "x": 450, "y": 0.382132092403421 }, { "x": 455, "y": 0.384075695 }, { "x": 460, "y": 0.386000928470119 }, { "x": 465, "y": 0.387908114240547 }, { "x": 470, "y": 0.389797566509059 }, { "x": 475, "y": 0.391669590975628 }, { "x": 480, "y": 0.39352448544244 }, { "x": 485, "y": 0.395362540087629 }, { "x": 490, "y": 0.39718403772711 }, { "x": 495, "y": 0.3989892540651 }, { "x": 500, "y": 0.400778457933951 }, { "x": 505, "y": 0.402551911523812 }, { "x": 510, "y": 0.404309870602656 }, { "x": 515, "y": 0.406052584727158 }, { "x": 520, "y": 0.407780297 }, { "x": 525, "y": 0.409493246 }, { "x": 530, "y": 0.411191663960212 }, { "x": 535, "y": 0.412875776513699 }, { "x": 540, "y": 0.414545805522187 }, { "x": 545, "y": 0.416201967244861 }, { "x": 550, "y": 0.417844472984777 }, { "x": 555, "y": 0.419473529240961 }, { "x": 560, "y": 0.421089338 }, { "x": 565, "y": 0.422692096149974 }, { "x": 570, "y": 0.424281997069234 }, { "x": 575, "y": 0.425859229303186 }, { "x": 580, "y": 0.4274239774164 }, { "x": 585, "y": 0.428976421968003 }, { "x": 590, "y": 0.430516739627987 }, { "x": 595, "y": 0.432045103289281 }, { "x": 600, "y": 0.433561682175762 } ] }, { "id": 386, "curve_id": "L8.14", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Zhu et al. (2023)", "source_detail": "Zhu, W., Liu, K., Wang, M., Nirandjan, S., and Koks, E. E.: Improved assessment of rainfall-induced railway infrastructure risk in China using empirical data, Natural Hazards, 115, 1525–1548, https://doi.org/10.1007/s11069-022-05605-3, 2023.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "datapoints_given", "mu": 6.8799999999999963, "sigma": 2.1699999999999942, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=6.880, σ=2.170, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Precipitation", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+A)", "geography": "Southwest China, China", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 5, "y": 0.007573807 }, { "x": 10, "y": 0.0174546987796065 }, { "x": 15, "y": 0.027267822 }, { "x": 20, "y": 0.036728151 }, { "x": 25, "y": 0.045786872 }, { "x": 30, "y": 0.054452443 }, { "x": 35, "y": 0.062749168 }, { "x": 40, "y": 0.070704741 }, { "x": 45, "y": 0.078346102 }, { "x": 50, "y": 0.085698094 }, { "x": 55, "y": 0.092783145 }, { "x": 60, "y": 0.09962134 }, { "x": 65, "y": 0.106230626240693 }, { "x": 70, "y": 0.112627050136602 }, { "x": 75, "y": 0.118824989442628 }, { "x": 80, "y": 0.124837363361516 }, { "x": 85, "y": 0.130675817209827 }, { "x": 90, "y": 0.136350882360303 }, { "x": 95, "y": 0.141872113804135 }, { "x": 100, "y": 0.147248208183972 }, { "x": 105, "y": 0.152487105086003 }, { "x": 110, "y": 0.157596074107637 }, { "x": 115, "y": 0.16258178988549 }, { "x": 120, "y": 0.167450396942394 }, { "x": 125, "y": 0.172207565918039 }, { "x": 130, "y": 0.176858542493444 }, { "x": 135, "y": 0.181408190104231 }, { "x": 140, "y": 0.1858610273578 }, { "x": 145, "y": 0.190221260920239 }, { "x": 150, "y": 0.194492815 }, { "x": 155, "y": 0.19867935457422 }, { "x": 160, "y": 0.202784312995293 }, { "x": 165, "y": 0.206810907392376 }, { "x": 170, "y": 0.210762159165175 }, { "x": 175, "y": 0.214640909666024 }, { "x": 180, "y": 0.218449834702069 }, { "x": 185, "y": 0.222191457576399 }, { "x": 190, "y": 0.225868160843253 }, { "x": 195, "y": 0.229482196928309 }, { "x": 200, "y": 0.233035697744672 }, { "x": 205, "y": 0.236530683417878 }, { "x": 210, "y": 0.239969070218459 }, { "x": 215, "y": 0.243352677788083 }, { "x": 220, "y": 0.246683235734458 }, { "x": 225, "y": 0.24996239 }, { "x": 230, "y": 0.253191706689061 }, { "x": 235, "y": 0.256372680524337 }, { "x": 240, "y": 0.259506736111757 }, { "x": 245, "y": 0.262595233919644 }, { "x": 250, "y": 0.26563947388812 }, { "x": 255, "y": 0.268640699073437 }, { "x": 260, "y": 0.271600099 }, { "x": 265, "y": 0.27451881285937 }, { "x": 270, "y": 0.277397932236038 }, { "x": 275, "y": 0.280238503951145 }, { "x": 280, "y": 0.283041532471126 }, { "x": 285, "y": 0.285807982240155 }, { "x": 290, "y": 0.28853877983679 }, { "x": 295, "y": 0.291234815984336 }, { "x": 300, "y": 0.293896947426849 }, { "x": 305, "y": 0.296525998681567 }, { "x": 310, "y": 0.299122763677562 }, { "x": 315, "y": 0.301688007289485 }, { "x": 320, "y": 0.304222466774489 }, { "x": 325, "y": 0.306726853119668 }, { "x": 330, "y": 0.309201852306732 }, { "x": 335, "y": 0.311648126500012 }, { "x": 340, "y": 0.314066315163399 }, { "x": 345, "y": 0.316457036111332 }, { "x": 350, "y": 0.318820886498514 }, { "x": 355, "y": 0.321158443752658 }, { "x": 360, "y": 0.323470266454203 }, { "x": 365, "y": 0.325756895166645 }, { "x": 370, "y": 0.328018853220795 }, { "x": 375, "y": 0.33025664745606 }, { "x": 380, "y": 0.332470769 }, { "x": 385, "y": 0.334661693539817 }, { "x": 390, "y": 0.336829882735059 }, { "x": 395, "y": 0.338975784 }, { "x": 400, "y": 0.341099831605649 }, { "x": 405, "y": 0.343202446847055 }, { "x": 410, "y": 0.345284038842307 }, { "x": 415, "y": 0.347345005 }, { "x": 420, "y": 0.349385730861658 }, { "x": 425, "y": 0.35140659183071 }, { "x": 430, "y": 0.3534079522962 }, { "x": 435, "y": 0.355390166674639 }, { "x": 440, "y": 0.357353579657833 }, { "x": 445, "y": 0.35929852657221 }, { "x": 450, "y": 0.361225333721437 }, { "x": 455, "y": 0.36313431871326 }, { "x": 460, "y": 0.36502579077145 }, { "x": 465, "y": 0.366900051033662 }, { "x": 470, "y": 0.368757392835981 }, { "x": 475, "y": 0.370598101984868 }, { "x": 480, "y": 0.37242245701718 }, { "x": 485, "y": 0.374230729 }, { "x": 490, "y": 0.376023184013113 }, { "x": 495, "y": 0.377800078887949 }, { "x": 500, "y": 0.379561665914738 }, { "x": 505, "y": 0.381308190807148 }, { "x": 510, "y": 0.38303989335159 }, { "x": 515, "y": 0.384757007599394 }, { "x": 520, "y": 0.38645976205114 }, { "x": 525, "y": 0.388148379833546 }, { "x": 530, "y": 0.389823078869259 }, { "x": 535, "y": 0.391484072039906 }, { "x": 540, "y": 0.393131567342719 }, { "x": 545, "y": 0.39476576804104 }, { "x": 550, "y": 0.396386872808993 }, { "x": 555, "y": 0.397995075870605 }, { "x": 560, "y": 0.399590567133615 }, { "x": 565, "y": 0.401173532318229 }, { "x": 570, "y": 0.402744153081051 }, { "x": 575, "y": 0.404302607134395 }, { "x": 580, "y": 0.405849068361201 }, { "x": 585, "y": 0.407383706925739 }, { "x": 590, "y": 0.408906689380292 }, { "x": 595, "y": 0.410418178767993 }, { "x": 600, "y": 0.411918335 } ] }, { "id": 387, "curve_id": "L8.15", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Zhu et al. (2023)", "source_detail": "Zhu, W., Liu, K., Wang, M., Nirandjan, S., and Koks, E. E.: Improved assessment of rainfall-induced railway infrastructure risk in China using empirical data, Natural Hazards, 115, 1525–1548, https://doi.org/10.1007/s11069-022-05605-3, 2023.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "datapoints_given", "mu": 6.8599999999999968, "sigma": 2.3099999999999934, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=6.860, σ=2.310, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Precipitation", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+A)", "geography": "East China, China", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 5, "y": 0.0115139758283511 }, { "x": 10, "y": 0.024253086 }, { "x": 15, "y": 0.036137588 }, { "x": 20, "y": 0.047179087 }, { "x": 25, "y": 0.057484764 }, { "x": 30, "y": 0.067155377 }, { "x": 35, "y": 0.076274558 }, { "x": 40, "y": 0.084910459 }, { "x": 45, "y": 0.093118856 }, { "x": 50, "y": 0.100945857060348 }, { "x": 55, "y": 0.108430009522905 }, { "x": 60, "y": 0.115603893810458 }, { "x": 65, "y": 0.122495324088607 }, { "x": 70, "y": 0.129128263624421 }, { "x": 75, "y": 0.135523528825604 }, { "x": 80, "y": 0.141699337433173 }, { "x": 85, "y": 0.147671740384186 }, { "x": 90, "y": 0.153454965841299 }, { "x": 95, "y": 0.159061696128287 }, { "x": 100, "y": 0.164503292829667 }, { "x": 105, "y": 0.16978998140819 }, { "x": 110, "y": 0.174931003884256 }, { "x": 115, "y": 0.179934746077228 }, { "x": 120, "y": 0.184808844404989 }, { "x": 125, "y": 0.189560276120125 }, { "x": 130, "y": 0.194195436021152 }, { "x": 135, "y": 0.198720202039878 }, { "x": 140, "y": 0.203139991617852 }, { "x": 145, "y": 0.207459810407599 }, { "x": 150, "y": 0.211684294540415 }, { "x": 155, "y": 0.21581774747154 }, { "x": 160, "y": 0.219864172230873 }, { "x": 165, "y": 0.223827299761682 }, { "x": 170, "y": 0.227710613913004 }, { "x": 175, "y": 0.231517373557042 }, { "x": 180, "y": 0.235250632226274 }, { "x": 185, "y": 0.238913255602413 }, { "x": 190, "y": 0.242507937137952 }, { "x": 195, "y": 0.246037212048607 }, { "x": 200, "y": 0.249503469879809 }, { "x": 205, "y": 0.252908965821061 }, { "x": 210, "y": 0.256255830917449 }, { "x": 215, "y": 0.259546081 }, { "x": 220, "y": 0.262781626595075 }, { "x": 225, "y": 0.265964277462573 }, { "x": 230, "y": 0.269095752591592 }, { "x": 235, "y": 0.27217768498224 }, { "x": 240, "y": 0.275211627724574 }, { "x": 245, "y": 0.278199059282072 }, { "x": 250, "y": 0.281141388336189 }, { "x": 255, "y": 0.284039958235752 }, { "x": 260, "y": 0.286896051089829 }, { "x": 265, "y": 0.28971089153838 }, { "x": 270, "y": 0.292485650231106 }, { "x": 275, "y": 0.295221447041614 }, { "x": 280, "y": 0.297919354041059 }, { "x": 285, "y": 0.300580398252887 }, { "x": 290, "y": 0.303205564208005 }, { "x": 295, "y": 0.30579579631776 }, { "x": 300, "y": 0.308352001080321 }, { "x": 305, "y": 0.310875049134507 }, { "x": 310, "y": 0.313365777173736 }, { "x": 315, "y": 0.315824989731546 }, { "x": 320, "y": 0.318253460849027 }, { "x": 325, "y": 0.320651935633564 }, { "x": 330, "y": 0.323021131717388 }, { "x": 335, "y": 0.325361740623693 }, { "x": 340, "y": 0.327674429047341 }, { "x": 345, "y": 0.329959840056585 }, { "x": 350, "y": 0.332218594221661 }, { "x": 355, "y": 0.334451290675598 }, { "x": 360, "y": 0.336658508112141 }, { "x": 365, "y": 0.338840805725268 }, { "x": 370, "y": 0.340998724094412 }, { "x": 375, "y": 0.343132786019157 }, { "x": 380, "y": 0.345243497306882 }, { "x": 385, "y": 0.347331347516533 }, { "x": 390, "y": 0.349396810661475 }, { "x": 395, "y": 0.35144034587411 }, { "x": 400, "y": 0.353462398034789 }, { "x": 405, "y": 0.355463398367301 }, { "x": 410, "y": 0.35744376500309 }, { "x": 415, "y": 0.359403903516167 }, { "x": 420, "y": 0.361344207430552 }, { "x": 425, "y": 0.363265058701944 }, { "x": 430, "y": 0.365166828175184 }, { "x": 435, "y": 0.367049876018989 }, { "x": 440, "y": 0.368914552139299 }, { "x": 445, "y": 0.370761196572517 }, { "x": 450, "y": 0.372590139859812 }, { "x": 455, "y": 0.374401703403575 }, { "x": 460, "y": 0.376196199807067 }, { "x": 465, "y": 0.377973933198202 }, { "x": 470, "y": 0.379735199538354 }, { "x": 475, "y": 0.381480286917031 }, { "x": 480, "y": 0.383209475833189 }, { "x": 485, "y": 0.384923039463906 }, { "x": 490, "y": 0.386621243921121 }, { "x": 495, "y": 0.388304348497053 }, { "x": 500, "y": 0.38997260589891 }, { "x": 505, "y": 0.391626262473456 }, { "x": 510, "y": 0.39326555842195 }, { "x": 515, "y": 0.394890728005969 }, { "x": 520, "y": 0.396501999744563 }, { "x": 525, "y": 0.3980995966032 }, { "x": 530, "y": 0.39968373617489 }, { "x": 535, "y": 0.401254631 }, { "x": 540, "y": 0.402812488002428 }, { "x": 545, "y": 0.404357510110508 }, { "x": 550, "y": 0.405889894949617 }, { "x": 555, "y": 0.407409835720139 }, { "x": 560, "y": 0.408917521 }, { "x": 565, "y": 0.410413135846171 }, { "x": 570, "y": 0.411896859994948 }, { "x": 575, "y": 0.413368869918505 }, { "x": 580, "y": 0.414829337980705 }, { "x": 585, "y": 0.416278432746724 }, { "x": 590, "y": 0.417716319095264 }, { "x": 595, "y": 0.419143158326598 }, { "x": 600, "y": 0.42055910826664 } ] }, { "id": 388, "curve_id": "L8.16", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Zhu et al. (2023)", "source_detail": "Zhu, W., Liu, K., Wang, M., Nirandjan, S., and Koks, E. E.: Improved assessment of rainfall-induced railway infrastructure risk in China using empirical data, Natural Hazards, 115, 1525–1548, https://doi.org/10.1007/s11069-022-05605-3, 2023.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "datapoints_given", "mu": 6.7099999963324981, "sigma": 2.0399999942591922, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=6.710, σ=2.040, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Precipitation", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+A)", "geography": "Central & North China, China", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 5, "y": 0.006204837 }, { "x": 10, "y": 0.0153670883338967 }, { "x": 15, "y": 0.0248963754778771 }, { "x": 20, "y": 0.034324755 }, { "x": 25, "y": 0.043509609 }, { "x": 30, "y": 0.052405735 }, { "x": 35, "y": 0.0610042373478142 }, { "x": 40, "y": 0.069311089 }, { "x": 45, "y": 0.077338417 }, { "x": 50, "y": 0.085100639 }, { "x": 55, "y": 0.092612664 }, { "x": 60, "y": 0.099889047 }, { "x": 65, "y": 0.106943605507108 }, { "x": 70, "y": 0.113789264400636 }, { "x": 75, "y": 0.120438020236476 }, { "x": 80, "y": 0.126900962981246 }, { "x": 85, "y": 0.133188326367703 }, { "x": 90, "y": 0.139309549943041 }, { "x": 95, "y": 0.145273344224998 }, { "x": 100, "y": 0.151087754437155 }, { "x": 105, "y": 0.156760220582214 }, { "x": 110, "y": 0.162297632876893 }, { "x": 115, "y": 0.167706382266345 }, { "x": 120, "y": 0.17299240610808 }, { "x": 125, "y": 0.178161229304235 }, { "x": 130, "y": 0.183218001246033 }, { "x": 135, "y": 0.188167528960828 }, { "x": 140, "y": 0.193014306846822 }, { "x": 145, "y": 0.197762543358659 }, { "x": 150, "y": 0.202416184977589 }, { "x": 155, "y": 0.206978938 }, { "x": 160, "y": 0.211454286788639 }, { "x": 165, "y": 0.215845513602591 }, { "x": 170, "y": 0.220155712090796 }, { "x": 175, "y": 0.224387802763554 }, { "x": 180, "y": 0.228544545730594 }, { "x": 185, "y": 0.232628552476455 }, { "x": 190, "y": 0.236642296568972 }, { "x": 195, "y": 0.240588123413684 }, { "x": 200, "y": 0.24446825915368 }, { "x": 205, "y": 0.248284818802795 }, { "x": 210, "y": 0.252039813689847 }, { "x": 215, "y": 0.255735158282756 }, { "x": 220, "y": 0.259372676453564 }, { "x": 225, "y": 0.26295410723855 }, { "x": 230, "y": 0.266481110141673 }, { "x": 235, "y": 0.269955270024273 }, { "x": 240, "y": 0.273378102 }, { "x": 245, "y": 0.276751053705011 }, { "x": 250, "y": 0.280075512966706 }, { "x": 255, "y": 0.283352807577555 }, { "x": 260, "y": 0.286584210519662 }, { "x": 265, "y": 0.289770942669719 }, { "x": 270, "y": 0.292914175668569 }, { "x": 275, "y": 0.296015035 }, { "x": 280, "y": 0.299074600444796 }, { "x": 285, "y": 0.302093912475728 }, { "x": 290, "y": 0.305073970355306 }, { "x": 295, "y": 0.308015736199976 }, { "x": 300, "y": 0.310920136470872 }, { "x": 305, "y": 0.313788063751426 }, { "x": 310, "y": 0.316620378413827 }, { "x": 315, "y": 0.319417910182616 }, { "x": 320, "y": 0.322181459603058 }, { "x": 325, "y": 0.324911799421222 }, { "x": 330, "y": 0.32760967588214 }, { "x": 335, "y": 0.330275809951883 }, { "x": 340, "y": 0.332910898468893 }, { "x": 345, "y": 0.33551561522949 }, { "x": 350, "y": 0.338090612 }, { "x": 355, "y": 0.340636519544145 }, { "x": 360, "y": 0.343153948416056 }, { "x": 365, "y": 0.345643489944896 }, { "x": 370, "y": 0.348105716991891 }, { "x": 375, "y": 0.35054118473625 }, { "x": 380, "y": 0.352950431408282 }, { "x": 385, "y": 0.35533397898433 }, { "x": 390, "y": 0.35769233384594 }, { "x": 395, "y": 0.360025987405455 }, { "x": 400, "y": 0.362335416700094 }, { "x": 405, "y": 0.36462108495643 }, { "x": 410, "y": 0.366883442127031 }, { "x": 415, "y": 0.369122925400914 }, { "x": 420, "y": 0.371339959689361 }, { "x": 425, "y": 0.373534958088503 }, { "x": 430, "y": 0.375708322320029 }, { "x": 435, "y": 0.377860443151252 }, { "x": 440, "y": 0.379991701 }, { "x": 445, "y": 0.382102465295283 }, { "x": 450, "y": 0.384193096885173 }, { "x": 455, "y": 0.386263946342129 }, { "x": 460, "y": 0.388315355317383 }, { "x": 465, "y": 0.39034765665478 }, { "x": 470, "y": 0.392361174695001 }, { "x": 475, "y": 0.394356225566596 }, { "x": 480, "y": 0.396333117464511 }, { "x": 485, "y": 0.398292150916758 }, { "x": 490, "y": 0.400233619039839 }, { "x": 495, "y": 0.402157807783483 }, { "x": 500, "y": 0.404064996165242 }, { "x": 505, "y": 0.405955456495455 }, { "x": 510, "y": 0.407829454593042 }, { "x": 515, "y": 0.409687249992596 }, { "x": 520, "y": 0.411529096143169 }, { "x": 525, "y": 0.413355240599187 }, { "x": 530, "y": 0.415165925203836 }, { "x": 535, "y": 0.416961386265294 }, { "x": 540, "y": 0.418741854726145 }, { "x": 545, "y": 0.420507556326281 }, { "x": 550, "y": 0.422258711759604 }, { "x": 555, "y": 0.423995536824806 }, { "x": 560, "y": 0.425718242570501 }, { "x": 565, "y": 0.427427035434953 }, { "x": 570, "y": 0.429122117380657 }, { "x": 575, "y": 0.430803686023987 }, { "x": 580, "y": 0.43247193476014 }, { "x": 585, "y": 0.434127052883569 }, { "x": 590, "y": 0.435769225704114 }, { "x": 595, "y": 0.437398634659005 }, { "x": 600, "y": 0.439015457420919 } ] }, { "id": 389, "curve_id": "L8.17", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Zhu et al. (2023)", "source_detail": "Zhu, W., Liu, K., Wang, M., Nirandjan, S., and Koks, E. E.: Improved assessment of rainfall-induced railway infrastructure risk in China using empirical data, Natural Hazards, 115, 1525–1548, https://doi.org/10.1007/s11069-022-05605-3, 2023.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "datapoints_given", "mu": 6.449999998827173, "sigma": 2.0499999979245729, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=6.450, σ=2.050, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Precipitation", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+A)", "geography": "Northeast China, China", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 5, "y": 0.009106729 }, { "x": 10, "y": 0.021529913 }, { "x": 15, "y": 0.0339747658014499 }, { "x": 20, "y": 0.045993452 }, { "x": 25, "y": 0.0574946820968182 }, { "x": 30, "y": 0.068478254 }, { "x": 35, "y": 0.078971251 }, { "x": 40, "y": 0.089008142 }, { "x": 45, "y": 0.098623809 }, { "x": 50, "y": 0.107851067406813 }, { "x": 55, "y": 0.116719892562419 }, { "x": 60, "y": 0.125257330178626 }, { "x": 65, "y": 0.13348766549651 }, { "x": 70, "y": 0.141432684865181 }, { "x": 75, "y": 0.149111953134576 }, { "x": 80, "y": 0.156543076647755 }, { "x": 85, "y": 0.163741940608611 }, { "x": 90, "y": 0.170722918247949 }, { "x": 95, "y": 0.177499052945815 }, { "x": 100, "y": 0.184082215918893 }, { "x": 105, "y": 0.190483242476001 }, { "x": 110, "y": 0.196712049766307 }, { "x": 115, "y": 0.202777738674096 }, { "x": 120, "y": 0.208688682184104 }, { "x": 125, "y": 0.214452602213827 }, { "x": 130, "y": 0.220076636609936 }, { "x": 135, "y": 0.225567397743575 }, { "x": 140, "y": 0.230931023914599 }, { "x": 145, "y": 0.236173224584841 }, { "x": 150, "y": 0.241299320300971 }, { "x": 155, "y": 0.246314278034126 }, { "x": 160, "y": 0.251222742552099 }, { "x": 165, "y": 0.256029064346808 }, { "x": 170, "y": 0.260737325 }, { "x": 175, "y": 0.265351357301114 }, { "x": 180, "y": 0.269874769640155 }, { "x": 185, "y": 0.274310959625292 }, { "x": 190, "y": 0.278663132495057 }, { "x": 195, "y": 0.282934315335077 }, { "x": 200, "y": 0.287127370345009 }, { "x": 205, "y": 0.291245006873849 }, { "x": 210, "y": 0.295289792359549 }, { "x": 215, "y": 0.299264162291661 }, { "x": 220, "y": 0.303170429300889 }, { "x": 225, "y": 0.307010791466721 }, { "x": 230, "y": 0.310787339923333 }, { "x": 235, "y": 0.314502065834471 }, { "x": 240, "y": 0.318156866799771 }, { "x": 245, "y": 0.32175355274786 }, { "x": 250, "y": 0.325293851365344 }, { "x": 255, "y": 0.328779413 }, { "x": 260, "y": 0.33221181581449 }, { "x": 265, "y": 0.335592569013165 }, { "x": 270, "y": 0.338923117859998 }, { "x": 275, "y": 0.342204846828535 }, { "x": 280, "y": 0.345439083121066 }, { "x": 285, "y": 0.348627099842079 }, { "x": 290, "y": 0.351770118951625 }, { "x": 295, "y": 0.354869314 }, { "x": 300, "y": 0.357925812778232 }, { "x": 305, "y": 0.36094069954541 }, { "x": 310, "y": 0.36391501743626 }, { "x": 315, "y": 0.366849770471396 }, { "x": 320, "y": 0.369745926 }, { "x": 325, "y": 0.372604414214584 }, { "x": 330, "y": 0.375426134521568 }, { "x": 335, "y": 0.378211952513465 }, { "x": 340, "y": 0.380962704 }, { "x": 345, "y": 0.383679195039071 }, { "x": 350, "y": 0.386362205152288 }, { "x": 355, "y": 0.389012487 }, { "x": 360, "y": 0.39163076712854 }, { "x": 365, "y": 0.394217749675833 }, { "x": 370, "y": 0.396774114670424 }, { "x": 375, "y": 0.39930052 }, { "x": 380, "y": 0.401797604181934 }, { "x": 385, "y": 0.404265983068638 }, { "x": 390, "y": 0.406706254891928 }, { "x": 395, "y": 0.409118998972115 }, { "x": 400, "y": 0.411504776901079 }, { "x": 405, "y": 0.413864133266518 }, { "x": 410, "y": 0.416197596339151 }, { "x": 415, "y": 0.418505678725159 }, { "x": 420, "y": 0.42078887798598 }, { "x": 425, "y": 0.423047677227401 }, { "x": 430, "y": 0.425282545659786 }, { "x": 435, "y": 0.427493939131129 }, { "x": 440, "y": 0.429682300634518 }, { "x": 445, "y": 0.431848060791484 }, { "x": 450, "y": 0.433991638312601 }, { "x": 455, "y": 0.436113440436634 }, { "x": 460, "y": 0.438213863349431 }, { "x": 465, "y": 0.440293292583671 }, { "x": 470, "y": 0.442352103400527 }, { "x": 475, "y": 0.444390661 }, { "x": 480, "y": 0.446409321640406 }, { "x": 485, "y": 0.448408431429193 }, { "x": 490, "y": 0.450388328183702 }, { "x": 495, "y": 0.452349340964828 }, { "x": 500, "y": 0.454291790522977 }, { "x": 505, "y": 0.456215989577423 }, { "x": 510, "y": 0.458122243083925 }, { "x": 515, "y": 0.460010848491193 }, { "x": 520, "y": 0.461882095986752 }, { "x": 525, "y": 0.463736268732751 }, { "x": 530, "y": 0.465573643092185 }, { "x": 535, "y": 0.467394488846016 }, { "x": 540, "y": 0.469199069401628 }, { "x": 545, "y": 0.47098764199302 }, { "x": 550, "y": 0.47276045787315 }, { "x": 555, "y": 0.474517762 }, { "x": 560, "y": 0.476259795708192 }, { "x": 565, "y": 0.477986791892069 }, { "x": 570, "y": 0.479698980157919 }, { "x": 575, "y": 0.48139658448826 }, { "x": 580, "y": 0.483079823892912 }, { "x": 585, "y": 0.484748912555622 }, { "x": 590, "y": 0.486404059975291 }, { "x": 595, "y": 0.488045471102038 }, { "x": 600, "y": 0.489673346468324 } ] }, { "id": 390, "curve_id": "L8.18", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Zhu et al. (2023)", "source_detail": "Zhu, W., Liu, K., Wang, M., Nirandjan, S., and Koks, E. E.: Improved assessment of rainfall-induced railway infrastructure risk in China using empirical data, Natural Hazards, 115, 1525–1548, https://doi.org/10.1007/s11069-022-05605-3, 2023.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "datapoints_given", "mu": 6.8799999999992574, "sigma": 2.8299999999986909, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=6.880, σ=2.830, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Precipitation", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+A)", "geography": "Northwest China, China", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 5, "y": 0.0312741089619603 }, { "x": 10, "y": 0.052889393 }, { "x": 15, "y": 0.070215597 }, { "x": 20, "y": 0.084948823 }, { "x": 25, "y": 0.097887391 }, { "x": 30, "y": 0.109487380391126 }, { "x": 35, "y": 0.120039636876648 }, { "x": 40, "y": 0.129743506815683 }, { "x": 45, "y": 0.138742817 }, { "x": 50, "y": 0.147145419 }, { "x": 55, "y": 0.155034654 }, { "x": 60, "y": 0.162476508 }, { "x": 65, "y": 0.169524269800396 }, { "x": 70, "y": 0.176221700239159 }, { "x": 75, "y": 0.182605249145059 }, { "x": 80, "y": 0.188705649183684 }, { "x": 85, "y": 0.194549089802954 }, { "x": 90, "y": 0.200158098445101 }, { "x": 95, "y": 0.205552213767449 }, { "x": 100, "y": 0.210748507922178 }, { "x": 105, "y": 0.215761997309293 }, { "x": 110, "y": 0.220605969593693 }, { "x": 115, "y": 0.225292246941543 }, { "x": 120, "y": 0.229831400041184 }, { "x": 125, "y": 0.234232923697954 }, { "x": 130, "y": 0.238505382103467 }, { "x": 135, "y": 0.242656529936048 }, { "x": 140, "y": 0.246693414024602 }, { "x": 145, "y": 0.250622459250998 }, { "x": 150, "y": 0.25444954157247 }, { "x": 155, "y": 0.258180050443312 }, { "x": 160, "y": 0.261818942453633 }, { "x": 165, "y": 0.265370787646023 }, { "x": 170, "y": 0.26883980969249 }, { "x": 175, "y": 0.272229920895103 }, { "x": 180, "y": 0.275544752800243 }, { "x": 185, "y": 0.278787683077972 }, { "x": 190, "y": 0.281961859206824 }, { "x": 195, "y": 0.285070219414459 }, { "x": 200, "y": 0.288115511251573 }, { "x": 205, "y": 0.29110030811671 }, { "x": 210, "y": 0.294027024000541 }, { "x": 215, "y": 0.296897926677641 }, { "x": 220, "y": 0.299715149540102 }, { "x": 225, "y": 0.302480702239316 }, { "x": 230, "y": 0.305196480278742 }, { "x": 235, "y": 0.307864273680728 }, { "x": 240, "y": 0.310485774833805 }, { "x": 245, "y": 0.313062585612736 }, { "x": 250, "y": 0.31559622385161 }, { "x": 255, "y": 0.318088129240033 }, { "x": 260, "y": 0.320539668703683 }, { "x": 265, "y": 0.322952141323006 }, { "x": 270, "y": 0.325326782837313 }, { "x": 275, "y": 0.327664769775972 }, { "x": 280, "y": 0.329967223253512 }, { "x": 285, "y": 0.332235212461283 }, { "x": 290, "y": 0.334469757884601 }, { "x": 295, "y": 0.336671834271173 }, { "x": 300, "y": 0.33884237337373 }, { "x": 305, "y": 0.340982266487391 }, { "x": 310, "y": 0.343092367 }, { "x": 315, "y": 0.345173491572594 }, { "x": 320, "y": 0.347226424162655 }, { "x": 325, "y": 0.349251915906954 }, { "x": 330, "y": 0.351250687872447 }, { "x": 335, "y": 0.353223432488134 }, { "x": 340, "y": 0.35517081506695 }, { "x": 345, "y": 0.357093475226632 }, { "x": 350, "y": 0.358992028217575 }, { "x": 355, "y": 0.360867066164962 }, { "x": 360, "y": 0.362719159231786 }, { "x": 365, "y": 0.364548856708788 }, { "x": 370, "y": 0.366356688036803 }, { "x": 375, "y": 0.368143163766529 }, { "x": 380, "y": 0.369908776460308 }, { "x": 385, "y": 0.371654002 }, { "x": 390, "y": 0.373379298085489 }, { "x": 395, "y": 0.375085109585278 }, { "x": 400, "y": 0.376771864645841 }, { "x": 405, "y": 0.378439977659275 }, { "x": 410, "y": 0.380089849434041 }, { "x": 415, "y": 0.381721867790628 }, { "x": 420, "y": 0.383336408124566 }, { "x": 425, "y": 0.384933833938922 }, { "x": 430, "y": 0.386514497348266 }, { "x": 435, "y": 0.388078739555936 }, { "x": 440, "y": 0.389626891306293 }, { "x": 445, "y": 0.391159273313541 }, { "x": 450, "y": 0.392676196668556 }, { "x": 455, "y": 0.394177963225092 }, { "x": 460, "y": 0.395664865966595 }, { "x": 465, "y": 0.397137189354807 }, { "x": 470, "y": 0.39859520966124 }, { "x": 475, "y": 0.40003919528252 }, { "x": 480, "y": 0.401469407040553 }, { "x": 485, "y": 0.402886098 }, { "x": 490, "y": 0.404289516082529 }, { "x": 495, "y": 0.405679899642681 }, { "x": 500, "y": 0.407057482399258 }, { "x": 505, "y": 0.408422491329709 }, { "x": 510, "y": 0.409775147364056 }, { "x": 515, "y": 0.411115665600291 }, { "x": 520, "y": 0.412444255510188 }, { "x": 525, "y": 0.413761121136022 }, { "x": 530, "y": 0.41506646127869 }, { "x": 535, "y": 0.416360469677682 }, { "x": 540, "y": 0.417643335183314 }, { "x": 545, "y": 0.41891524192164 }, { "x": 550, "y": 0.420176369452402 }, { "x": 555, "y": 0.421426892920375 }, { "x": 560, "y": 0.422666983200439 }, { "x": 565, "y": 0.423896807036687 }, { "x": 570, "y": 0.425116527175867 }, { "x": 575, "y": 0.426326302495429 }, { "x": 580, "y": 0.427526288126445 }, { "x": 585, "y": 0.428716635571641 }, { "x": 590, "y": 0.429897492818783 }, { "x": 595, "y": 0.431069004449624 }, { "x": 600, "y": 0.432231311744633 } ] }, { "id": 391, "curve_id": "L8.2", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "with buried tanks", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": 3.6256743304771759, "sigma": 0.84163636083324722, "method": "Curve fitting", "mu_sigma_quality": 0.992013507279296, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.626, σ=0.842, R²=0.992; Mu/sigma can be used for reconstruction (quality: 0.992); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 2.6544713E-07 }, { "x": 2, "y": 8.680653601E-05 }, { "x": 3, "y": 0.00111876490358 }, { "x": 4, "y": 0.00481462864387 }, { "x": 5, "y": 0.01234383414371 }, { "x": 6, "y": 0.02375043129605 }, { "x": 7, "y": 0.03835261983524 }, { "x": 8, "y": 0.0552460394305 }, { "x": 9, "y": 0.07359083064283 }, { "x": 10, "y": 0.09271291297572 }, { "x": 11, "y": 0.11211011341934 }, { "x": 12, "y": 0.13142435267553 }, { "x": 13, "y": 0.15040870603408 }, { "x": 14, "y": 0.16889938734859 }, { "x": 15, "y": 0.1867944103753 }, { "x": 16, "y": 0.20403787536758 }, { "x": 17, "y": 0.22060833769708 }, { "x": 18, "y": 0.23650998677675 }, { "x": 19, "y": 0.25176576393754 }, { "x": 20, "y": 0.26641187239373 }, { "x": 21, "y": 0.28049334742437 }, { "x": 22, "y": 0.29406048152328 }, { "x": 23, "y": 0.30716596758266 }, { "x": 24, "y": 0.31986265757478 }, { "x": 25, "y": 0.33220185098168 }, { "x": 26, "y": 0.34423203604198 }, { "x": 27, "y": 0.3559980128598 }, { "x": 28, "y": 0.36754033292666 }, { "x": 29, "y": 0.37889499549782 }, { "x": 30, "y": 0.3900933476415 }, { "x": 31, "y": 0.40116214143367 }, { "x": 32, "y": 0.41212370841221 }, { "x": 33, "y": 0.42299621777009 }, { "x": 34, "y": 0.43379399066452 }, { "x": 35, "y": 0.44452784832644 }, { "x": 36, "y": 0.45520547631773 }, { "x": 37, "y": 0.46583179129277 }, { "x": 38, "y": 0.47640930000579 }, { "x": 39, "y": 0.486938443112 }, { "x": 40, "y": 0.4974179186009 }, { "x": 41, "y": 0.50784498153714 }, { "x": 42, "y": 0.51821571823368 }, { "x": 43, "y": 0.52852529410268 }, { "x": 44, "y": 0.53876817527805 }, { "x": 45, "y": 0.54893832472823 }, { "x": 46, "y": 0.559029374021 }, { "x": 47, "y": 0.56903477220161 }, { "x": 48, "y": 0.5789479134301 }, { "x": 49, "y": 0.58876224512099 }, { "x": 50, "y": 0.59847135835807 }, { "x": 51, "y": 0.60806906233676 }, { "x": 52, "y": 0.61754944452999 }, { "x": 53, "y": 0.62690691819183 }, { "x": 54, "y": 0.63613625871475 }, { "x": 55, "y": 0.64523263024807 }, { "x": 56, "y": 0.65419160387259 }, { "x": 57, "y": 0.66300916851221 }, { "x": 58, "y": 0.67168173565198 }, { "x": 59, "y": 0.68020613882416 }, { "x": 60, "y": 0.68857962872169 }, { "x": 61, "y": 0.69679986470246 }, { "x": 62, "y": 0.7048649033589 }, { "x": 63, "y": 0.71277318474513 }, { "x": 64, "y": 0.72052351677923 }, { "x": 65, "y": 0.72811505826974 }, { "x": 66, "y": 0.73554730095454 }, { "x": 67, "y": 0.74282005088455 }, { "x": 68, "y": 0.74993340943583 }, { "x": 69, "y": 0.7568877541894 }, { "x": 70, "y": 0.76368371987977 }, { "x": 71, "y": 0.77032217957834 }, { "x": 72, "y": 0.77680422624833 }, { "x": 73, "y": 0.78313115478138 }, { "x": 74, "y": 0.78930444460308 }, { "x": 75, "y": 0.79532574291505 }, { "x": 76, "y": 0.80119684862416 }, { "x": 77, "y": 0.80691969699456 }, { "x": 78, "y": 0.81249634504625 }, { "x": 79, "y": 0.81792895771285 }, { "x": 80, "y": 0.82321979476265 }, { "x": 81, "y": 0.82837119847961 }, { "x": 82, "y": 0.83338558209472 }, { "x": 83, "y": 0.83826541895328 }, { "x": 84, "y": 0.84301323239959 }, { "x": 85, "y": 0.84763158635736 }, { "x": 86, "y": 0.85212307658177 }, { "x": 87, "y": 0.85649032255716 }, { "x": 88, "y": 0.86073596001325 }, { "x": 89, "y": 0.86486263403173 }, { "x": 90, "y": 0.8688729927148 }, { "x": 91, "y": 0.87276968138696 }, { "x": 92, "y": 0.87655533730155 }, { "x": 93, "y": 0.88023258482405 }, { "x": 94, "y": 0.88380403106424 }, { "x": 95, "y": 0.88727226193056 }, { "x": 96, "y": 0.89063983858035 }, { "x": 97, "y": 0.89390929424081 }, { "x": 98, "y": 0.89708313137627 }, { "x": 99, "y": 0.90016381917842 }, { "x": 100, "y": 0.90315379135726 }, { "x": 101, "y": 0.90605544421145 }, { "x": 102, "y": 0.90887113495765 }, { "x": 103, "y": 0.91160318029986 }, { "x": 104, "y": 0.91425385522039 }, { "x": 105, "y": 0.91682539197528 }, { "x": 106, "y": 0.91931997927795 }, { "x": 107, "y": 0.92173976165583 }, { "x": 108, "y": 0.92408683896551 }, { "x": 109, "y": 0.92636326605301 }, { "x": 110, "y": 0.9285710525465 }, { "x": 111, "y": 0.93071216276964 }, { "x": 112, "y": 0.9327885157645 }, { "x": 113, "y": 0.93480198541376 }, { "x": 114, "y": 0.93675440065257 }, { "x": 115, "y": 0.93864754576115 }, { "x": 116, "y": 0.94048316072982 }, { "x": 117, "y": 0.94226294168873 }, { "x": 118, "y": 0.94398854139518 }, { "x": 119, "y": 0.94566156977189 }, { "x": 120, "y": 0.94728359449012 }, { "x": 121, "y": 0.94885614159203 }, { "x": 122, "y": 0.95038069614694 }, { "x": 123, "y": 0.9518587029369 }, { "x": 124, "y": 0.95329156716702 }, { "x": 125, "y": 0.95468065519656 } ] }, { "id": 392, "curve_id": "L9.1", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Runways", "ci_detail": "Paved", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": 1.9864877838091597, "sigma": 1.1613703992793309, "method": "Curve fitting", "mu_sigma_quality": 0.99753988704646, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.986, σ=1.161, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.02407794847452 }, { "x": 2, "y": 0.13942363770192 }, { "x": 3, "y": 0.25212760439411 }, { "x": 4, "y": 0.33430302553547 }, { "x": 5, "y": 0.39592648769084 }, { "x": 6, "y": 0.44629112077166 }, { "x": 7, "y": 0.49013038074398 }, { "x": 8, "y": 0.529479668783 }, { "x": 9, "y": 0.56518030450242 }, { "x": 10, "y": 0.59762924280634 }, { "x": 11, "y": 0.62709047979251 }, { "x": 12, "y": 0.65380409129046 }, { "x": 13, "y": 0.67801322915274 }, { "x": 14, "y": 0.69996265314076 }, { "x": 15, "y": 0.71989041910928 }, { "x": 16, "y": 0.73802034966357 }, { "x": 17, "y": 0.75455723814304 }, { "x": 18, "y": 0.76968468086736 }, { "x": 19, "y": 0.78356485824125 }, { "x": 20, "y": 0.79633956345116 }, { "x": 21, "y": 0.80813192355303 }, { "x": 22, "y": 0.81904842431433 }, { "x": 23, "y": 0.82918098906934 }, { "x": 24, "y": 0.83860896393798 }, { "x": 25, "y": 0.84740093143862 }, { "x": 26, "y": 0.85561631946881 }, { "x": 27, "y": 0.86330680005776 }, { "x": 28, "y": 0.87051748792446 }, { "x": 29, "y": 0.87728795686934 }, { "x": 30, "y": 0.88365309526717 }, { "x": 31, "y": 0.88964382234532 }, { "x": 32, "y": 0.89528768577555 }, { "x": 33, "y": 0.90060935916988 }, { "x": 34, "y": 0.90563105583366 }, { "x": 35, "y": 0.91037287287301 }, { "x": 36, "y": 0.91485307763375 }, { "x": 37, "y": 0.91908834653784 }, { "x": 38, "y": 0.92309396470977 }, { "x": 39, "y": 0.92688399334606 }, { "x": 40, "y": 0.93047141056201 }, { "x": 41, "y": 0.93386823042773 }, { "x": 42, "y": 0.93708560405458 }, { "x": 43, "y": 0.94013390589072 }, { "x": 44, "y": 0.94302280780542 }, { "x": 45, "y": 0.94576134306796 }, { "x": 46, "y": 0.94835796193907 }, { "x": 47, "y": 0.95082058027681 }, { "x": 48, "y": 0.95315662230156 }, { "x": 49, "y": 0.95537305845509 }, { "x": 50, "y": 0.95747643911914 }, { "x": 51, "y": 0.95947292482061 }, { "x": 52, "y": 0.96136831343825 }, { "x": 53, "y": 0.96316806483515 }, { "x": 54, "y": 0.96487732326714 }, { "x": 55, "y": 0.96650093785728 }, { "x": 56, "y": 0.9680434813779 }, { "x": 57, "y": 0.96950926754181 }, { "x": 58, "y": 0.97090236697211 }, { "x": 59, "y": 0.97222662199327 }, { "x": 60, "y": 0.973485660365 }, { "x": 61, "y": 0.97468290806223 }, { "x": 62, "y": 0.97582160119032 }, { "x": 63, "y": 0.9769047971123 }, { "x": 64, "y": 0.97793538485524 }, { "x": 65, "y": 0.97891609485437 }, { "x": 66, "y": 0.9798495080868 }, { "x": 67, "y": 0.98073806464074 }, { "x": 68, "y": 0.98158407176153 }, { "x": 69, "y": 0.98238971141113 }, { "x": 70, "y": 0.98315704737477 }, { "x": 71, "y": 0.9838880319448 }, { "x": 72, "y": 0.98458451220973 }, { "x": 73, "y": 0.98524823597367 }, { "x": 74, "y": 0.98588085732951 }, { "x": 75, "y": 0.98648394190767 }, { "x": 76, "y": 0.98705897182004 }, { "x": 77, "y": 0.98760735031805 }, { "x": 78, "y": 0.98813040618183 }, { "x": 79, "y": 0.98862939785683 }, { "x": 80, "y": 0.98910551735274 }, { "x": 81, "y": 0.98955989391895 }, { "x": 82, "y": 0.98999359750967 }, { "x": 83, "y": 0.99040764205109 }, { "x": 84, "y": 0.99080298852213 }, { "x": 85, "y": 0.99118054785977 }, { "x": 86, "y": 0.99154118369917 }, { "x": 87, "y": 0.99188571495813 }, { "x": 88, "y": 0.99221491827501 }, { "x": 89, "y": 0.99252953030863 }, { "x": 90, "y": 0.99283024990812 }, { "x": 91, "y": 0.99311774016024 }, { "x": 92, "y": 0.99339263032133 }, { "x": 93, "y": 0.99365551764049 }, { "x": 94, "y": 0.99390696908036 }, { "x": 95, "y": 0.99414752294136 }, { "x": 96, "y": 0.99437769039488 }, { "x": 97, "y": 0.99459795693091 }, { "x": 98, "y": 0.99480878372475 }, { "x": 99, "y": 0.99501060892771 }, { "x": 100, "y": 0.99520384888594 }, { "x": 101, "y": 0.99538889929174 }, { "x": 102, "y": 0.99556613627103 }, { "x": 103, "y": 0.99573591741084 }, { "x": 104, "y": 0.99589858272999 }, { "x": 105, "y": 0.99605445559651 }, { "x": 106, "y": 0.9962038435946 }, { "x": 107, "y": 0.9963470393441 }, { "x": 108, "y": 0.99648432127525 }, { "x": 109, "y": 0.99661595436113 }, { "x": 110, "y": 0.99674219081025 }, { "x": 111, "y": 0.99686327072166 }, { "x": 112, "y": 0.99697942270444 }, { "x": 113, "y": 0.99709086446389 }, { "x": 114, "y": 0.99719780335607 }, { "x": 115, "y": 0.99730043691253 }, { "x": 116, "y": 0.99739895333697 }, { "x": 117, "y": 0.99749353197535 }, { "x": 118, "y": 0.9975843437609 }, { "x": 119, "y": 0.99767155163551 }, { "x": 120, "y": 0.99775531094879 }, { "x": 121, "y": 0.99783576983597 }, { "x": 122, "y": 0.99791306957593 }, { "x": 123, "y": 0.9979873449304 }, { "x": 124, "y": 0.99805872446531 }, { "x": 125, "y": 0.99812733085543 } ] }, { "id": 393, "curve_id": "L9.2", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "with buried tanks", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "median_dispersion", "mu": 3.6256743304771759, "sigma": 0.84163636083324722, "method": "Curve fitting", "mu_sigma_quality": 0.992013507279296, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.626, σ=0.842, R²=0.992; Mu/sigma can be used for reconstruction (quality: 0.992); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 2.6544713E-07 }, { "x": 2, "y": 8.680653601E-05 }, { "x": 3, "y": 0.00111876490358 }, { "x": 4, "y": 0.00481462864387 }, { "x": 5, "y": 0.01234383414371 }, { "x": 6, "y": 0.02375043129605 }, { "x": 7, "y": 0.03835261983524 }, { "x": 8, "y": 0.0552460394305 }, { "x": 9, "y": 0.07359083064283 }, { "x": 10, "y": 0.09271291297572 }, { "x": 11, "y": 0.11211011341934 }, { "x": 12, "y": 0.13142435267553 }, { "x": 13, "y": 0.15040870603408 }, { "x": 14, "y": 0.16889938734859 }, { "x": 15, "y": 0.1867944103753 }, { "x": 16, "y": 0.20403787536758 }, { "x": 17, "y": 0.22060833769708 }, { "x": 18, "y": 0.23650998677675 }, { "x": 19, "y": 0.25176576393754 }, { "x": 20, "y": 0.26641187239373 }, { "x": 21, "y": 0.28049334742437 }, { "x": 22, "y": 0.29406048152328 }, { "x": 23, "y": 0.30716596758266 }, { "x": 24, "y": 0.31986265757478 }, { "x": 25, "y": 0.33220185098168 }, { "x": 26, "y": 0.34423203604198 }, { "x": 27, "y": 0.3559980128598 }, { "x": 28, "y": 0.36754033292666 }, { "x": 29, "y": 0.37889499549782 }, { "x": 30, "y": 0.3900933476415 }, { "x": 31, "y": 0.40116214143367 }, { "x": 32, "y": 0.41212370841221 }, { "x": 33, "y": 0.42299621777009 }, { "x": 34, "y": 0.43379399066452 }, { "x": 35, "y": 0.44452784832644 }, { "x": 36, "y": 0.45520547631773 }, { "x": 37, "y": 0.46583179129277 }, { "x": 38, "y": 0.47640930000579 }, { "x": 39, "y": 0.486938443112 }, { "x": 40, "y": 0.4974179186009 }, { "x": 41, "y": 0.50784498153714 }, { "x": 42, "y": 0.51821571823368 }, { "x": 43, "y": 0.52852529410268 }, { "x": 44, "y": 0.53876817527805 }, { "x": 45, "y": 0.54893832472823 }, { "x": 46, "y": 0.559029374021 }, { "x": 47, "y": 0.56903477220161 }, { "x": 48, "y": 0.5789479134301 }, { "x": 49, "y": 0.58876224512099 }, { "x": 50, "y": 0.59847135835807 }, { "x": 51, "y": 0.60806906233676 }, { "x": 52, "y": 0.61754944452999 }, { "x": 53, "y": 0.62690691819183 }, { "x": 54, "y": 0.63613625871475 }, { "x": 55, "y": 0.64523263024807 }, { "x": 56, "y": 0.65419160387259 }, { "x": 57, "y": 0.66300916851221 }, { "x": 58, "y": 0.67168173565198 }, { "x": 59, "y": 0.68020613882416 }, { "x": 60, "y": 0.68857962872169 }, { "x": 61, "y": 0.69679986470246 }, { "x": 62, "y": 0.7048649033589 }, { "x": 63, "y": 0.71277318474513 }, { "x": 64, "y": 0.72052351677923 }, { "x": 65, "y": 0.72811505826974 }, { "x": 66, "y": 0.73554730095454 }, { "x": 67, "y": 0.74282005088455 }, { "x": 68, "y": 0.74993340943583 }, { "x": 69, "y": 0.7568877541894 }, { "x": 70, "y": 0.76368371987977 }, { "x": 71, "y": 0.77032217957834 }, { "x": 72, "y": 0.77680422624833 }, { "x": 73, "y": 0.78313115478138 }, { "x": 74, "y": 0.78930444460308 }, { "x": 75, "y": 0.79532574291505 }, { "x": 76, "y": 0.80119684862416 }, { "x": 77, "y": 0.80691969699456 }, { "x": 78, "y": 0.81249634504625 }, { "x": 79, "y": 0.81792895771285 }, { "x": 80, "y": 0.82321979476265 }, { "x": 81, "y": 0.82837119847961 }, { "x": 82, "y": 0.83338558209472 }, { "x": 83, "y": 0.83826541895328 }, { "x": 84, "y": 0.84301323239959 }, { "x": 85, "y": 0.84763158635736 }, { "x": 86, "y": 0.85212307658177 }, { "x": 87, "y": 0.85649032255716 }, { "x": 88, "y": 0.86073596001325 }, { "x": 89, "y": 0.86486263403173 }, { "x": 90, "y": 0.8688729927148 }, { "x": 91, "y": 0.87276968138696 }, { "x": 92, "y": 0.87655533730155 }, { "x": 93, "y": 0.88023258482405 }, { "x": 94, "y": 0.88380403106424 }, { "x": 95, "y": 0.88727226193056 }, { "x": 96, "y": 0.89063983858035 }, { "x": 97, "y": 0.89390929424081 }, { "x": 98, "y": 0.89708313137627 }, { "x": 99, "y": 0.90016381917842 }, { "x": 100, "y": 0.90315379135726 }, { "x": 101, "y": 0.90605544421145 }, { "x": 102, "y": 0.90887113495765 }, { "x": 103, "y": 0.91160318029986 }, { "x": 104, "y": 0.91425385522039 }, { "x": 105, "y": 0.91682539197528 }, { "x": 106, "y": 0.91931997927795 }, { "x": 107, "y": 0.92173976165583 }, { "x": 108, "y": 0.92408683896551 }, { "x": 109, "y": 0.92636326605301 }, { "x": 110, "y": 0.9285710525465 }, { "x": 111, "y": 0.93071216276964 }, { "x": 112, "y": 0.9327885157645 }, { "x": 113, "y": 0.93480198541376 }, { "x": 114, "y": 0.93675440065257 }, { "x": 115, "y": 0.93864754576115 }, { "x": 116, "y": 0.94048316072982 }, { "x": 117, "y": 0.94226294168873 }, { "x": 118, "y": 0.94398854139518 }, { "x": 119, "y": 0.94566156977189 }, { "x": 120, "y": 0.94728359449012 }, { "x": 121, "y": 0.94885614159203 }, { "x": 122, "y": 0.95038069614694 }, { "x": 123, "y": 0.9518587029369 }, { "x": 124, "y": 0.95329156716702 }, { "x": 125, "y": 0.95468065519656 } ] }, { "id": 394, "curve_id": "W1.1", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbines", "ci_detail": "1-MW capacity, 40-m hub height; fixed in the base; blades in feathered position minimizing the drag force", "source_type": "Peer-reviewed", "source_abbrev": "Jaimes et al. (2019)", "source_detail": "Jaimes, M. A., García-Soto, A. D., Martín del Campo, J. O., and Pozos-Estrada, A.: Probabilistic risk assessment on wind turbine towers subjected to cyclone-induced wind loads, Wind Energy, 23, 528–546, https://doi.org/10.1002/we.2436, 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "datapoints_given", "mu": 3.9798925110237917, "sigma": 0.0669787167679064, "method": "Curve fitting", "mu_sigma_quality": 0.99991743555537937, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.980, σ=0.067, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Wind", "num_points": 86, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 2E-13 }, { "x": 33, "y": 1.528E-11 }, { "x": 34, "y": 6.8586E-10 }, { "x": 35, "y": 1.870221E-08 }, { "x": 36, "y": 3.2291793E-07 }, { "x": 37, "y": 3.66707044E-06 }, { "x": 38, "y": 2.836959502E-05 }, { "x": 39, "y": 0.00015452895878 }, { "x": 40, "y": 0.00061147656616 }, { "x": 41, "y": 0.00181211870613 }, { "x": 42, "y": 0.00414967667394 }, { "x": 43, "y": 0.00760295503096 }, { "x": 44, "y": 0.01162929538533 }, { "x": 45, "y": 0.01577658345947 }, { "x": 46, "y": 0.0209534208234 }, { "x": 47, "y": 0.03089467546836 }, { "x": 48, "y": 0.05268080392434 }, { "x": 49, "y": 0.09441160137804 }, { "x": 50, "y": 0.15985014174341 }, { "x": 51, "y": 0.24473423392814 }, { "x": 52, "y": 0.34013507142214 }, { "x": 53, "y": 0.43971671497886 }, { "x": 54, "y": 0.54196758639417 }, { "x": 55, "y": 0.64551794926604 }, { "x": 56, "y": 0.74456214449088 }, { "x": 57, "y": 0.8302111723287 }, { "x": 58, "y": 0.8958684979267 }, { "x": 59, "y": 0.94064940979514 }, { "x": 60, "y": 0.96830399075676 }, { "x": 61, "y": 0.98407738701264 }, { "x": 62, "y": 0.99248893712615 }, { "x": 63, "y": 0.99668882960091 }, { "x": 64, "y": 0.99864203377382 }, { "x": 65, "y": 0.99948317051718 }, { "x": 66, "y": 0.99981751685323 }, { "x": 67, "y": 0.99994015160333 }, { "x": 68, "y": 0.99998172948437 }, { "x": 69, "y": 0.99999479519188 }, { "x": 70, "y": 0.99999861273369 }, { "x": 71, "y": 0.99999965313192 }, { "x": 72, "y": 0.99999991842744 }, { "x": 73, "y": 0.99999998191193 }, { "x": 74, "y": 0.99999999620891 }, { "x": 75, "y": 0.9999999992472 }, { "x": 76, "y": 0.99999999985806 }, { "x": 77, "y": 0.99999999997453 }, { "x": 78, "y": 0.99999999999564 }, { "x": 79, "y": 0.99999999999929 }, { "x": 80, "y": 0.99999999999989 }, { "x": 81, "y": 0.99999999999998 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 } ] }, { "id": 395, "curve_id": "W1.2", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbines", "ci_detail": "2.5-MW capacity, 80-m hub height; fixed in the base; blades in feathered position minimizing the drag force", "source_type": "Peer-reviewed", "source_abbrev": "Jaimes et al. (2019)", "source_detail": "Jaimes, M. A., García-Soto, A. D., Martín del Campo, J. O., and Pozos-Estrada, A.: Probabilistic risk assessment on wind turbine towers subjected to cyclone-induced wind loads, Wind Energy, 23, 528–546, https://doi.org/10.1002/we.2436, 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "datapoints_given", "mu": 3.8517856138262947, "sigma": 0.10692495073951652, "method": "Curve fitting", "mu_sigma_quality": 0.99863848374433584, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.852, σ=0.107, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Wind", "num_points": 86, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 2E-14 }, { "x": 29, "y": 1.78E-12 }, { "x": 30, "y": 1.119E-10 }, { "x": 31, "y": 4.12896E-09 }, { "x": 32, "y": 9.372791E-08 }, { "x": 33, "y": 1.36817949E-06 }, { "x": 34, "y": 1.338544876E-05 }, { "x": 35, "y": 9.141464462E-05 }, { "x": 36, "y": 0.00045523424829 }, { "x": 37, "y": 0.00173996293032 }, { "x": 38, "y": 0.00542381382919 }, { "x": 39, "y": 0.01463298279375 }, { "x": 40, "y": 0.03531115819547 }, { "x": 41, "y": 0.07580728772315 }, { "x": 42, "y": 0.14157623603287 }, { "x": 43, "y": 0.22711942967931 }, { "x": 44, "y": 0.31524871721457 }, { "x": 45, "y": 0.38858979323005 }, { "x": 46, "y": 0.44206517884426 }, { "x": 47, "y": 0.48386462668028 }, { "x": 48, "y": 0.52794591056767 }, { "x": 49, "y": 0.58591882159351 }, { "x": 50, "y": 0.66083572084938 }, { "x": 51, "y": 0.74520885222996 }, { "x": 52, "y": 0.82564067515187 }, { "x": 53, "y": 0.89094927939294 }, { "x": 54, "y": 0.93708175966675 }, { "x": 55, "y": 0.96620050677297 }, { "x": 56, "y": 0.9830202850694 }, { "x": 57, "y": 0.99203291286689 }, { "x": 58, "y": 0.99652257838435 }, { "x": 59, "y": 0.99859323219295 }, { "x": 60, "y": 0.99947339725095 }, { "x": 61, "y": 0.99981752250627 }, { "x": 62, "y": 0.99994136212841 }, { "x": 63, "y": 0.99998248155879 }, { "x": 64, "y": 0.99999512014679 }, { "x": 65, "y": 0.99999872885675 }, { "x": 66, "y": 0.99999968945227 }, { "x": 67, "y": 0.99999992864183 }, { "x": 68, "y": 0.99999998453561 }, { "x": 69, "y": 0.99999999683086 }, { "x": 70, "y": 0.9999999993843 }, { "x": 71, "y": 0.99999999988633 }, { "x": 72, "y": 0.99999999998001 }, { "x": 73, "y": 0.99999999999664 }, { "x": 74, "y": 0.99999999999946 }, { "x": 75, "y": 0.99999999999992 }, { "x": 76, "y": 0.99999999999999 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 } ] }, { "id": 396, "curve_id": "W1.3", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbines", "ci_detail": "3.3-MW capacity, 100-m hub height; fixed in the base; blades in feathered position minimizing the drag force", "source_type": "Peer-reviewed", "source_abbrev": "Jaimes et al. (2019)", "source_detail": "Jaimes, M. A., García-Soto, A. D., Martín del Campo, J. O., and Pozos-Estrada, A.: Probabilistic risk assessment on wind turbine towers subjected to cyclone-induced wind loads, Wind Energy, 23, 528–546, https://doi.org/10.1002/we.2436, 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "datapoints_given", "mu": 3.7982735473653584, "sigma": 0.0935083641903995, "method": "Curve fitting", "mu_sigma_quality": 0.99978054037853892, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.798, σ=0.094, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Wind", "num_points": 86, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 7E-14 }, { "x": 27, "y": 6.68E-12 }, { "x": 28, "y": 3.7447E-10 }, { "x": 29, "y": 1.228238E-08 }, { "x": 30, "y": 2.4820145E-07 }, { "x": 31, "y": 3.23693823E-06 }, { "x": 32, "y": 2.841751445E-05 }, { "x": 33, "y": 0.00017466279774 }, { "x": 34, "y": 0.00078085203037 }, { "x": 35, "y": 0.00264412037468 }, { "x": 36, "y": 0.00711772469212 }, { "x": 37, "y": 0.01618727363411 }, { "x": 38, "y": 0.03318682056583 }, { "x": 39, "y": 0.0638735682247 }, { "x": 40, "y": 0.11506007285493 }, { "x": 41, "y": 0.18889694304444 }, { "x": 42, "y": 0.27773480535888 }, { "x": 43, "y": 0.3678510462272 }, { "x": 44, "y": 0.45032798254999 }, { "x": 45, "y": 0.52672699031216 }, { "x": 46, "y": 0.6039996138721 }, { "x": 47, "y": 0.68566788086135 }, { "x": 48, "y": 0.76772839877512 }, { "x": 49, "y": 0.84159457011926 }, { "x": 50, "y": 0.90018126874457 }, { "x": 51, "y": 0.94148662365824 }, { "x": 52, "y": 0.96787323258906 }, { "x": 53, "y": 0.98342807041713 }, { "x": 54, "y": 0.99197766301162 }, { "x": 55, "y": 0.99636637447517 }, { "x": 56, "y": 0.99846404257588 }, { "x": 57, "y": 0.99939465034395 }, { "x": 58, "y": 0.99977740506414 }, { "x": 59, "y": 0.99992349413844 }, { "x": 60, "y": 0.99997536190533 }, { "x": 61, "y": 0.99999254524367 }, { "x": 62, "y": 0.99999787487797 }, { "x": 63, "y": 0.9999994276613 }, { "x": 64, "y": 0.99999985398406 }, { "x": 65, "y": 0.99999996462141 }, { "x": 66, "y": 0.99999999183902 }, { "x": 67, "y": 0.9999999982035 }, { "x": 68, "y": 0.99999999962176 }, { "x": 69, "y": 0.99999999992367 }, { "x": 70, "y": 0.99999999998521 }, { "x": 71, "y": 0.99999999999724 }, { "x": 72, "y": 0.9999999999995 }, { "x": 73, "y": 0.99999999999991 }, { "x": 74, "y": 0.99999999999999 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 } ] }, { "id": 397, "curve_id": "W21.10", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "School", "ci_detail": "Wooden roof structure", "source_type": "Peer-reviewed", "source_abbrev": "Acosta (2022)", "source_detail": "Acosta, T. S.: Risk assessment of low-rise educational buildings with wooden roof structures against severe wind loadings, Journal of Asian Architecture and Building Engineering, 21, 973–985, https://doi.org/10.1080/13467581.2021.1909596, 2022.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "Upper Bound", "source_data_type": "formula_available", "mu": 4.2188960161084417, "sigma": 0.246179812704687, "method": "Curve fitting", "mu_sigma_quality": 0.99629309115011411, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.219, σ=0.246, R²=0.996; Mu/sigma can be used for reconstruction (quality: 0.996); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "3s gust wind speed at 10 m height", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E)", "geography": "Philippines", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0.006 }, { "x": 8, "y": 0.007 }, { "x": 9, "y": 0.008 }, { "x": 10, "y": 0.009 }, { "x": 11, "y": 0.01 }, { "x": 12, "y": 0.01 }, { "x": 13, "y": 0.011 }, { "x": 14, "y": 0.012 }, { "x": 15, "y": 0.012 }, { "x": 16, "y": 0.013 }, { "x": 17, "y": 0.014 }, { "x": 18, "y": 0.014 }, { "x": 19, "y": 0.015 }, { "x": 20, "y": 0.015 }, { "x": 21, "y": 0.016 }, { "x": 22, "y": 0.016 }, { "x": 23, "y": 0.016 }, { "x": 24, "y": 0.017 }, { "x": 25, "y": 0.017 }, { "x": 26, "y": 0.018 }, { "x": 27, "y": 0.018 }, { "x": 28, "y": 0.019 }, { "x": 29, "y": 0.02 }, { "x": 30, "y": 0.02 }, { "x": 31, "y": 0.023 }, { "x": 32, "y": 0.026 }, { "x": 33, "y": 0.029 }, { "x": 34, "y": 0.032 }, { "x": 35, "y": 0.035 }, { "x": 36, "y": 0.038 }, { "x": 37, "y": 0.04 }, { "x": 38, "y": 0.043 }, { "x": 39, "y": 0.045 }, { "x": 40, "y": 0.047 }, { "x": 41, "y": 0.049 }, { "x": 42, "y": 0.052 }, { "x": 43, "y": 0.056 }, { "x": 44, "y": 0.061 }, { "x": 45, "y": 0.066 }, { "x": 46, "y": 0.071 }, { "x": 47, "y": 0.076 }, { "x": 48, "y": 0.081 }, { "x": 49, "y": 0.088 }, { "x": 50, "y": 0.1 }, { "x": 51, "y": 0.111 }, { "x": 52, "y": 0.123 }, { "x": 53, "y": 0.134 }, { "x": 54, "y": 0.145 }, { "x": 55, "y": 0.168 }, { "x": 56, "y": 0.192 }, { "x": 57, "y": 0.216 }, { "x": 58, "y": 0.24 }, { "x": 59, "y": 0.265 }, { "x": 60, "y": 0.292 }, { "x": 61, "y": 0.319 }, { "x": 62, "y": 0.345 }, { "x": 63, "y": 0.372 }, { "x": 64, "y": 0.398 }, { "x": 65, "y": 0.425 }, { "x": 66, "y": 0.451 }, { "x": 67, "y": 0.477 }, { "x": 68, "y": 0.502 }, { "x": 69, "y": 0.527 }, { "x": 70, "y": 0.552 }, { "x": 71, "y": 0.576 }, { "x": 72, "y": 0.604 }, { "x": 73, "y": 0.637 }, { "x": 74, "y": 0.669 }, { "x": 75, "y": 0.69 }, { "x": 76, "y": 0.708 }, { "x": 77, "y": 0.726 }, { "x": 78, "y": 0.743 }, { "x": 79, "y": 0.759 }, { "x": 80, "y": 0.775 }, { "x": 81, "y": 0.786 }, { "x": 82, "y": 0.794 }, { "x": 83, "y": 0.802 }, { "x": 84, "y": 0.81 }, { "x": 85, "y": 0.818 }, { "x": 86, "y": 0.827 }, { "x": 87, "y": 0.836 }, { "x": 88, "y": 0.845 }, { "x": 89, "y": 0.854 }, { "x": 90, "y": 0.863 }, { "x": 91, "y": 0.869 }, { "x": 92, "y": 0.874 }, { "x": 93, "y": 0.88 }, { "x": 94, "y": 0.883 }, { "x": 95, "y": 0.884 }, { "x": 96, "y": 0.884 }, { "x": 97, "y": 0.885 }, { "x": 98, "y": 0.886 }, { "x": 99, "y": 0.887 }, { "x": 100, "y": 0.889 } ] }, { "id": 398, "curve_id": "W1.10", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Coal-fired power generator", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Watson & Etemadi (2020)", "source_detail": "Watson, E. B. and Etemadi, A. H.: Modeling Electrical Grid Resilience under Hurricane Wind Conditions with Increased Solar and Wind Power Generation, IEEE Transactions on Power Systems, 35, 929–937, https://doi.org/10.1109/TPWRS.2019.2942279, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Wind damage", "source_data_type": "figure_given", "mu": 4.2623144027615281, "sigma": 0.13135875497863017, "method": "Curve fitting", "mu_sigma_quality": 0.99989754042015422, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.262, σ=0.131, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Wind", "num_points": 99, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0.001 }, { "x": 51, "y": 0.004 }, { "x": 52, "y": 0.008 }, { "x": 53, "y": 0.011 }, { "x": 54, "y": 0.018 }, { "x": 55, "y": 0.029 }, { "x": 56, "y": 0.039 }, { "x": 57, "y": 0.05 }, { "x": 58, "y": 0.066 }, { "x": 59, "y": 0.085 }, { "x": 60, "y": 0.107 }, { "x": 61, "y": 0.132 }, { "x": 62, "y": 0.158 }, { "x": 63, "y": 0.184 }, { "x": 64, "y": 0.21 }, { "x": 65, "y": 0.253 }, { "x": 66, "y": 0.294 }, { "x": 67, "y": 0.335 }, { "x": 68, "y": 0.372 }, { "x": 69, "y": 0.414 }, { "x": 70, "y": 0.456 }, { "x": 71, "y": 0.495 }, { "x": 72, "y": 0.538 }, { "x": 73, "y": 0.581 }, { "x": 74, "y": 0.621 }, { "x": 75, "y": 0.66 }, { "x": 76, "y": 0.696 }, { "x": 77, "y": 0.73 }, { "x": 78, "y": 0.755 }, { "x": 79, "y": 0.784 }, { "x": 80, "y": 0.812 }, { "x": 81, "y": 0.847 }, { "x": 82, "y": 0.866 }, { "x": 83, "y": 0.884 }, { "x": 84, "y": 0.903 }, { "x": 85, "y": 0.929 }, { "x": 86, "y": 0.939 }, { "x": 87, "y": 0.948 }, { "x": 88, "y": 0.957 }, { "x": 89, "y": 0.965 }, { "x": 90, "y": 0.973 }, { "x": 91, "y": 0.976 }, { "x": 92, "y": 0.98 }, { "x": 93, "y": 0.984 }, { "x": 94, "y": 0.988 }, { "x": 95, "y": 0.992 }, { "x": 96, "y": 0.996 }, { "x": 97, "y": 0.998 }, { "x": 98, "y": 1 } ] }, { "id": 399, "curve_id": "W1.11", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Gas-fired power generator", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Watson & Etemadi (2020)", "source_detail": "Watson, E. B. and Etemadi, A. H.: Modeling Electrical Grid Resilience under Hurricane Wind Conditions with Increased Solar and Wind Power Generation, IEEE Transactions on Power Systems, 35, 929–937, https://doi.org/10.1109/TPWRS.2019.2942279, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Wind damage", "source_data_type": "figure_given", "mu": 4.3847824803894682, "sigma": 0.12346315212604386, "method": "Curve fitting", "mu_sigma_quality": 0.99981426318760269, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.385, σ=0.123, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Wind", "num_points": 104, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0 }, { "x": 51, "y": 0 }, { "x": 52, "y": 0 }, { "x": 53, "y": 0 }, { "x": 54, "y": 0 }, { "x": 55, "y": 0 }, { "x": 56, "y": 0 }, { "x": 57, "y": 0 }, { "x": 58, "y": 0 }, { "x": 59, "y": 0 }, { "x": 60, "y": 0.006 }, { "x": 61, "y": 0.012 }, { "x": 62, "y": 0.017 }, { "x": 63, "y": 0.026 }, { "x": 64, "y": 0.037 }, { "x": 65, "y": 0.047 }, { "x": 66, "y": 0.058 }, { "x": 67, "y": 0.069 }, { "x": 68, "y": 0.089 }, { "x": 69, "y": 0.113 }, { "x": 70, "y": 0.137 }, { "x": 71, "y": 0.162 }, { "x": 72, "y": 0.186 }, { "x": 73, "y": 0.221 }, { "x": 74, "y": 0.26 }, { "x": 75, "y": 0.298 }, { "x": 76, "y": 0.336 }, { "x": 77, "y": 0.375 }, { "x": 78, "y": 0.413 }, { "x": 79, "y": 0.452 }, { "x": 80, "y": 0.49 }, { "x": 81, "y": 0.529 }, { "x": 82, "y": 0.569 }, { "x": 83, "y": 0.606 }, { "x": 84, "y": 0.641 }, { "x": 85, "y": 0.675 }, { "x": 86, "y": 0.709 }, { "x": 87, "y": 0.74 }, { "x": 88, "y": 0.772 }, { "x": 89, "y": 0.803 }, { "x": 90, "y": 0.829 }, { "x": 91, "y": 0.845 }, { "x": 92, "y": 0.861 }, { "x": 93, "y": 0.876 }, { "x": 94, "y": 0.892 }, { "x": 95, "y": 0.907 }, { "x": 96, "y": 0.923 }, { "x": 97, "y": 0.939 }, { "x": 98, "y": 0.954 }, { "x": 99, "y": 0.969 }, { "x": 100, "y": 0.977 }, { "x": 101, "y": 0.986 }, { "x": 102, "y": 0.996 }, { "x": 103, "y": 1 } ] }, { "id": 400, "curve_id": "W1.12", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Nuclear power plant", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Watson & Etemadi (2020)", "source_detail": "Watson, E. B. and Etemadi, A. H.: Modeling Electrical Grid Resilience under Hurricane Wind Conditions with Increased Solar and Wind Power Generation, IEEE Transactions on Power Systems, 35, 929–937, https://doi.org/10.1109/TPWRS.2019.2942279, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Wind damage", "source_data_type": "figure_given", "mu": 5.2076469642899506, "sigma": 0.20691631052665319, "method": "Curve fitting", "mu_sigma_quality": 0.97024301720240347, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=5.208, σ=0.207, R²=0.970; Mu/sigma can be used for reconstruction (quality: 0.970); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Wind", "num_points": 135, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0 }, { "x": 51, "y": 0 }, { "x": 52, "y": 0 }, { "x": 53, "y": 0 }, { "x": 54, "y": 0 }, { "x": 55, "y": 0 }, { "x": 56, "y": 0 }, { "x": 57, "y": 0 }, { "x": 58, "y": 0 }, { "x": 59, "y": 0 }, { "x": 60, "y": 0 }, { "x": 61, "y": 0 }, { "x": 62, "y": 0 }, { "x": 63, "y": 0 }, { "x": 64, "y": 0 }, { "x": 65, "y": 0 }, { "x": 66, "y": 0 }, { "x": 67, "y": 0 }, { "x": 68, "y": 0 }, { "x": 69, "y": 0 }, { "x": 70, "y": 0 }, { "x": 71, "y": 0 }, { "x": 72, "y": 0 }, { "x": 73, "y": 0 }, { "x": 74, "y": 0 }, { "x": 75, "y": 0 }, { "x": 76, "y": 0 }, { "x": 77, "y": 0 }, { "x": 78, "y": 0 }, { "x": 79, "y": 0 }, { "x": 80, "y": 0 }, { "x": 81, "y": 0 }, { "x": 82, "y": 0 }, { "x": 83, "y": 0 }, { "x": 84, "y": 0 }, { "x": 85, "y": 0 }, { "x": 86, "y": 0 }, { "x": 87, "y": 0 }, { "x": 88, "y": 0 }, { "x": 89, "y": 0 }, { "x": 90, "y": 0 }, { "x": 91, "y": 0 }, { "x": 92, "y": 0 }, { "x": 93, "y": 0 }, { "x": 94, "y": 0 }, { "x": 95, "y": 0 }, { "x": 96, "y": 0 }, { "x": 97, "y": 0 }, { "x": 98, "y": 0 }, { "x": 99, "y": 0 }, { "x": 100, "y": 0 }, { "x": 101, "y": 0 }, { "x": 102, "y": 0 }, { "x": 103, "y": 0 }, { "x": 104, "y": 0 }, { "x": 105, "y": 0 }, { "x": 106, "y": 0 }, { "x": 107, "y": 0 }, { "x": 108, "y": 0 }, { "x": 109, "y": 0 }, { "x": 110, "y": 0 }, { "x": 111, "y": 0 }, { "x": 112, "y": 0.001 }, { "x": 113, "y": 0.004 }, { "x": 114, "y": 0.006 }, { "x": 115, "y": 0.009 }, { "x": 116, "y": 0.013 }, { "x": 117, "y": 0.018 }, { "x": 118, "y": 0.022 }, { "x": 119, "y": 0.025 }, { "x": 120, "y": 0.028 }, { "x": 121, "y": 0.03 }, { "x": 122, "y": 0.032 }, { "x": 123, "y": 0.033 }, { "x": 124, "y": 0.035 }, { "x": 125, "y": 0.037 }, { "x": 126, "y": 0.04 }, { "x": 127, "y": 0.043 }, { "x": 128, "y": 0.046 }, { "x": 129, "y": 0.048 }, { "x": 130, "y": 0.05 }, { "x": 131, "y": 0.052 }, { "x": 132, "y": 0.055 }, { "x": 133, "y": 0.058 }, { "x": 134, "y": 0.06 } ] }, { "id": 401, "curve_id": "W1.13", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Solar panel", "ci_detail": "Roof-mounted solar panels", "source_type": "Peer-reviewed", "source_abbrev": "Watson & Etemadi (2020)", "source_detail": "Watson, E. B. and Etemadi, A. H.: Modeling Electrical Grid Resilience under Hurricane Wind Conditions with Increased Solar and Wind Power Generation, IEEE Transactions on Power Systems, 35, 929–937, https://doi.org/10.1109/TPWRS.2019.2942279, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Wind damage", "source_data_type": "figure_given", "mu": 4.0307694279570772, "sigma": 0.15088652411470849, "method": "Curve fitting", "mu_sigma_quality": 0.987398789185448, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.031, σ=0.151, R²=0.987; Mu/sigma can be used for reconstruction (quality: 0.987); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Wind", "num_points": 80, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0.332 }, { "x": 51, "y": 0.364 }, { "x": 52, "y": 0.396 }, { "x": 53, "y": 0.428 }, { "x": 54, "y": 0.46 }, { "x": 55, "y": 0.492 }, { "x": 56, "y": 0.524 }, { "x": 57, "y": 0.556 }, { "x": 58, "y": 0.588 }, { "x": 59, "y": 0.62 }, { "x": 60, "y": 0.652 }, { "x": 61, "y": 0.684 }, { "x": 62, "y": 0.716 }, { "x": 63, "y": 0.748 }, { "x": 64, "y": 0.78 }, { "x": 65, "y": 0.801 }, { "x": 66, "y": 0.821 }, { "x": 67, "y": 0.841 }, { "x": 68, "y": 0.86 }, { "x": 69, "y": 0.88 }, { "x": 70, "y": 0.9 }, { "x": 71, "y": 0.919 }, { "x": 72, "y": 0.939 }, { "x": 73, "y": 0.951 }, { "x": 74, "y": 0.959 }, { "x": 75, "y": 0.967 }, { "x": 76, "y": 0.976 }, { "x": 77, "y": 0.984 }, { "x": 78, "y": 0.992 }, { "x": 79, "y": 1.001 } ] }, { "id": 402, "curve_id": "W1.14", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbines", "ci_detail": "Offshore non-yawing turibines, design standard IEC 61400-3", "source_type": "Peer-reviewed", "source_abbrev": "Watson & Etemadi (2020)", "source_detail": "Watson, E. B. and Etemadi, A. H.: Modeling Electrical Grid Resilience under Hurricane Wind Conditions with Increased Solar and Wind Power Generation, IEEE Transactions on Power Systems, 35, 929–937, https://doi.org/10.1109/TPWRS.2019.2942279, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Wind damage", "source_data_type": "figure_given", "mu": 4.270383711990875, "sigma": 0.13646263728463479, "method": "Curve fitting", "mu_sigma_quality": 0.99959612400307352, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.270, σ=0.136, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Wind", "num_points": 105, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0 }, { "x": 51, "y": 0 }, { "x": 52, "y": 0 }, { "x": 53, "y": 0 }, { "x": 54, "y": 0.005 }, { "x": 55, "y": 0.016 }, { "x": 56, "y": 0.026 }, { "x": 57, "y": 0.036 }, { "x": 58, "y": 0.047 }, { "x": 59, "y": 0.063 }, { "x": 60, "y": 0.088 }, { "x": 61, "y": 0.113 }, { "x": 62, "y": 0.138 }, { "x": 63, "y": 0.176 }, { "x": 64, "y": 0.215 }, { "x": 65, "y": 0.254 }, { "x": 66, "y": 0.293 }, { "x": 67, "y": 0.332 }, { "x": 68, "y": 0.371 }, { "x": 69, "y": 0.41 }, { "x": 70, "y": 0.448 }, { "x": 71, "y": 0.487 }, { "x": 72, "y": 0.526 }, { "x": 73, "y": 0.559 }, { "x": 74, "y": 0.591 }, { "x": 75, "y": 0.623 }, { "x": 76, "y": 0.654 }, { "x": 77, "y": 0.686 }, { "x": 78, "y": 0.718 }, { "x": 79, "y": 0.749 }, { "x": 80, "y": 0.781 }, { "x": 81, "y": 0.812 }, { "x": 82, "y": 0.844 }, { "x": 83, "y": 0.873 }, { "x": 84, "y": 0.885 }, { "x": 85, "y": 0.897 }, { "x": 86, "y": 0.908 }, { "x": 87, "y": 0.92 }, { "x": 88, "y": 0.932 }, { "x": 89, "y": 0.944 }, { "x": 90, "y": 0.955 }, { "x": 91, "y": 0.967 }, { "x": 92, "y": 0.979 }, { "x": 93, "y": 0.99 }, { "x": 94, "y": 0.995 }, { "x": 95, "y": 0.997 }, { "x": 96, "y": 1 }, { "x": 97, "y": 1 }, { "x": 98, "y": 1 }, { "x": 99, "y": 1 }, { "x": 100, "y": 1 }, { "x": 101, "y": 1 }, { "x": 102, "y": 1 }, { "x": 103, "y": 1 }, { "x": 104, "y": 1 } ] }, { "id": 403, "curve_id": "E1.17", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbine", "ci_detail": "1-MW capacity, 40-m hub height", "source_type": "Peer-reviewed", "source_abbrev": "Martin del Campo et al. (2021)", "source_detail": "Martín del Campo, J. O., Pozos-Estrada, A., and Pozos-Estrada, O.: Development of fragility curves of land-based wind turbines with tuned mass dampers under cyclone and seismic loading, Wind Energy, 24, 737–753, https://doi.org/10.1002/we.2600, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "datapoints_given", "mu": 1.2855893679048451, "sigma": 0.88302851419136708, "method": "Curve fitting", "mu_sigma_quality": 0.99999997882389668, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.286, σ=0.883, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 6.0684006E-07 }, { "x": 0.1, "y": 2.402011736E-05 }, { "x": 0.15, "y": 0.00015617321784 }, { "x": 0.2, "y": 0.00052114098286 }, { "x": 0.25, "y": 0.00123923713603 }, { "x": 0.3, "y": 0.0024055606805 }, { "x": 0.35, "y": 0.00408355259352 }, { "x": 0.4, "y": 0.00631976611649 }, { "x": 0.45, "y": 0.00913502558983 }, { "x": 0.5, "y": 0.01251487467327 }, { "x": 0.55, "y": 0.01646359026112 }, { "x": 0.6, "y": 0.02095693448979 }, { "x": 0.65, "y": 0.02596165967349 }, { "x": 0.7, "y": 0.03145875940974 }, { "x": 0.75, "y": 0.03741108349548 }, { "x": 0.8, "y": 0.04376331332244 }, { "x": 0.85, "y": 0.05050636923505 }, { "x": 0.9, "y": 0.05760266928801 }, { "x": 0.95, "y": 0.06502159793719 }, { "x": 1, "y": 0.07270667061243 } ] }, { "id": 404, "curve_id": "E1.18", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbine", "ci_detail": "2.5-MW capacity, 80-m hub height;", "source_type": "Peer-reviewed", "source_abbrev": "Martin del Campo et al. (2021)", "source_detail": "Martín del Campo, J. O., Pozos-Estrada, A., and Pozos-Estrada, O.: Development of fragility curves of land-based wind turbines with tuned mass dampers under cyclone and seismic loading, Wind Energy, 24, 737–753, https://doi.org/10.1002/we.2600, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "datapoints_given", "mu": 1.6513730233987065, "sigma": 0.75259656412023967, "method": "Curve fitting", "mu_sigma_quality": 0.9999998381041133, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.651, σ=0.753, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.3899E-10 }, { "x": 0.1, "y": 7.388194E-08 }, { "x": 0.15, "y": 1.2142765E-06 }, { "x": 0.2, "y": 7.37529543E-06 }, { "x": 0.25, "y": 2.717601526E-05 }, { "x": 0.3, "y": 7.40854034E-05 }, { "x": 0.35, "y": 0.0001658539657 }, { "x": 0.4, "y": 0.00032295253031 }, { "x": 0.45, "y": 0.0005674201419 }, { "x": 0.5, "y": 0.00091924945842 }, { "x": 0.55, "y": 0.00140260443479 }, { "x": 0.6, "y": 0.00203351118272 }, { "x": 0.65, "y": 0.00283058645444 }, { "x": 0.7, "y": 0.00381103239378 }, { "x": 0.75, "y": 0.00498879560857 }, { "x": 0.8, "y": 0.0063796474034 }, { "x": 0.85, "y": 0.00797247381025 }, { "x": 0.9, "y": 0.00978818097524 }, { "x": 0.95, "y": 0.01183766408237 }, { "x": 1, "y": 0.01410966480499 } ] }, { "id": 405, "curve_id": "E1.19", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbine", "ci_detail": "3.3-MW capacity, 100-m hub height;", "source_type": "Peer-reviewed", "source_abbrev": "Martin del Campo et al. (2021)", "source_detail": "Martín del Campo, J. O., Pozos-Estrada, A., and Pozos-Estrada, O.: Development of fragility curves of land-based wind turbines with tuned mass dampers under cyclone and seismic loading, Wind Energy, 24, 737–753, https://doi.org/10.1002/we.2600, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "datapoints_given", "mu": 1.8080967459143333, "sigma": 0.81997055987754019, "method": "Curve fitting", "mu_sigma_quality": 0.99999995925796081, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.808, σ=0.820, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.31684E-09 }, { "x": 0.1, "y": 2.6915006E-07 }, { "x": 0.15, "y": 3.1229525E-06 }, { "x": 0.2, "y": 1.540022338E-05 }, { "x": 0.25, "y": 4.894760264E-05 }, { "x": 0.3, "y": 0.00011977265446 }, { "x": 0.35, "y": 0.00024606372233 }, { "x": 0.4, "y": 0.00044553075866 }, { "x": 0.45, "y": 0.00074031060793 }, { "x": 0.5, "y": 0.00114260220343 }, { "x": 0.55, "y": 0.00167237180806 }, { "x": 0.6, "y": 0.00234194221849 }, { "x": 0.65, "y": 0.0031640601579200002 }, { "x": 0.7, "y": 0.00414291235893 }, { "x": 0.75, "y": 0.00529574877221 }, { "x": 0.8, "y": 0.00662001090789 }, { "x": 0.85, "y": 0.00812553753054 }, { "x": 0.9, "y": 0.00980697625265 }, { "x": 0.95, "y": 0.01167605887251 }, { "x": 1, "y": 0.01372537848109 } ] }, { "id": 406, "curve_id": "E1.20", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbine", "ci_detail": "1-MW capacity, 40-m hub height; passive damping system", "source_type": "Peer-reviewed", "source_abbrev": "Martin del Campo et al. (2021)", "source_detail": "Martín del Campo, J. O., Pozos-Estrada, A., and Pozos-Estrada, O.: Development of fragility curves of land-based wind turbines with tuned mass dampers under cyclone and seismic loading, Wind Energy, 24, 737–753, https://doi.org/10.1002/we.2600, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "datapoints_given", "mu": 1.4376706656351217, "sigma": 0.81267525590325851, "method": "Curve fitting", "mu_sigma_quality": 0.99999990048677434, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.438, σ=0.813, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.34903E-08 }, { "x": 0.1, "y": 2.06746896E-06 }, { "x": 0.15, "y": 2.02661355E-05 }, { "x": 0.2, "y": 8.835541139E-05 }, { "x": 0.25, "y": 0.00025491247594 }, { "x": 0.3, "y": 0.00057580449758 }, { "x": 0.35, "y": 0.00110243685815 }, { "x": 0.4, "y": 0.00188696166188 }, { "x": 0.45, "y": 0.00296410991967 }, { "x": 0.5, "y": 0.00437239159415 }, { "x": 0.55, "y": 0.00612561865356 }, { "x": 0.6, "y": 0.00824747376465 }, { "x": 0.65, "y": 0.01074393821568 }, { "x": 0.7, "y": 0.01363664130135 }, { "x": 0.75, "y": 0.01687567570747 }, { "x": 0.8, "y": 0.02049766874245 }, { "x": 0.85, "y": 0.02446742566852 }, { "x": 0.9, "y": 0.0287968289537 }, { "x": 0.95, "y": 0.0334643053978 }, { "x": 1, "y": 0.03844411193123 } ] }, { "id": 407, "curve_id": "E1.21", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbine", "ci_detail": "2.5-MW capacity, 80-m hub height;passive damping system", "source_type": "Peer-reviewed", "source_abbrev": "Martin del Campo et al. (2021)", "source_detail": "Martín del Campo, J. O., Pozos-Estrada, A., and Pozos-Estrada, O.: Development of fragility curves of land-based wind turbines with tuned mass dampers under cyclone and seismic loading, Wind Energy, 24, 737–753, https://doi.org/10.1002/we.2600, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "datapoints_given", "mu": 1.7613741297639978, "sigma": 0.75146334574513318, "method": "Curve fitting", "mu_sigma_quality": 0.999999917981811, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.761, σ=0.751, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.177E-10 }, { "x": 0.1, "y": 3.215273E-08 }, { "x": 0.15, "y": 5.6567983E-07 }, { "x": 0.2, "y": 3.63787711E-06 }, { "x": 0.25, "y": 1.398535341E-05 }, { "x": 0.3, "y": 3.979600439E-05 }, { "x": 0.35, "y": 9.164343145E-05 }, { "x": 0.4, "y": 0.00018262919776 }, { "x": 0.45, "y": 0.00032932486491 }, { "x": 0.5, "y": 0.00054474685653 }, { "x": 0.55, "y": 0.00084506342145 }, { "x": 0.6, "y": 0.00124817616959 }, { "x": 0.65, "y": 0.00176597031627 }, { "x": 0.7, "y": 0.00241258381674 }, { "x": 0.75, "y": 0.00319829589209 }, { "x": 0.8, "y": 0.00413615550377 }, { "x": 0.85, "y": 0.00522812547156 }, { "x": 0.9, "y": 0.00649395965921 }, { "x": 0.95, "y": 0.00792990931784 }, { "x": 1, "y": 0.00954018808541 } ] }, { "id": 408, "curve_id": "E1.22", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbine", "ci_detail": "3.3-MW capacity, 100-m hub height;passive damping system", "source_type": "Peer-reviewed", "source_abbrev": "Martin del Campo et al. (2021)", "source_detail": "Martín del Campo, J. O., Pozos-Estrada, A., and Pozos-Estrada, O.: Development of fragility curves of land-based wind turbines with tuned mass dampers under cyclone and seismic loading, Wind Energy, 24, 737–753, https://doi.org/10.1002/we.2600, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Collapse", "source_data_type": "datapoints_given", "mu": 1.9212504730554443, "sigma": 0.79612328598407411, "method": "Curve fitting", "mu_sigma_quality": 0.99999995663597463, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.921, σ=0.796, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.1558E-10 }, { "x": 0.1, "y": 5.608268E-08 }, { "x": 0.15, "y": 8.1432524E-07 }, { "x": 0.2, "y": 4.60568755E-06 }, { "x": 0.25, "y": 1.626379443E-05 }, { "x": 0.3, "y": 4.317341417E-05 }, { "x": 0.35, "y": 9.494827147E-05 }, { "x": 0.4, "y": 0.00018221001419 }, { "x": 0.45, "y": 0.00031758724517 }, { "x": 0.5, "y": 0.00051100756572 }, { "x": 0.55, "y": 0.00077734840162 }, { "x": 0.6, "y": 0.0011260139893 }, { "x": 0.65, "y": 0.00156741487017 }, { "x": 0.7, "y": 0.0021098593969 }, { "x": 0.75, "y": 0.00276451415206 }, { "x": 0.8, "y": 0.00353434750708 }, { "x": 0.85, "y": 0.00442898556063 }, { "x": 0.9, "y": 0.00545416072936 }, { "x": 0.95, "y": 0.00661218474908 }, { "x": 1, "y": 0.00790563079129 } ] }, { "id": 409, "curve_id": "E1.1", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Small power plants", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": -0.248461359909461, "sigma": 0.50000000220676988, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.248, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.95863E-08 }, { "x": 0.1, "y": 1.993364019E-05 }, { "x": 0.15, "y": 0.00048806587309 }, { "x": 0.2, "y": 0.0032448675356 }, { "x": 0.25, "y": 0.01143300379276 }, { "x": 0.3, "y": 0.02800081968424 }, { "x": 0.35, "y": 0.05449807394277 }, { "x": 0.4, "y": 0.09083041975298 }, { "x": 0.45, "y": 0.13564587277795 }, { "x": 0.5, "y": 0.18690168998939 }, { "x": 0.55, "y": 0.24235373940656 }, { "x": 0.6, "y": 0.29988596099091 }, { "x": 0.65, "y": 0.35768891376316 }, { "x": 0.7, "y": 0.41432739503164 }, { "x": 0.75, "y": 0.46873846080102 }, { "x": 0.8, "y": 0.52019205911138 }, { "x": 0.85, "y": 0.56823597514023 }, { "x": 0.9, "y": 0.61263817424469 }, { "x": 0.95, "y": 0.65333355395191 }, { "x": 1, "y": 0.69037822499075 }, { "x": 1.05, "y": 0.72391214750822 }, { "x": 1.1, "y": 0.75412971791355 }, { "x": 1.15, "y": 0.7812573315008 }, { "x": 1.2, "y": 0.80553676004379 }, { "x": 1.25, "y": 0.82721320457023 }, { "x": 1.3, "y": 0.84652700343527 }, { "x": 1.35, "y": 0.86370813218205 }, { "x": 1.4, "y": 0.87897279070229 }, { "x": 1.45, "y": 0.89252151833577 }, { "x": 1.5, "y": 0.90453840214864 }, { "x": 1.55, "y": 0.9151910464823 }, { "x": 1.6, "y": 0.9246310544482 }, { "x": 1.65, "y": 0.93299483698679 }, { "x": 1.7, "y": 0.9404046153392 }, { "x": 1.75, "y": 0.94696952108896 }, { "x": 1.8, "y": 0.95278672678233 }, { "x": 1.85, "y": 0.95794256160555 }, { "x": 1.9, "y": 0.96251358238045 }, { "x": 1.95, "y": 0.96656758159108 }, { "x": 2, "y": 0.97016452233795 }, { "x": 2.05, "y": 0.97335739585933 }, { "x": 2.1, "y": 0.97619300119496 }, { "x": 2.15, "y": 0.97871264917911 }, { "x": 2.2, "y": 0.9809527946018 }, { "x": 2.25, "y": 0.98294560134183 }, { "x": 2.3, "y": 0.98471944575582 }, { "x": 2.35, "y": 0.98629936375459 }, { "x": 2.4, "y": 0.98770744692004 }, { "x": 2.45, "y": 0.98896319279304 }, { "x": 2.5, "y": 0.99008381415191 }, { "x": 2.55, "y": 0.99108451174268 }, { "x": 2.6, "y": 0.99197871454401 }, { "x": 2.65, "y": 0.99277829127089 }, { "x": 2.7, "y": 0.99349373645418 }, { "x": 2.75, "y": 0.99413433408584 }, { "x": 2.8, "y": 0.99470830149627 }, { "x": 2.85, "y": 0.99522291583337 }, { "x": 2.9, "y": 0.99568462524248 }, { "x": 2.95, "y": 0.99609914660288 }, { "x": 3, "y": 0.99647155145704 }, { "x": 3.05, "y": 0.99680634157403 }, { "x": 3.1, "y": 0.99710751541446 }, { "x": 3.15, "y": 0.99737862661033 }, { "x": 3.2, "y": 0.99762283543738 }, { "x": 3.25, "y": 0.99784295413725 }, { "x": 3.3, "y": 0.99804148684139 }, { "x": 3.35, "y": 0.99822066475561 }, { "x": 3.4, "y": 0.99838247718298 }, { "x": 3.45, "y": 0.99852869889089 }, { "x": 3.5, "y": 0.99866091426591 }, { "x": 3.55, "y": 0.99878053864494 }, { "x": 3.6, "y": 0.99888883716312 }, { "x": 3.65, "y": 0.99898694141713 }, { "x": 3.7, "y": 0.99907586420555 }, { "x": 3.75, "y": 0.99915651257578 }, { "x": 3.8, "y": 0.99922969937908 }, { "x": 3.85, "y": 0.9992961535102 }, { "x": 3.9, "y": 0.99935652898709 }, { "x": 3.94999999999999, "y": 0.99941141300678 }, { "x": 3.99999999999999, "y": 0.99946133309734 } ] }, { "id": 410, "curve_id": "E1.10", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Solar farms", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": -0.0888312137066159, "sigma": 0.63000000000000078, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.089, σ=0.630, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.97373919E-06 }, { "x": 0.1, "y": 0.0002207936253 }, { "x": 0.15, "y": 0.00205041498552 }, { "x": 0.2, "y": 0.00789656512264 }, { "x": 0.25, "y": 0.01972484228306 }, { "x": 0.3, "y": 0.03835807192985 }, { "x": 0.35, "y": 0.06358187323816 }, { "x": 0.4, "y": 0.09451941637462 }, { "x": 0.45, "y": 0.12998318754464 }, { "x": 0.5, "y": 0.16872101877024 }, { "x": 0.55, "y": 0.20956092261817 }, { "x": 0.6, "y": 0.25148231942085 }, { "x": 0.65, "y": 0.29364047730986 }, { "x": 0.7, "y": 0.3353641106601 }, { "x": 0.75, "y": 0.37613929703744 }, { "x": 0.8, "y": 0.41558775120081 }, { "x": 0.85, "y": 0.45344404180562 }, { "x": 0.9, "y": 0.48953415724498 }, { "x": 0.95, "y": 0.52375651863162 }, { "x": 1, "y": 0.55606578979601 }, { "x": 1.05, "y": 0.58645943200875 }, { "x": 1.1, "y": 0.61496675527562 }, { "x": 1.15, "y": 0.64164014080767 }, { "x": 1.2, "y": 0.66654809708096 }, { "x": 1.25, "y": 0.68976983288803 }, { "x": 1.3, "y": 0.71139106649136 }, { "x": 1.35, "y": 0.73150083012389 }, { "x": 1.4, "y": 0.75018906820912 }, { "x": 1.45, "y": 0.76754486319539 }, { "x": 1.5, "y": 0.78365515381869 }, { "x": 1.55, "y": 0.79860383680101 }, { "x": 1.6, "y": 0.81247116476845 }, { "x": 1.65, "y": 0.82533337103732 }, { "x": 1.7, "y": 0.83726246642689 }, { "x": 1.75, "y": 0.84832616495262 }, { "x": 1.8, "y": 0.85858790462451 }, { "x": 1.85, "y": 0.8681069370457 }, { "x": 1.9, "y": 0.87693846543842 }, { "x": 1.95, "y": 0.88513381541611 }, { "x": 2, "y": 0.89274062651977 }, { "x": 2.05, "y": 0.89980305544279 }, { "x": 2.1, "y": 0.90636198414448 }, { "x": 2.15, "y": 0.912455227828 }, { "x": 2.2, "y": 0.91811773913825 }, { "x": 2.25, "y": 0.92338180600229 }, { "x": 2.3, "y": 0.92827724135582 }, { "x": 2.35, "y": 0.93283156362646 }, { "x": 2.4, "y": 0.93707016732002 }, { "x": 2.45, "y": 0.94101648341286 }, { "x": 2.5, "y": 0.94469212951721 }, { "x": 2.55, "y": 0.94811704997895 }, { "x": 2.6, "y": 0.95130964620367 }, { "x": 2.65, "y": 0.95428689760061 }, { "x": 2.7, "y": 0.95706447359511 }, { "x": 2.75, "y": 0.9596568371961 }, { "x": 2.8, "y": 0.96207734062288 }, { "x": 2.85, "y": 0.96433831349854 }, { "x": 2.9, "y": 0.96645114411097 }, { "x": 2.95, "y": 0.96842635422862 }, { "x": 3, "y": 0.97027366793898 }, { "x": 3.05, "y": 0.97200207495603 }, { "x": 3.1, "y": 0.97361988881835 }, { "x": 3.15, "y": 0.97513480037489 }, { "x": 3.2, "y": 0.97655392692965 }, { "x": 3.25, "y": 0.97788385739156 }, { "x": 3.3, "y": 0.9791306937515 }, { "x": 3.35, "y": 0.9803000891846 }, { "x": 3.4, "y": 0.98139728305369 }, { "x": 3.45, "y": 0.9824271330685 }, { "x": 3.5, "y": 0.98339414483515 }, { "x": 3.55, "y": 0.98430249901185 }, { "x": 3.6, "y": 0.98515607626927 }, { "x": 3.65, "y": 0.98595848023772 }, { "x": 3.7, "y": 0.98671305860849 }, { "x": 3.75, "y": 0.9874229225427 }, { "x": 3.8, "y": 0.98809096452811 }, { "x": 3.85, "y": 0.98871987481281 }, { "x": 3.9, "y": 0.98931215653363 }, { "x": 3.94999999999999, "y": 0.98987013964742 }, { "x": 3.99999999999999, "y": 0.99039599376387 } ] }, { "id": 411, "curve_id": "E1.2", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Small power plants", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": -0.544727175441684, "sigma": 0.55000000000005334, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.545, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 4.1678991E-06 }, { "x": 0.1, "y": 0.00069648131405 }, { "x": 0.15, "y": 0.00696824882464 }, { "x": 0.2, "y": 0.02644379075928 }, { "x": 0.25, "y": 0.06299324753681 }, { "x": 0.3, "y": 0.11533623190129 }, { "x": 0.35, "y": 0.17921666397589 }, { "x": 0.4, "y": 0.24965681443368 }, { "x": 0.45, "y": 0.32224896511777 }, { "x": 0.5, "y": 0.39363607525321 }, { "x": 0.55, "y": 0.46153659385569 }, { "x": 0.6, "y": 0.5245749143773 }, { "x": 0.65, "y": 0.58206199131048 }, { "x": 0.7, "y": 0.63379187274603 }, { "x": 0.75, "y": 0.67987694818795 }, { "x": 0.8, "y": 0.72062443178789 }, { "x": 0.85, "y": 0.75644856056135 }, { "x": 0.9, "y": 0.7878108599514 }, { "x": 0.95, "y": 0.81518122916724 }, { "x": 1, "y": 0.83901386437004 }, { "x": 1.05, "y": 0.85973342454197 }, { "x": 1.1, "y": 0.87772806328988 }, { "x": 1.15, "y": 0.89334692088986 }, { "x": 1.2, "y": 0.90690040375405 }, { "x": 1.25, "y": 0.91866211272662 }, { "x": 1.3, "y": 0.92887166161453 }, { "x": 1.35, "y": 0.93773789257661 }, { "x": 1.4, "y": 0.94544217711963 }, { "x": 1.45, "y": 0.95214161459278 }, { "x": 1.5, "y": 0.957972021976 }, { "x": 1.55, "y": 0.96305066219061 }, { "x": 1.6, "y": 0.96747869216628 }, { "x": 1.65, "y": 0.97134333280285 }, { "x": 1.7, "y": 0.9747197751517 }, { "x": 1.75, "y": 0.97767284361681 }, { "x": 1.8, "y": 0.98025843978731 }, { "x": 1.85, "y": 0.98252479104098 }, { "x": 1.9, "y": 0.98451352722104 }, { "x": 1.95, "y": 0.98626060709216 }, { "x": 2, "y": 0.98779711431687 }, { "x": 2.05, "y": 0.98914994060711 }, { "x": 2.1, "y": 0.99034237164797 }, { "x": 2.15, "y": 0.99139458944828 }, { "x": 2.2, "y": 0.99232410299067 }, { "x": 2.25, "y": 0.99314611745065 }, { "x": 2.3, "y": 0.99387385083271 }, { "x": 2.35, "y": 0.99451880562336 }, { "x": 2.4, "y": 0.99509100197455 }, { "x": 2.45, "y": 0.99559917799032 }, { "x": 2.5, "y": 0.99605096187886 }, { "x": 2.55, "y": 0.99645302003617 }, { "x": 2.6, "y": 0.99681118453158 }, { "x": 2.65, "y": 0.9971305629558 }, { "x": 2.7, "y": 0.99741563315754 }, { "x": 2.75, "y": 0.99767032502405 }, { "x": 2.8, "y": 0.99789809114523 }, { "x": 2.85, "y": 0.99810196793207 }, { "x": 2.9, "y": 0.99828462853145 }, { "x": 2.95, "y": 0.99844842868429 }, { "x": 3, "y": 0.99859544650827 }, { "x": 3.05, "y": 0.99872751704501 }, { "x": 3.1, "y": 0.99884626229118 }, { "x": 3.15, "y": 0.99895311733046 }, { "x": 3.2, "y": 0.99904935309553 }, { "x": 3.25, "y": 0.99913609621491 }, { "x": 3.3, "y": 0.99921434633523 }, { "x": 3.35, "y": 0.99928499125524 }, { "x": 3.4, "y": 0.9993488201612 }, { "x": 3.45, "y": 0.99940653521317 }, { "x": 3.5, "y": 0.99945876169762 }, { "x": 3.55, "y": 0.99950605693244 }, { "x": 3.6, "y": 0.99954891808505 }, { "x": 3.65, "y": 0.99958778904296 }, { "x": 3.7, "y": 0.99962306645714 }, { "x": 3.75, "y": 0.99965510506289 }, { "x": 3.8, "y": 0.99968422236879 }, { "x": 3.85, "y": 0.99971070279257 }, { "x": 3.9, "y": 0.99973480131252 }, { "x": 3.94999999999999, "y": 0.99975674669389 }, { "x": 3.99999999999999, "y": 0.99977674434238 } ] }, { "id": 412, "curve_id": "E1.3", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Medium/large power plants", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": -0.0833816089391557, "sigma": 0.55000000000034943, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.083, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 5.944863E-08 }, { "x": 0.1, "y": 2.731098437E-05 }, { "x": 0.15, "y": 0.00048739046729 }, { "x": 0.2, "y": 0.00276307567165 }, { "x": 0.25, "y": 0.00891975984776 }, { "x": 0.3, "y": 0.02080305766392 }, { "x": 0.35, "y": 0.03944488086682 }, { "x": 0.4, "y": 0.06496471608698 }, { "x": 0.45, "y": 0.09676120425871 }, { "x": 0.5, "y": 0.13378743300785 }, { "x": 0.55, "y": 0.1747979399519 }, { "x": 0.6, "y": 0.21852896354494 }, { "x": 0.65, "y": 0.26381148300352 }, { "x": 0.7, "y": 0.3096308532099 }, { "x": 0.75, "y": 0.35514918892111 }, { "x": 0.8, "y": 0.39970427601576 }, { "x": 0.85, "y": 0.44279523075421 }, { "x": 0.9, "y": 0.4840618509269 }, { "x": 0.95, "y": 0.52326204870612 }, { "x": 1, "y": 0.56024993700545 }, { "x": 1.05, "y": 0.59495592554236 }, { "x": 1.1, "y": 0.62736941202097 }, { "x": 1.15, "y": 0.65752419151688 }, { "x": 1.2, "y": 0.68548644902098 }, { "x": 1.25, "y": 0.7113450718286 }, { "x": 1.3, "y": 0.73520396937036 }, { "x": 1.35, "y": 0.75717608483196 }, { "x": 1.4, "y": 0.77737880424474 }, { "x": 1.45, "y": 0.79593050152431 }, { "x": 1.5, "y": 0.81294799440433 }, { "x": 1.55, "y": 0.82854472197417 }, { "x": 1.6, "y": 0.8428294873283 }, { "x": 1.65, "y": 0.85590563769776 }, { "x": 1.7, "y": 0.86787057913428 }, { "x": 1.75, "y": 0.87881554353582 }, { "x": 1.8, "y": 0.88882554292107 }, { "x": 1.85, "y": 0.89797945983843 }, { "x": 1.9, "y": 0.90635023410079 }, { "x": 1.95, "y": 0.91400511510733 }, { "x": 2, "y": 0.92100595623943 }, { "x": 2.05, "y": 0.92740953353728 }, { "x": 2.1, "y": 0.93326787536363 }, { "x": 2.15, "y": 0.93862859328017 }, { "x": 2.2, "y": 0.9435352070964 }, { "x": 2.25, "y": 0.94802745916224 }, { "x": 2.3, "y": 0.95214161459278 }, { "x": 2.35, "y": 0.9559107453419 }, { "x": 2.4, "y": 0.9593649969652 }, { "x": 2.45, "y": 0.96253183759757 }, { "x": 2.5, "y": 0.96543628917119 }, { "x": 2.55, "y": 0.96810114125678 }, { "x": 2.6, "y": 0.97054714815876 }, { "x": 2.65, "y": 0.97279321005856 }, { "x": 2.7, "y": 0.97485653910082 }, { "x": 2.75, "y": 0.97675281137095 }, { "x": 2.8, "y": 0.97849630573032 }, { "x": 2.85, "y": 0.98010003046887 }, { "x": 2.9, "y": 0.98157583870991 }, { "x": 2.95, "y": 0.98293453346458 }, { "x": 3, "y": 0.9841859631887 }, { "x": 3.05, "y": 0.98533910864447 }, { "x": 3.1, "y": 0.98640216181748 }, { "x": 3.15, "y": 0.98738259758667 }, { "x": 3.2, "y": 0.98828723879265 }, { "x": 3.25, "y": 0.98912231529935 }, { "x": 3.3, "y": 0.98989351759563 }, { "x": 3.35, "y": 0.99060604543757 }, { "x": 3.4, "y": 0.99126465198934 }, { "x": 3.45, "y": 0.9918736838803 }, { "x": 3.5, "y": 0.99243711755888 }, { "x": 3.55, "y": 0.99295859228931 }, { "x": 3.6, "y": 0.9934414401058 }, { "x": 3.65, "y": 0.99388871300956 }, { "x": 3.7, "y": 0.99430320766777 }, { "x": 3.75, "y": 0.99468748784908 }, { "x": 3.8, "y": 0.99504390480841 }, { "x": 3.85, "y": 0.99537461581364 }, { "x": 3.9, "y": 0.99568160098845 }, { "x": 3.94999999999999, "y": 0.99596667862918 }, { "x": 3.99999999999999, "y": 0.99623151913839 } ] }, { "id": 413, "curve_id": "E1.4", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Medium/large power plants", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": -0.235722333961904, "sigma": 0.50000000158963576, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.236, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.694807E-08 }, { "x": 0.1, "y": 1.784648603E-05 }, { "x": 0.15, "y": 0.00044560142986 }, { "x": 0.2, "y": 0.00300320584168 }, { "x": 0.25, "y": 0.01069174493422 }, { "x": 0.3, "y": 0.02640318866798 }, { "x": 0.35, "y": 0.0517412867073 }, { "x": 0.4, "y": 0.0867352315366 }, { "x": 0.45, "y": 0.13017363257345 }, { "x": 0.5, "y": 0.18013527123316 }, { "x": 0.55, "y": 0.23446247607672 }, { "x": 0.6, "y": 0.29108884530385 }, { "x": 0.65, "y": 0.34822347641493 }, { "x": 0.7, "y": 0.40442680231142 }, { "x": 0.75, "y": 0.45861662484899 }, { "x": 0.8, "y": 0.51003535753733 }, { "x": 0.85, "y": 0.55819987341029 }, { "x": 0.9, "y": 0.60284718118898 }, { "x": 0.95, "y": 0.64388324398539 }, { "x": 1, "y": 0.68133838752699 }, { "x": 1.05, "y": 0.71533041133809 }, { "x": 1.1, "y": 0.74603522584 }, { "x": 1.15, "y": 0.77366420886734 }, { "x": 1.2, "y": 0.79844723894921 }, { "x": 1.25, "y": 0.82062034458057 }, { "x": 1.3, "y": 0.84041699976931 }, { "x": 1.35, "y": 0.85806223213944 }, { "x": 1.4, "y": 0.8737688550507 }, { "x": 1.45, "y": 0.88773527126917 }, { "x": 1.5, "y": 0.90014441466802 }, { "x": 1.55, "y": 0.91116349596494 }, { "x": 1.6, "y": 0.92094429931424 }, { "x": 1.65, "y": 0.92962384074415 }, { "x": 1.7, "y": 0.93732524950803 }, { "x": 1.75, "y": 0.94415877193596 }, { "x": 1.8, "y": 0.95022282662627 }, { "x": 1.85, "y": 0.95560506177126 }, { "x": 1.9, "y": 0.96038338169719 }, { "x": 1.95, "y": 0.96462692163168 }, { "x": 2, "y": 0.96839695833587 }, { "x": 2.05, "y": 0.97174775037113 }, { "x": 2.1, "y": 0.97472730604348 }, { "x": 2.15, "y": 0.97737807996752 }, { "x": 2.2, "y": 0.97973760108465 }, { "x": 2.25, "y": 0.98183903613515 }, { "x": 2.3, "y": 0.98371169322969 }, { "x": 2.35, "y": 0.98538147044693 }, { "x": 2.4, "y": 0.98687125441569 }, { "x": 2.45, "y": 0.98820127370527 }, { "x": 2.5, "y": 0.98938941160771 }, { "x": 2.55, "y": 0.99045148259323 }, { "x": 2.6, "y": 0.99140147638723 }, { "x": 2.65, "y": 0.99225177327309 }, { "x": 2.7, "y": 0.9930133338862 }, { "x": 2.75, "y": 0.99369586643835 }, { "x": 2.8, "y": 0.99430797400546 }, { "x": 2.85, "y": 0.99485728422694 }, { "x": 2.9, "y": 0.99535056350474 }, { "x": 2.95, "y": 0.99579381755328 }, { "x": 3, "y": 0.99619237993779 }, { "x": 3.05, "y": 0.99655099004734 }, { "x": 3.1, "y": 0.99687386177731 }, { "x": 3.15, "y": 0.99716474404429 }, { "x": 3.2, "y": 0.9974269741212 }, { "x": 3.25, "y": 0.9976635246609 }, { "x": 3.3, "y": 0.99787704517153 }, { "x": 3.35, "y": 0.99806989861341 }, { "x": 3.4, "y": 0.99824419370595 }, { "x": 3.45, "y": 0.9984018134609 }, { "x": 3.5, "y": 0.99854444039521 }, { "x": 3.55, "y": 0.99867357882131 }, { "x": 3.6, "y": 0.99879057456401 }, { "x": 3.65, "y": 0.99889663241057 }, { "x": 3.7, "y": 0.99899283156309 }, { "x": 3.75, "y": 0.99908013932968 }, { "x": 3.8, "y": 0.99915942326201 }, { "x": 3.85, "y": 0.99923146192181 }, { "x": 3.9, "y": 0.9992969544368 }, { "x": 3.94999999999999, "y": 0.99935652898709 }, { "x": 3.99999999999999, "y": 0.99941075034629 } ] }, { "id": 414, "curve_id": "E1.5", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Thermal plant", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": 0.26236426446740213, "sigma": 0.55000000000135629, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.262, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.57282E-09 }, { "x": 0.1, "y": 1.5540463E-06 }, { "x": 0.15, "y": 4.312500528E-05 }, { "x": 0.2, "y": 0.00033291408602 }, { "x": 0.25, "y": 0.00136074632796 }, { "x": 0.3, "y": 0.0038372152864 }, { "x": 0.35, "y": 0.00852116025078 }, { "x": 0.4, "y": 0.01605618446633 }, { "x": 0.45, "y": 0.02687423970544 }, { "x": 0.5, "y": 0.04116768593336 }, { "x": 0.55, "y": 0.05890851409341 }, { "x": 0.6, "y": 0.07989179121086 }, { "x": 0.65, "y": 0.1037864217514 }, { "x": 0.7, "y": 0.130183138258 }, { "x": 0.75, "y": 0.15863486901215 }, { "x": 0.8, "y": 0.1886879816723 }, { "x": 0.85, "y": 0.21990476328296 }, { "x": 0.9, "y": 0.25187836416959 }, { "x": 0.95, "y": 0.28424170781796 }, { "x": 1, "y": 0.31667182675346 }, { "x": 1.05, "y": 0.3488908970885 }, { "x": 1.1, "y": 0.3806650099191 }, { "x": 1.15, "y": 0.41180148743854 }, { "x": 1.2, "y": 0.44214534889182 }, { "x": 1.25, "y": 0.47157536410375 }, { "x": 1.3, "y": 0.5 }, { "x": 1.35, "y": 0.52735346435278 }, { "x": 1.4, "y": 0.55359197571849 }, { "x": 1.45, "y": 0.57869033397615 }, { "x": 1.5, "y": 0.60263882736145 }, { "x": 1.55, "y": 0.62544048551309 }, { "x": 1.6, "y": 0.64710867065827 }, { "x": 1.65, "y": 0.66766498820462 }, { "x": 1.7, "y": 0.68713749179313 }, { "x": 1.75, "y": 0.7055591548905 }, { "x": 1.8, "y": 0.72296658021357 }, { "x": 1.85, "y": 0.73939891892566 }, { "x": 1.9, "y": 0.75489697307884 }, { "x": 1.95, "y": 0.76950245681495 }, { "x": 2, "y": 0.78325739411732 }, { "x": 2.05, "y": 0.79620363324564 }, { "x": 2.1, "y": 0.80838246027399 }, { "x": 2.15, "y": 0.81983429631471 }, { "x": 2.2, "y": 0.83059846500818 }, { "x": 2.25, "y": 0.84071301867245 }, { "x": 2.3, "y": 0.85021461313111 }, { "x": 2.35, "y": 0.85913842267857 }, { "x": 2.4, "y": 0.86751808790782 }, { "x": 2.45, "y": 0.87538569023098 }, { "x": 2.5, "y": 0.88277174788193 }, { "x": 2.55, "y": 0.88970522901789 }, { "x": 2.6, "y": 0.8962135782486 }, { "x": 2.65, "y": 0.9023227535302 }, { "x": 2.7, "y": 0.90805727088085 }, { "x": 2.75, "y": 0.91344025481623 }, { "x": 2.8, "y": 0.91849349277752 }, { "x": 2.85, "y": 0.92323749214035 }, { "x": 2.9, "y": 0.92769153865964 }, { "x": 2.95, "y": 0.93187375542871 }, { "x": 3, "y": 0.9358011616183 }, { "x": 3.05, "y": 0.93948973041722 }, { "x": 3.1, "y": 0.94295444572642 }, { "x": 3.15, "y": 0.94620935726568 }, { "x": 3.2, "y": 0.94926763384086 }, { "x": 3.25, "y": 0.95214161459278 }, { "x": 3.3, "y": 0.95484285810778 }, { "x": 3.35, "y": 0.95738218931899 }, { "x": 3.4, "y": 0.95976974416543 }, { "x": 3.45, "y": 0.96201501200787 }, { "x": 3.5, "y": 0.96412687582422 }, { "x": 3.55, "y": 0.96611365022676 }, { "x": 3.6, "y": 0.96798311735784 }, { "x": 3.65, "y": 0.96974256073162 }, { "x": 3.7, "y": 0.97139879709744 }, { "x": 3.75, "y": 0.97295820640534 }, { "x": 3.8, "y": 0.97442675995811 }, { "x": 3.85, "y": 0.97581004683558 }, { "x": 3.9, "y": 0.9771132986774 }, { "x": 3.94999999999999, "y": 0.9783414129101 }, { "x": 3.99999999999999, "y": 0.97949897450241 } ] }, { "id": 415, "curve_id": "E1.6", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Thermal plant", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": -0.510825623765996, "sigma": 0.54000000000002912, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.511, σ=0.540, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.09549399E-06 }, { "x": 0.1, "y": 0.00045320381228 }, { "x": 0.15, "y": 0.00512599886939 }, { "x": 0.2, "y": 0.02095225614184 }, { "x": 0.25, "y": 0.0524832598714 }, { "x": 0.3, "y": 0.09963994392313 }, { "x": 0.35, "y": 0.15910533367654 }, { "x": 0.4, "y": 0.22636806308964 }, { "x": 0.45, "y": 0.29710520144561 }, { "x": 0.5, "y": 0.3678200690035 }, { "x": 0.55, "y": 0.43599464786303 }, { "x": 0.6, "y": 0.5 }, { "x": 0.65, "y": 0.5589182811629 }, { "x": 0.7, "y": 0.61235574435253 }, { "x": 0.75, "y": 0.66028050481481 }, { "x": 0.8, "y": 0.70289479855439 }, { "x": 0.85, "y": 0.74054042393402 }, { "x": 0.9, "y": 0.77363193691036 }, { "x": 0.95, "y": 0.80261137820522 }, { "x": 1, "y": 0.82791891737744 }, { "x": 1.05, "y": 0.84997485095626 }, { "x": 1.1, "y": 0.86916946030072 }, { "x": 1.15, "y": 0.88585815473251 }, { "x": 1.2, "y": 0.90036005607687 }, { "x": 1.25, "y": 0.91295873403284 }, { "x": 1.3, "y": 0.92390420779995 }, { "x": 1.35, "y": 0.9334156205588 }, { "x": 1.4, "y": 0.94168419843803 }, { "x": 1.45, "y": 0.94887624768888 }, { "x": 1.5, "y": 0.95513604073875 }, { "x": 1.55, "y": 0.96058850685588 }, { "x": 1.6, "y": 0.96534168597045 }, { "x": 1.65, "y": 0.96948893167178 }, { "x": 1.7, "y": 0.97311086642511 }, { "x": 1.75, "y": 0.97627710205068 }, { "x": 1.8, "y": 0.97904774385816 }, { "x": 1.85, "y": 0.98147469916709 }, { "x": 1.9, "y": 0.98360281138246 }, { "x": 1.95, "y": 0.98547084008524 }, { "x": 2, "y": 0.98711230623934 }, { "x": 2.05, "y": 0.9885562199369 }, { "x": 2.1, "y": 0.98982770630997 }, { "x": 2.15, "y": 0.99094854345971 }, { "x": 2.2, "y": 0.99193762456747 }, { "x": 2.25, "y": 0.99281135479856 }, { "x": 2.3, "y": 0.9935839922047 }, { "x": 2.35, "y": 0.99426794058098 }, { "x": 2.4, "y": 0.99487400113061 }, { "x": 2.45, "y": 0.99541158882749 }, { "x": 2.5, "y": 0.99588891852941 }, { "x": 2.55, "y": 0.996313165171 }, { "x": 2.6, "y": 0.99669060174176 }, { "x": 2.65, "y": 0.99702671821907 }, { "x": 2.7, "y": 0.99732632416635 }, { "x": 2.75, "y": 0.99759363731401 }, { "x": 2.8, "y": 0.99783236010444 }, { "x": 2.85, "y": 0.99804574589554 }, { "x": 2.9, "y": 0.99823665627214 }, { "x": 2.95, "y": 0.99840761070595 }, { "x": 3, "y": 0.99856082962592 }, { "x": 3.05, "y": 0.9986982718091 }, { "x": 3.1, "y": 0.99882166687187 }, { "x": 3.15, "y": 0.99893254353091 }, { "x": 3.2, "y": 0.99903225420814 }, { "x": 3.25, "y": 0.99912199647349 }, { "x": 3.3, "y": 0.99920283174967 }, { "x": 3.35, "y": 0.99927570164431 }, { "x": 3.4, "y": 0.99934144222408 }, { "x": 3.45, "y": 0.99940079650191 }, { "x": 3.5, "y": 0.99945442537131 }, { "x": 3.55, "y": 0.99950291719008 }, { "x": 3.6, "y": 0.99954679618772 }, { "x": 3.65, "y": 0.99958652984814 }, { "x": 3.7, "y": 0.99962253539812 }, { "x": 3.75, "y": 0.99965518551532 }, { "x": 3.8, "y": 0.99968481335395 }, { "x": 3.85, "y": 0.99971171697387 }, { "x": 3.9, "y": 0.99973616324715 }, { "x": 3.94999999999999, "y": 0.99975839130691 }, { "x": 3.99999999999999, "y": 0.99977861559453 } ] }, { "id": 416, "curve_id": "E1.9", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Solar farms", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": 0.36464311268230792, "sigma": 0.63000000201893624, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.365, σ=0.630, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 4.805501E-08 }, { "x": 0.1, "y": 1.149410458E-05 }, { "x": 0.15, "y": 0.00016527546299 }, { "x": 0.2, "y": 0.00086378658943 }, { "x": 0.25, "y": 0.00272409594776 }, { "x": 0.3, "y": 0.00638955365614 }, { "x": 0.35, "y": 0.01237819613663 }, { "x": 0.4, "y": 0.02101473026112 }, { "x": 0.45, "y": 0.03242642396602 }, { "x": 0.5, "y": 0.04657288294981 }, { "x": 0.55, "y": 0.06328778064123 }, { "x": 0.6, "y": 0.08232018748955 }, { "x": 0.65, "y": 0.10336989991463 }, { "x": 0.7, "y": 0.12611508052317 }, { "x": 0.75, "y": 0.150232482837 }, { "x": 0.8, "y": 0.1754113508182 }, { "x": 0.85, "y": 0.20136229570729 }, { "x": 0.9, "y": 0.22782237914994 }, { "x": 0.95, "y": 0.25455744601364 }, { "x": 1, "y": 0.28136254031647 }, { "x": 1.05, "y": 0.30806104316109 }, { "x": 1.1, "y": 0.3345030073068 }, { "x": 1.15, "y": 0.36056303156097 }, { "x": 1.2, "y": 0.38613791664461 }, { "x": 1.25, "y": 0.41114426778798 }, { "x": 1.3, "y": 0.43551615301907 }, { "x": 1.35, "y": 0.45920288540204 }, { "x": 1.4, "y": 0.48216696859012 }, { "x": 1.45, "y": 0.50438222496346 }, { "x": 1.5, "y": 0.52583211198393 }, { "x": 1.55, "y": 0.54650822343492 }, { "x": 1.6, "y": 0.56640896658951 }, { "x": 1.65, "y": 0.5855384030751 }, { "x": 1.7, "y": 0.60390523955427 }, { "x": 1.75, "y": 0.62152195379424 }, { "x": 1.8, "y": 0.63840404187375 }, { "x": 1.85, "y": 0.65456937290927 }, { "x": 1.9, "y": 0.67003763858376 }, { "x": 1.95, "y": 0.68482988580143 }, { "x": 2, "y": 0.69896812188262 }, { "x": 2.05, "y": 0.71247498279682 }, { "x": 2.1, "y": 0.72537345597159 }, { "x": 2.15, "y": 0.7376866501896 }, { "x": 2.2, "y": 0.74943760598265 }, { "x": 2.25, "y": 0.76064914074702 }, { "x": 2.3, "y": 0.7713437235378 }, { "x": 2.35, "y": 0.78154337515441 }, { "x": 2.4, "y": 0.79126958971031 }, { "x": 2.45, "y": 0.80054327439192 }, { "x": 2.5, "y": 0.80938470456195 }, { "x": 2.55, "y": 0.81781349175613 }, { "x": 2.6, "y": 0.82584856246598 }, { "x": 2.65, "y": 0.83350814589972 }, { "x": 2.7, "y": 0.84080976917276 }, { "x": 2.75, "y": 0.84777025860484 }, { "x": 2.8, "y": 0.85440574599519 }, { "x": 2.85, "y": 0.86073167891575 }, { "x": 2.9, "y": 0.86676283420713 }, { "x": 2.95, "y": 0.87251333398723 }, { "x": 3, "y": 0.87799666358978 }, { "x": 3.05, "y": 0.88322569094223 }, { "x": 3.1, "y": 0.88821268697172 }, { "x": 3.15, "y": 0.89296934669553 }, { "x": 3.2, "y": 0.8975068107105 }, { "x": 3.25, "y": 0.90183568684523 }, { "x": 3.3, "y": 0.9059660717814 }, { "x": 3.35, "y": 0.90990757248619 }, { "x": 3.4, "y": 0.9136693273285 }, { "x": 3.45, "y": 0.91726002677748 }, { "x": 3.5, "y": 0.92068793360388 }, { "x": 3.55, "y": 0.923960902523 }, { "x": 3.6, "y": 0.92708639923385 }, { "x": 3.65, "y": 0.93007151882184 }, { "x": 3.7, "y": 0.9329230035035 }, { "x": 3.75, "y": 0.93564725970041 }, { "x": 3.8, "y": 0.93825037443742 }, { "x": 3.85, "y": 0.9407381310659 }, { "x": 3.9, "y": 0.94311602431812 }, { "x": 3.94999999999999, "y": 0.94538927470271 }, { "x": 3.99999999999999, "y": 0.94756284225433 } ] }, { "id": 417, "curve_id": "E12.1", "sector": "Telecommunications", "ci_type": "Others", "ci_desc": "Central offices and broadcasting stations", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.22314355131420718, "sigma": 0.65000000000003177, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.223, σ=0.650, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.6705287E-07 }, { "x": 0.1, "y": 5.101008523E-05 }, { "x": 0.15, "y": 0.00055325519205 }, { "x": 0.2, "y": 0.00240600508702 }, { "x": 0.25, "y": 0.00664209371136 }, { "x": 0.3, "y": 0.01406159613814 }, { "x": 0.35, "y": 0.0250910354839 }, { "x": 0.4, "y": 0.03980307881206 }, { "x": 0.45, "y": 0.05800181727667 }, { "x": 0.5, "y": 0.07931738460142 }, { "x": 0.55, "y": 0.10328614411418 }, { "x": 0.6, "y": 0.12941024877424 }, { "x": 0.65, "y": 0.1571979915211 }, { "x": 0.7, "y": 0.18618884057618 }, { "x": 0.75, "y": 0.21596726308394 }, { "x": 0.8, "y": 0.24616881910584 }, { "x": 0.85, "y": 0.27648120197138 }, { "x": 0.9, "y": 0.3066421642851 }, { "x": 0.95, "y": 0.33643567743438 }, { "x": 1, "y": 0.36568722866681 }, { "x": 1.05, "y": 0.39425884061 }, { "x": 1.1, "y": 0.42204417539853 }, { "x": 1.15, "y": 0.44896393405872 }, { "x": 1.2, "y": 0.47496166119556 }, { "x": 1.25, "y": 0.5 }, { "x": 1.3, "y": 0.52405740197865 }, { "x": 1.35, "y": 0.54712527165192 }, { "x": 1.4, "y": 0.56920551321196 }, { "x": 1.45, "y": 0.59030843994534 }, { "x": 1.5, "y": 0.61045100549688 }, { "x": 1.55, "y": 0.62965531702582 }, { "x": 1.6, "y": 0.64794739282072 }, { "x": 1.65, "y": 0.66535613023632 }, { "x": 1.7, "y": 0.68191245341264 }, { "x": 1.75, "y": 0.69764861383486 }, { "x": 1.8, "y": 0.71259762021886 }, { "x": 1.85, "y": 0.72679277736559 }, { "x": 1.9, "y": 0.74026731647782 }, { "x": 1.95, "y": 0.75305410196263 }, { "x": 2, "y": 0.76518540196437 }, { "x": 2.05, "y": 0.77669271180418 }, { "x": 2.1, "y": 0.78760662117077 }, { "x": 2.15, "y": 0.79795671734019 }, { "x": 2.2, "y": 0.80777151792811 }, { "x": 2.25, "y": 0.81707842772224 }, { "x": 2.3, "y": 0.82590371502936 }, { "x": 2.35, "y": 0.83427250372336 }, { "x": 2.4, "y": 0.84220877781567 }, { "x": 2.45, "y": 0.84973539590588 }, { "x": 2.5, "y": 0.85687411332172 }, { "x": 2.55, "y": 0.86364561013756 }, { "x": 2.6, "y": 0.87006952357923 }, { "x": 2.65, "y": 0.87616448359065 }, { "x": 2.7, "y": 0.88194815056141 }, { "x": 2.75, "y": 0.88743725440164 }, { "x": 2.8, "y": 0.89264763430679 }, { "x": 2.85, "y": 0.89759427868479 }, { "x": 2.9, "y": 0.90229136482665 }, { "x": 2.95, "y": 0.9067522979909 }, { "x": 3, "y": 0.91098974964688 }, { "x": 3.05, "y": 0.91501569468307 }, { "x": 3.1, "y": 0.91884144743711 }, { "x": 3.15, "y": 0.92247769644548 }, { "x": 3.2, "y": 0.92593453784465 }, { "x": 3.25, "y": 0.92922150738273 }, { "x": 3.3, "y": 0.93234761102287 }, { "x": 3.35, "y": 0.93532135413717 }, { "x": 3.4, "y": 0.93815076930409 }, { "x": 3.45, "y": 0.94084344273305 }, { "x": 3.5, "y": 0.94340653934845 }, { "x": 3.55, "y": 0.94584682657189 }, { "x": 3.6, "y": 0.94817069684568 }, { "x": 3.65, "y": 0.95038418894432 }, { "x": 3.7, "y": 0.95249300812252 }, { "x": 3.75, "y": 0.95450254514982 }, { "x": 3.8, "y": 0.95641789428196 }, { "x": 3.85, "y": 0.95824387021931 }, { "x": 3.9, "y": 0.95998502410208 }, { "x": 3.94999999999999, "y": 0.96164565859077 }, { "x": 3.99999999999999, "y": 0.96322984207947 } ] }, { "id": 418, "curve_id": "E12.2", "sector": "Telecommunications", "ci_type": "Others", "ci_desc": "Central offices and broadcasting stations", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.029558802116782343, "sigma": 0.62000000116024423, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.030, σ=0.620, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 5.3177094E-07 }, { "x": 0.1, "y": 8.444114279E-05 }, { "x": 0.15, "y": 0.00094323674676 }, { "x": 0.2, "y": 0.00410216612763 }, { "x": 0.25, "y": 0.01119652097177 }, { "x": 0.3, "y": 0.02331932127345 }, { "x": 0.35, "y": 0.04084731297239 }, { "x": 0.4, "y": 0.06355927102304 }, { "x": 0.45, "y": 0.0908414760224 }, { "x": 0.5, "y": 0.12187701875073 }, { "x": 0.55, "y": 0.15578606935017 }, { "x": 0.6, "y": 0.19171664870064 }, { "x": 0.65, "y": 0.22889627094701 }, { "x": 0.7, "y": 0.26665617439022 }, { "x": 0.75, "y": 0.30443790229278 }, { "x": 0.8, "y": 0.34178939444973 }, { "x": 0.85, "y": 0.37835546371966 }, { "x": 0.9, "y": 0.41386579367954 }, { "x": 0.95, "y": 0.44812236961526 }, { "x": 1, "y": 0.48098743501723 }, { "x": 1.05, "y": 0.51237253754153 }, { "x": 1.1, "y": 0.5422289008016 }, { "x": 1.15, "y": 0.57053916395382 }, { "x": 1.2, "y": 0.59731042258645 }, { "x": 1.25, "y": 0.62256844992335 }, { "x": 1.3, "y": 0.64635295568528 }, { "x": 1.35, "y": 0.66871373745152 }, { "x": 1.4, "y": 0.68970758738069 }, { "x": 1.45, "y": 0.70939583032215 }, { "x": 1.5, "y": 0.72784238445709 }, { "x": 1.55, "y": 0.74511225078913 }, { "x": 1.6, "y": 0.76127035205229 }, { "x": 1.65, "y": 0.77638065443716 }, { "x": 1.7, "y": 0.7905055167852 }, { "x": 1.75, "y": 0.80370522157628 }, { "x": 1.8, "y": 0.81603765024248 }, { "x": 1.85, "y": 0.82755807223111 }, { "x": 1.9, "y": 0.83831902297838 }, { "x": 1.95, "y": 0.84837025070314 }, { "x": 2, "y": 0.85775871583859 }, { "x": 2.05, "y": 0.86652863012371 }, { "x": 2.1, "y": 0.8747215249919 }, { "x": 2.15, "y": 0.88237634102386 }, { "x": 2.2, "y": 0.88952953195893 }, { "x": 2.25, "y": 0.89621517815769 }, { "x": 2.3, "y": 0.90246510553585 }, { "x": 2.35, "y": 0.90830900689723 }, { "x": 2.4, "y": 0.91377456332106 }, { "x": 2.45, "y": 0.91888756384051 }, { "x": 2.5, "y": 0.92367202211213 }, { "x": 2.55, "y": 0.9281502891436 }, { "x": 2.6, "y": 0.93234316143581 }, { "x": 2.65, "y": 0.93626998412313 }, { "x": 2.7, "y": 0.93994874887174 }, { "x": 2.75, "y": 0.94339618643233 }, { "x": 2.8, "y": 0.9466278538472 }, { "x": 2.85, "y": 0.94965821638986 }, { "x": 2.9, "y": 0.9525007243725 }, { "x": 2.95, "y": 0.95516788499792 }, { "x": 3, "y": 0.95767132946065 }, { "x": 3.05, "y": 0.96002187552055 }, { "x": 3.1, "y": 0.9622295857821 }, { "x": 3.15, "y": 0.96430382191735 }, { "x": 3.2, "y": 0.9662532950702 }, { "x": 3.25, "y": 0.9680861126758 }, { "x": 3.3, "y": 0.96980982192306 }, { "x": 3.35, "y": 0.97143145007987 }, { "x": 3.4, "y": 0.97295754189163 }, { "x": 3.45, "y": 0.97439419425353 }, { "x": 3.5, "y": 0.97574708834668 }, { "x": 3.55, "y": 0.97702151941725 }, { "x": 3.6, "y": 0.97822242436741 }, { "x": 3.65, "y": 0.97935440731632 }, { "x": 3.7, "y": 0.98042176327906 }, { "x": 3.75, "y": 0.98142850010176 }, { "x": 3.8, "y": 0.98237835878177 }, { "x": 3.85, "y": 0.98327483229267 }, { "x": 3.9, "y": 0.98412118302555 }, { "x": 3.94999999999999, "y": 0.98492045894991 }, { "x": 3.99999999999999, "y": 0.98567550859008 } ] }, { "id": 419, "curve_id": "E13.1", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground concrete tank, anchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.49469624183669064, "sigma": 0.700000000001667, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.495, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.0769066E-07 }, { "x": 0.1, "y": 3.21950697E-05 }, { "x": 0.15, "y": 0.00031671559166 }, { "x": 0.2, "y": 0.00132395448593 }, { "x": 0.25, "y": 0.0036034510036 }, { "x": 0.3, "y": 0.00761905328807 }, { "x": 0.35, "y": 0.01367608553171 }, { "x": 0.4, "y": 0.02191590398837 }, { "x": 0.45, "y": 0.03234211838788 }, { "x": 0.5, "y": 0.04485597115303 }, { "x": 0.55, "y": 0.05928998477552 }, { "x": 0.6, "y": 0.07543577258958 }, { "x": 0.65, "y": 0.09306524897411 }, { "x": 0.7, "y": 0.11194588855876 }, { "x": 0.75, "y": 0.13185113753372 }, { "x": 0.8, "y": 0.15256710100829 }, { "x": 0.85, "y": 0.17389648332138 }, { "x": 0.9, "y": 0.19566056732895 }, { "x": 0.95, "y": 0.21769983695711 }, { "x": 1, "y": 0.23987369354293 }, { "x": 1.05, "y": 0.26205959408107 }, { "x": 1.1, "y": 0.28415184556331 }, { "x": 1.15, "y": 0.3060602192627 }, { "x": 1.2, "y": 0.32770849708449 }, { "x": 1.25, "y": 0.34903302461166 }, { "x": 1.3, "y": 0.36998131865093 }, { "x": 1.35, "y": 0.39051075814994 }, { "x": 1.4, "y": 0.4105873741842 }, { "x": 1.45, "y": 0.43018474571194 }, { "x": 1.5, "y": 0.44928300178769 }, { "x": 1.55, "y": 0.46786792704623 }, { "x": 1.6, "y": 0.48593016488811 }, { "x": 1.65, "y": 0.50346451145847 }, { "x": 1.7, "y": 0.52046929288649 }, { "x": 1.75, "y": 0.53694581810596 }, { "x": 1.8, "y": 0.55289789974344 }, { "x": 1.85, "y": 0.56833143592078 }, { "x": 1.9, "y": 0.58325404629181 }, { "x": 1.95, "y": 0.59767475616247 }, { "x": 2, "y": 0.61160372309119 }, { "x": 2.05, "y": 0.62505200090785 }, { "x": 2.1, "y": 0.63803133660782 }, { "x": 2.15, "y": 0.65055399606495 }, { "x": 2.2, "y": 0.66263261495676 }, { "x": 2.25, "y": 0.67428007170666 }, { "x": 2.3, "y": 0.68550937962022 }, { "x": 2.35, "y": 0.69633359572758 }, { "x": 2.4, "y": 0.70676574414386 }, { "x": 2.45, "y": 0.7168187520261 }, { "x": 2.5, "y": 0.72650539644248 }, { "x": 2.55, "y": 0.73583826067898 }, { "x": 2.6, "y": 0.74482969869364 }, { "x": 2.65, "y": 0.75349180659192 }, { "x": 2.7, "y": 0.76183640013954 }, { "x": 2.75, "y": 0.7698749974557 }, { "x": 2.8, "y": 0.77761880613945 }, { "x": 2.85, "y": 0.78507871417936 }, { "x": 2.9, "y": 0.79226528408099 }, { "x": 2.95, "y": 0.79918874972103 }, { "x": 3, "y": 0.80585901550195 }, { "x": 3.05, "y": 0.81228565743726 }, { "x": 3.1, "y": 0.81847792584758 }, { "x": 3.15, "y": 0.82444474939038 }, { "x": 3.2, "y": 0.83019474018437 }, { "x": 3.25, "y": 0.83573619982208 }, { "x": 3.3, "y": 0.8410771260931 }, { "x": 3.35, "y": 0.8462252202653 }, { "x": 3.4, "y": 0.85118789479309 }, { "x": 3.45, "y": 0.85597228134073 }, { "x": 3.5, "y": 0.86058523902524 }, { "x": 3.55, "y": 0.86503336279766 }, { "x": 3.6, "y": 0.86932299189386 }, { "x": 3.65, "y": 0.87346021829705 }, { "x": 3.7, "y": 0.87745089516318 }, { "x": 3.75, "y": 0.88130064516889 }, { "x": 3.8, "y": 0.88501486874843 }, { "x": 3.85, "y": 0.88859875219203 }, { "x": 3.9, "y": 0.89205727558365 }, { "x": 3.94999999999999, "y": 0.89539522056026 }, { "x": 3.99999999999999, "y": 0.89861717787887 } ] }, { "id": 420, "curve_id": "E13.10", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Unanchored elevated", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": -0.38566248093668, "sigma": 0.600000000433744, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.386, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 6.80326674E-06 }, { "x": 0.1, "y": 0.00069946672184 }, { "x": 0.15, "y": 0.00588283133379 }, { "x": 0.2, "y": 0.02069380919147 }, { "x": 0.25, "y": 0.04768568143756 }, { "x": 0.3, "y": 0.08630730515145 }, { "x": 0.35, "y": 0.13416150480776 }, { "x": 0.4, "y": 0.18824544492513 }, { "x": 0.45, "y": 0.24570266336632 }, { "x": 0.5, "y": 0.30415948139155 }, { "x": 0.55, "y": 0.36181026792937 }, { "x": 0.6, "y": 0.41737821050222 }, { "x": 0.65, "y": 0.4700275035756 }, { "x": 0.7, "y": 0.51926642817446 }, { "x": 0.75, "y": 0.56485915097271 }, { "x": 0.8, "y": 0.60675252231796 }, { "x": 0.85, "y": 0.64501855093776 }, { "x": 0.9, "y": 0.679810851495 }, { "x": 0.95, "y": 0.71133260629833 }, { "x": 1, "y": 0.73981358399293 }, { "x": 1.05, "y": 0.76549406508513 }, { "x": 1.1, "y": 0.78861391609635 }, { "x": 1.15, "y": 0.80940543166954 }, { "x": 1.2, "y": 0.82808888898851 }, { "x": 1.25, "y": 0.84487002263726 }, { "x": 1.3, "y": 0.85993883455575 }, { "x": 1.35, "y": 0.87346931170021 }, { "x": 1.4, "y": 0.8856197428344 }, { "x": 1.45, "y": 0.89653341416215 }, { "x": 1.5, "y": 0.90633952846573 }, { "x": 1.55, "y": 0.91515423980305 }, { "x": 1.6, "y": 0.92308173012153 }, { "x": 1.65, "y": 0.93021527878361 }, { "x": 1.7, "y": 0.93663829354316 }, { "x": 1.75, "y": 0.94242528387988 }, { "x": 1.8, "y": 0.94764276621189 }, { "x": 1.85, "y": 0.95235009641008 }, { "x": 1.9, "y": 0.95660022899733 }, { "x": 1.95, "y": 0.96044040499235 }, { "x": 2, "y": 0.96391277195598 }, { "x": 2.05, "y": 0.96705494071438 }, { "x": 2.1, "y": 0.96990048367876 }, { "x": 2.15, "y": 0.97247937980956 }, { "x": 2.2, "y": 0.97481841119114 }, { "x": 2.25, "y": 0.97694151596981 }, { "x": 2.3, "y": 0.97887010211546 }, { "x": 2.35, "y": 0.98062332613477 }, { "x": 2.4, "y": 0.98221834051482 }, { "x": 2.45, "y": 0.98367051332928 }, { "x": 2.5, "y": 0.98499362310423 }, { "x": 2.55, "y": 0.9862000317248 }, { "x": 2.6, "y": 0.98730083787017 }, { "x": 2.65, "y": 0.98830601319506 }, { "x": 2.7, "y": 0.98922452323066 }, { "x": 2.75, "y": 0.99006443475678 }, { "x": 2.8, "y": 0.99083301119764 }, { "x": 2.85, "y": 0.99153679741612 }, { "x": 2.9, "y": 0.99218169512264 }, { "x": 2.95, "y": 0.99277302997359 }, { "x": 3, "y": 0.99331561130936 }, { "x": 3.05, "y": 0.9938137853713 }, { "x": 3.1, "y": 0.99427148273871 }, { "x": 3.15, "y": 0.99469226064079 }, { "x": 3.2, "y": 0.99507934072187 }, { "x": 3.25, "y": 0.99543564277092 }, { "x": 3.3, "y": 0.99576381486709 }, { "x": 3.35, "y": 0.99606626034031 }, { "x": 3.4, "y": 0.99634516190031 }, { "x": 3.45, "y": 0.99660250324614 }, { "x": 3.5, "y": 0.99684008843299 }, { "x": 3.55, "y": 0.99705955924096 }, { "x": 3.6, "y": 0.99726241076292 }, { "x": 3.65, "y": 0.99745000540365 }, { "x": 3.7, "y": 0.99762358546112 }, { "x": 3.75, "y": 0.99778428444113 }, { "x": 3.8, "y": 0.99793313724 }, { "x": 3.85, "y": 0.99807108931475 }, { "x": 3.9, "y": 0.99819900494715 }, { "x": 3.94999999999999, "y": 0.99831767469614 }, { "x": 3.99999999999999, "y": 0.99842782212295 } ] }, { "id": 421, "curve_id": "E13.11", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.14842000511766604, "sigma": 0.0700000000298483, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.148, σ=0.070, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0 }, { "x": 0.65, "y": 0 }, { "x": 0.7, "y": 2.7E-13 }, { "x": 0.75, "y": 2.3317E-10 }, { "x": 0.8, "y": 5.540188E-08 }, { "x": 0.85, "y": 4.45664331E-06 }, { "x": 0.9, "y": 0.0001442371614 }, { "x": 0.95, "y": 0.00216510990583 }, { "x": 1, "y": 0.01699097575535 }, { "x": 1.05, "y": 0.07732700247732 }, { "x": 1.1, "y": 0.22401249122501 }, { "x": 1.15, "y": 0.45078170671463 }, { "x": 1.2, "y": 0.68591630819839 }, { "x": 1.25, "y": 0.85712225643359 }, { "x": 1.3, "y": 0.94821371248257 }, { "x": 1.35, "y": 0.98487962471551 }, { "x": 1.4, "y": 0.99638932515882 }, { "x": 1.45, "y": 0.99928311499464 }, { "x": 1.5, "y": 0.99987970448734 }, { "x": 1.55, "y": 0.99998267243948 }, { "x": 1.6, "y": 0.99999782639276 }, { "x": 1.65, "y": 0.99999975938213 }, { "x": 1.7, "y": 0.99999997620906 }, { "x": 1.75, "y": 0.99999999787588 }, { "x": 1.8, "y": 0.99999999982705 }, { "x": 1.85, "y": 0.99999999998704 }, { "x": 1.9, "y": 0.9999999999991 }, { "x": 1.95, "y": 0.99999999999994 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 422, "curve_id": "E13.13", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Filled for >=50%", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.14842000511811068, "sigma": 0.40000000000073571, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.148, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 4.4632E-10 }, { "x": 0.15, "y": 1.5782905E-07 }, { "x": 0.2, "y": 5.54770144E-06 }, { "x": 0.25, "y": 6.23275246E-05 }, { "x": 0.3, "y": 0.00036113633987 }, { "x": 0.35, "y": 0.00136950346168 }, { "x": 0.4, "y": 0.00388646960553 }, { "x": 0.45, "y": 0.00895873474204 }, { "x": 0.5, "y": 0.01769280183254 }, { "x": 0.55, "y": 0.03104569863943 }, { "x": 0.6, "y": 0.04966463256932 }, { "x": 0.65, "y": 0.07380750408104 }, { "x": 0.7, "y": 0.10334178915257 }, { "x": 0.75, "y": 0.13780037319152 }, { "x": 0.8, "y": 0.17646815242508 }, { "x": 0.85, "y": 0.21847693708097 }, { "x": 0.9, "y": 0.26289316913196 }, { "x": 0.95, "y": 0.30878992718453 }, { "x": 1, "y": 0.35530014074689 }, { "x": 1.05, "y": 0.40165153741819 }, { "x": 1.1, "y": 0.44718583588906 }, { "x": 1.15, "y": 0.49136550599729 }, { "x": 1.2, "y": 0.53377146968897 }, { "x": 1.25, "y": 0.57409475218541 }, { "x": 1.3, "y": 0.61212454727025 }, { "x": 1.35, "y": 0.64773458201425 }, { "x": 1.4, "y": 0.68086913582502 }, { "x": 1.45, "y": 0.71152962321323 }, { "x": 1.5, "y": 0.73976229850574 }, { "x": 1.55, "y": 0.76564737823501 }, { "x": 1.6, "y": 0.78928969040624 }, { "x": 1.65, "y": 0.81081083446544 }, { "x": 1.7, "y": 0.83034275729114 }, { "x": 1.75, "y": 0.84802260646625 }, { "x": 1.8, "y": 0.86398870227589 }, { "x": 1.85, "y": 0.87837746637654 }, { "x": 1.9, "y": 0.89132115192547 }, { "x": 1.95, "y": 0.90294623282101 }, { "x": 2, "y": 0.91337232555847 }, { "x": 2.05, "y": 0.92271153401554 }, { "x": 2.1, "y": 0.9310681239441 }, { "x": 2.15, "y": 0.93853844928358 }, { "x": 2.2, "y": 0.94521106621423 }, { "x": 2.25, "y": 0.95116698297288 }, { "x": 2.3, "y": 0.95648000385238 }, { "x": 2.35, "y": 0.96121713459063 }, { "x": 2.4, "y": 0.96543902367011 }, { "x": 2.45, "y": 0.96920042006136 }, { "x": 2.5, "y": 0.97255063282858 }, { "x": 2.55, "y": 0.97553398193827 }, { "x": 2.6, "y": 0.97819023272694 }, { "x": 2.65, "y": 0.98055500892871 }, { "x": 2.7, "y": 0.98266018105833 }, { "x": 2.75, "y": 0.98453422839248 }, { "x": 2.8, "y": 0.98620257388017 }, { "x": 2.85, "y": 0.98768789211327 }, { "x": 2.9, "y": 0.98901039106291 }, { "x": 2.95, "y": 0.99018806868357 }, { "x": 3, "y": 0.99123694574678 }, { "x": 3.05, "y": 0.99217127642119 }, { "x": 3.1, "y": 0.99300373819153 }, { "x": 3.15, "y": 0.99374560272688 }, { "x": 3.2, "y": 0.99440688928389 }, { "x": 3.25, "y": 0.9949965021763 }, { "x": 3.3, "y": 0.99552235376802 }, { "x": 3.35, "y": 0.99599147436022994 }, { "x": 3.4, "y": 0.99641011024958 }, { "x": 3.45, "y": 0.99678381113811 }, { "x": 3.5, "y": 0.99711750797983 }, { "x": 3.55, "y": 0.99741558225533 }, { "x": 3.6, "y": 0.99768192757627 }, { "x": 3.65, "y": 0.99792000443731 }, { "x": 3.7, "y": 0.99813288885368 }, { "x": 3.75, "y": 0.99832331554949 }, { "x": 3.8, "y": 0.99849371629432 }, { "x": 3.85, "y": 0.99864625392372 }, { "x": 3.9, "y": 0.99878285252315 }, { "x": 3.94999999999999, "y": 0.99890522420362 }, { "x": 3.99999999999999, "y": 0.99901489285123 } ] }, { "id": 423, "curve_id": "E13.14", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Filled for >=60%", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.14842000511820655, "sigma": 0.41000000000029158, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.148, σ=0.410, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1E-14 }, { "x": 0.1, "y": 1.12904E-09 }, { "x": 0.15, "y": 3.0327178E-07 }, { "x": 0.2, "y": 9.03645711E-06 }, { "x": 0.25, "y": 9.084366113E-05 }, { "x": 0.3, "y": 0.00048598142818 }, { "x": 0.35, "y": 0.00173593519386 }, { "x": 0.4, "y": 0.00470407527673 }, { "x": 0.45, "y": 0.0104557156294 }, { "x": 0.5, "y": 0.02005555342921 }, { "x": 0.55, "y": 0.03436891692225 }, { "x": 0.6, "y": 0.05392677016415 }, { "x": 0.65, "y": 0.07887343896535 }, { "x": 0.7, "y": 0.10898595441696 }, { "x": 0.75, "y": 0.14374055895434 }, { "x": 0.8, "y": 0.18240109008591 }, { "x": 0.85, "y": 0.22410947589645 }, { "x": 0.9, "y": 0.26796579496616 }, { "x": 0.95, "y": 0.31309174602486 }, { "x": 1, "y": 0.3586760105562 }, { "x": 1.05, "y": 0.40400284898474 }, { "x": 1.1, "y": 0.44846670748868 }, { "x": 1.15, "y": 0.49157607171815 }, { "x": 1.2, "y": 0.53294967427521 }, { "x": 1.25, "y": 0.57230773338316 }, { "x": 1.3, "y": 0.60946036170347 }, { "x": 1.35, "y": 0.64429474991404 }, { "x": 1.4, "y": 0.67676225765712 }, { "x": 1.45, "y": 0.70686615767807 }, { "x": 1.5, "y": 0.7346504795927 }, { "x": 1.55, "y": 0.76019017920021 }, { "x": 1.6, "y": 0.78358270461421 }, { "x": 1.65, "y": 0.80494092792566 }, { "x": 1.7, "y": 0.82438734794992 }, { "x": 1.75, "y": 0.84204943507445 }, { "x": 1.8, "y": 0.85805597466253 }, { "x": 1.85, "y": 0.87253426421404 }, { "x": 1.9, "y": 0.88560802657937 }, { "x": 1.95, "y": 0.89739591340156 }, { "x": 2, "y": 0.90801048714482 }, { "x": 2.05, "y": 0.91755758489835 }, { "x": 2.1, "y": 0.9261359815683 }, { "x": 2.15, "y": 0.93383728346482 }, { "x": 2.2, "y": 0.94074599533135 }, { "x": 2.25, "y": 0.94693971442472 }, { "x": 2.3, "y": 0.95248941434211 }, { "x": 2.35, "y": 0.95745978898727 }, { "x": 2.4, "y": 0.96190963349683 }, { "x": 2.45, "y": 0.965892244255 }, { "x": 2.5, "y": 0.9694558244555 }, { "x": 2.55, "y": 0.97264388516882 }, { "x": 2.6, "y": 0.97549563466877 }, { "x": 2.65, "y": 0.97804635098371 }, { "x": 2.7, "y": 0.98032773436687 }, { "x": 2.75, "y": 0.98236823771466 }, { "x": 2.8, "y": 0.98419337397785 }, { "x": 2.85, "y": 0.98582600036979 }, { "x": 2.9, "y": 0.98728657973147 }, { "x": 2.95, "y": 0.98859341980798 }, { "x": 3, "y": 0.98976289146023 }, { "x": 3.05, "y": 0.99080962700759 }, { "x": 3.1, "y": 0.99174669999526 }, { "x": 3.15, "y": 0.99258578772223 }, { "x": 3.2, "y": 0.99333731786673 }, { "x": 3.25, "y": 0.99401060051725 }, { "x": 3.3, "y": 0.99461394686769 }, { "x": 3.35, "y": 0.99515477577197 }, { "x": 3.4, "y": 0.99563970928126 }, { "x": 3.45, "y": 0.99607465821088 }, { "x": 3.5, "y": 0.99646489870572 }, { "x": 3.55, "y": 0.99681514069581 }, { "x": 3.6, "y": 0.99712958905846 }, { "x": 3.65, "y": 0.99741199823158 }, { "x": 3.7, "y": 0.99766572095473 }, { "x": 3.75, "y": 0.99789375175086 }, { "x": 3.8, "y": 0.99809876570266 }, { "x": 3.85, "y": 0.99828315302273 }, { "x": 3.9, "y": 0.9984490498669 }, { "x": 3.94999999999999, "y": 0.99859836579418 }, { "x": 3.99999999999999, "y": 0.99873280823518 } ] }, { "id": 424, "curve_id": "E13.15", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Filled for >=90%", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.13976194237515863, "sigma": 0.1, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.140, σ=0.100, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 8E-14 }, { "x": 0.6, "y": 3.862E-11 }, { "x": 0.65, "y": 5.80185E-09 }, { "x": 0.7, "y": 3.4462419E-07 }, { "x": 0.75, "y": 9.58090844E-06 }, { "x": 0.8, "y": 0.00014223035268 }, { "x": 0.85, "y": 0.00125220244465 }, { "x": 0.9, "y": 0.00711855471227 }, { "x": 0.95, "y": 0.02803106527567 }, { "x": 1, "y": 0.081113691174 }, { "x": 1.05, "y": 0.18148568194428 }, { "x": 1.1, "y": 0.32833419425937 }, { "x": 1.15, "y": 0.5 }, { "x": 1.2, "y": 0.66479892480255 }, { "x": 1.25, "y": 0.79780768632497 }, { "x": 1.3, "y": 0.88990503161034 }, { "x": 1.35, "y": 0.94557973793552 }, { "x": 1.4, "y": 0.97541432794356 }, { "x": 1.45, "y": 0.98977577806401 }, { "x": 1.5, "y": 0.9960583980029 }, { "x": 1.55, "y": 0.99858178334436 }, { "x": 1.6, "y": 0.99952072251836 }, { "x": 1.65, "y": 0.99984698024859 }, { "x": 1.7, "y": 0.99995359585689 }, { "x": 1.75, "y": 0.99998656783815 }, { "x": 1.8, "y": 0.9999962721685 }, { "x": 1.85, "y": 0.99999900401355 }, { "x": 1.9, "y": 0.99999974287637 }, { "x": 1.95, "y": 0.99999993564534 }, { "x": 2, "y": 0.99999998433637 }, { "x": 2.05, "y": 0.99999999628221 }, { "x": 2.1, "y": 0.99999999913732 }, { "x": 2.15, "y": 0.99999999980385 }, { "x": 2.2, "y": 0.99999999995621 }, { "x": 2.25, "y": 0.99999999999038 }, { "x": 2.3, "y": 0.99999999999792 }, { "x": 2.35, "y": 0.99999999999956 }, { "x": 2.4, "y": 0.99999999999991 }, { "x": 2.45, "y": 0.99999999999998 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 425, "curve_id": "E13.16", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Anchored components", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 1.4492691601509982, "sigma": 0.799999999835284, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.449, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.378146E-08 }, { "x": 0.1, "y": 1.36724202E-06 }, { "x": 0.15, "y": 1.438522846E-05 }, { "x": 0.2, "y": 6.58163094E-05 }, { "x": 0.25, "y": 0.000196713275 }, { "x": 0.3, "y": 0.00045567738603 }, { "x": 0.35, "y": 0.00089246436337 }, { "x": 0.4, "y": 0.00155349315781 }, { "x": 0.45, "y": 0.00247922262252 }, { "x": 0.5, "y": 0.00370293509216 }, { "x": 0.55, "y": 0.00525045833651 }, { "x": 0.6, "y": 0.00714046074545 }, { "x": 0.65, "y": 0.00938506406859 }, { "x": 0.7, "y": 0.01199060538698 }, { "x": 0.75, "y": 0.01495844271459 }, { "x": 0.8, "y": 0.01828574128063 }, { "x": 0.85, "y": 0.02196620555283 }, { "x": 0.9, "y": 0.02599073993862 }, { "x": 0.95, "y": 0.03034803217907 }, { "x": 1, "y": 0.0350250600607 }, { "x": 1.05, "y": 0.04000752579592 }, { "x": 1.1, "y": 0.04528022431922 }, { "x": 1.15, "y": 0.05082735250648 }, { "x": 1.2, "y": 0.05663276640281 }, { "x": 1.25, "y": 0.06268019322876 }, { "x": 1.3, "y": 0.06895340441285 }, { "x": 1.35, "y": 0.07543635528385 }, { "x": 1.4, "y": 0.08211329642026 }, { "x": 1.45, "y": 0.08896886103765 }, { "x": 1.5, "y": 0.09598813221972 }, { "x": 1.55, "y": 0.10315669327662 }, { "x": 1.6, "y": 0.11046066404766 }, { "x": 1.65, "y": 0.11788672555471 }, { "x": 1.7, "y": 0.1254221350538 }, { "x": 1.75, "y": 0.1330547332214 }, { "x": 1.8, "y": 0.14077294494364 }, { "x": 1.85, "y": 0.14856577494677 }, { "x": 1.9, "y": 0.15642279930995 }, { "x": 1.95, "y": 0.16433415373399 }, { "x": 2, "y": 0.1722905192962 }, { "x": 2.05, "y": 0.18028310630061 }, { "x": 2.1, "y": 0.18830363672962 }, { "x": 2.15, "y": 0.19634432571619 }, { "x": 2.2, "y": 0.20439786238198 }, { "x": 2.25, "y": 0.21245739032491 }, { "x": 2.3, "y": 0.22051648798695 }, { "x": 2.35, "y": 0.22856914908934 }, { "x": 2.4, "y": 0.23660976328507 }, { "x": 2.45, "y": 0.2446330971477 }, { "x": 2.5, "y": 0.25263427558958 }, { "x": 2.55, "y": 0.2606087637809 }, { "x": 2.6, "y": 0.26855234962291 }, { "x": 2.65, "y": 0.27646112681393 }, { "x": 2.7, "y": 0.28433147853406 }, { "x": 2.75, "y": 0.29216006176473 }, { "x": 2.8, "y": 0.29994379225059 }, { "x": 2.85, "y": 0.30767983010473 }, { "x": 2.9, "y": 0.31536556605242 }, { "x": 2.95, "y": 0.32299860830462 }, { "x": 3, "y": 0.33057677004878 }, { "x": 3.05, "y": 0.33809805754172 }, { "x": 3.1, "y": 0.34556065878762 }, { "x": 3.15, "y": 0.35296293278245 }, { "x": 3.2, "y": 0.36030339930504 }, { "x": 3.25, "y": 0.36758072923461 }, { "x": 3.3, "y": 0.37479373537374 }, { "x": 3.35, "y": 0.38194136375609 }, { "x": 3.4, "y": 0.38902268541783 }, { "x": 3.45, "y": 0.39603688861219 }, { "x": 3.5, "y": 0.40298327144683 }, { "x": 3.55, "y": 0.40986123492412 }, { "x": 3.6, "y": 0.41667027636496 }, { "x": 3.65, "y": 0.42340998319743 }, { "x": 3.7, "y": 0.43008002709203 }, { "x": 3.75, "y": 0.43668015842605 }, { "x": 3.8, "y": 0.44321020106028 }, { "x": 3.85, "y": 0.44967004741172 }, { "x": 3.9, "y": 0.45605965380706 }, { "x": 3.94999999999999, "y": 0.46237903610188 }, { "x": 3.99999999999999, "y": 0.4686282655516 } ] }, { "id": 426, "curve_id": "E13.17", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Unanchored components", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.12221763272424908, "sigma": 0.10000000000000034, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.122, σ=0.100, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 3E-13 }, { "x": 0.6, "y": 1.2224E-10 }, { "x": 0.65, "y": 1.601104E-08 }, { "x": 0.7, "y": 8.3838245E-07 }, { "x": 0.75, "y": 2.074721604E-05 }, { "x": 0.8, "y": 0.00027656644659 }, { "x": 0.85, "y": 0.00220413503583 }, { "x": 0.9, "y": 0.01142954575576 }, { "x": 0.95, "y": 0.04136072624039 }, { "x": 1, "y": 0.11082047697877 }, { "x": 1.05, "y": 0.23139067149821 }, { "x": 1.1, "y": 0.3939361652934 }, { "x": 1.15, "y": 0.56963426021344 }, { "x": 1.2, "y": 0.72609307481175 }, { "x": 1.25, "y": 0.84357482575664 }, { "x": 1.3, "y": 0.91946266348584 }, { "x": 1.35, "y": 0.96236942820791 }, { "x": 1.4, "y": 0.98392521596254 }, { "x": 1.45, "y": 0.99367474455326 }, { "x": 1.5, "y": 0.99769053932808 }, { "x": 1.55, "y": 0.99921216355063 }, { "x": 1.6, "y": 0.9997472830498 }, { "x": 1.65, "y": 0.99992332369207 }, { "x": 1.7, "y": 0.99997787660194 }, { "x": 1.75, "y": 0.99999389996533 }, { "x": 1.8, "y": 0.99999838551516 }, { "x": 1.85, "y": 0.99999958817805 }, { "x": 1.9, "y": 0.99999989838712 }, { "x": 1.95, "y": 0.99999997566709 }, { "x": 2, "y": 0.99999999432776 }, { "x": 2.05, "y": 0.99999999870932 }, { "x": 2.1, "y": 0.99999999971261 }, { "x": 2.15, "y": 0.99999999993724 }, { "x": 2.2, "y": 0.99999999998653 }, { "x": 2.25, "y": 0.99999999999715 }, { "x": 2.3, "y": 0.99999999999941 }, { "x": 2.35, "y": 0.99999999999988 }, { "x": 2.4, "y": 0.99999999999998 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 427, "curve_id": "E13.18", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "On-grade cylindrical steel storage tanks", "source_type": "Peer-reviewed", "source_abbrev": "O'Rourke and Sos (2000)", "source_detail": "O’Rourke, M. J. and So, P.: Seismic fragility curves for on-grade steel tanks, Earthquake Spectra, 16, 801–815, https://doi.org/10.1193/1.1586140, 2000.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.30010459231674419, "sigma": 0.22000000164707592, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.300, σ=0.220, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 1E-14 }, { "x": 0.3, "y": 4.05E-12 }, { "x": 0.35, "y": 4.2304E-10 }, { "x": 0.4, "y": 1.609668E-08 }, { "x": 0.45, "y": 2.9617886E-07 }, { "x": 0.5, "y": 3.16911469E-06 }, { "x": 0.55, "y": 2.236791585E-05 }, { "x": 0.6, "y": 0.00011388240436 }, { "x": 0.65, "y": 0.00044652774097 }, { "x": 0.7, "y": 0.00141621672189 }, { "x": 0.75, "y": 0.00377275700603 }, { "x": 0.8, "y": 0.00869396083056 }, { "x": 0.85, "y": 0.01774013306604 }, { "x": 0.9, "y": 0.03266281025947 }, { "x": 0.95, "y": 0.05510353376596 }, { "x": 1, "y": 0.08626619329385 }, { "x": 1.05, "y": 0.12665671137338 }, { "x": 1.1, "y": 0.1759568651095 }, { "x": 1.15, "y": 0.23305275941416 }, { "x": 1.2, "y": 0.29619444526733 }, { "x": 1.25, "y": 0.36323580059969 }, { "x": 1.3, "y": 0.4318968602079 }, { "x": 1.35, "y": 0.5 }, { "x": 1.4, "y": 0.56564901162871 }, { "x": 1.45, "y": 0.62733887636424 }, { "x": 1.5, "y": 0.68399918209633 }, { "x": 1.55, "y": 0.73498364535293 }, { "x": 1.6, "y": 0.78002224631089 }, { "x": 1.65, "y": 0.81915236294006 }, { "x": 1.7, "y": 0.8526426397121 }, { "x": 1.75, "y": 0.88091960095894 }, { "x": 1.8, "y": 0.90450325986777 }, { "x": 1.85, "y": 0.92395478370886 }, { "x": 1.9, "y": 0.93983690054573 }, { "x": 1.95, "y": 0.95268617929973 }, { "x": 2, "y": 0.96299545926954 }, { "x": 2.05, "y": 0.9712043724555 }, { "x": 2.1, "y": 0.97769591876357 }, { "x": 2.15, "y": 0.98279727434534 }, { "x": 2.2, "y": 0.98678332766945 }, { "x": 2.25, "y": 0.98988177273825 }, { "x": 2.3, "y": 0.99227890002084 }, { "x": 2.35, "y": 0.99412549098578 }, { "x": 2.4, "y": 0.99554243422057 }, { "x": 2.45, "y": 0.99662584167114 }, { "x": 2.5, "y": 0.99745155891297 }, { "x": 2.55, "y": 0.99807904183059 }, { "x": 2.6, "y": 0.99855462199125 }, { "x": 2.65, "y": 0.99891421186163 }, { "x": 2.7, "y": 0.99918551508469 }, { "x": 2.75, "y": 0.99938981122769 }, { "x": 2.8, "y": 0.99954338242178 }, { "x": 2.85, "y": 0.99965864379181 }, { "x": 2.9, "y": 0.99974503234527 }, { "x": 2.95, "y": 0.99980970124543 }, { "x": 3, "y": 0.99985805886931 }, { "x": 3.05, "y": 0.99989418515636 }, { "x": 3.1, "y": 0.99992115168273 }, { "x": 3.15, "y": 0.999941266702 }, { "x": 3.2, "y": 0.99995626204826 }, { "x": 3.25, "y": 0.99996743522403 }, { "x": 3.3, "y": 0.9999757571002 }, { "x": 3.35, "y": 0.99998195333547 }, { "x": 3.4, "y": 0.99998656578358 }, { "x": 3.45, "y": 0.99998999871003 }, { "x": 3.5, "y": 0.99999255351134 }, { "x": 3.55, "y": 0.9999944547538 }, { "x": 3.6, "y": 0.99999586967349 }, { "x": 3.65, "y": 0.99999692276077 }, { "x": 3.7, "y": 0.99999770665582 }, { "x": 3.75, "y": 0.99999829028042 }, { "x": 3.8, "y": 0.99999872490179 }, { "x": 3.85, "y": 0.99999904865098 }, { "x": 3.9, "y": 0.99999928988777 }, { "x": 3.94999999999999, "y": 0.99999946970509 }, { "x": 3.99999999999999, "y": 0.99999960379233 } ] }, { "id": 428, "curve_id": "E13.19", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "On-grade cylindrical steel, H/D < 0.70", "source_type": "Peer-reviewed", "source_abbrev": "O'Rourke and Sos (2000)", "source_detail": "O’Rourke, M. J. and So, P.: Seismic fragility curves for on-grade steel tanks, Earthquake Spectra, 16, 801–815, https://doi.org/10.1193/1.1586140, 2000.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.58221561985255132, "sigma": 0.29000000000056658, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.582, σ=0.290, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 2E-14 }, { "x": 0.25, "y": 5.69E-12 }, { "x": 0.3, "y": 3.654E-10 }, { "x": 0.35, "y": 9.13055E-09 }, { "x": 0.4, "y": 1.1877327E-07 }, { "x": 0.45, "y": 9.6263204E-07 }, { "x": 0.5, "y": 5.46761424E-06 }, { "x": 0.55, "y": 2.359278873E-05 }, { "x": 0.6, "y": 8.191608238E-05 }, { "x": 0.65, "y": 0.00023872527014 }, { "x": 0.7, "y": 0.00060279630639 }, { "x": 0.75, "y": 0.00135146234959 }, { "x": 0.8, "y": 0.0027423101113 }, { "x": 0.85, "y": 0.00511361764716 }, { "x": 0.9, "y": 0.00887116294846 }, { "x": 0.95, "y": 0.0144622682848 }, { "x": 1, "y": 0.02234077673213 }, { "x": 1.05, "y": 0.032928324999 }, { "x": 1.1, "y": 0.04657755413476 }, { "x": 1.15, "y": 0.0635420062312 }, { "x": 1.2, "y": 0.08395584917271 }, { "x": 1.25, "y": 0.10782474685342 }, { "x": 1.3, "y": 0.13502754296765 }, { "x": 1.35, "y": 0.16532718993939 }, { "x": 1.4, "y": 0.19838861615301 }, { "x": 1.45, "y": 0.23380095522641 }, { "x": 1.5, "y": 0.27110166408565 }, { "x": 1.55, "y": 0.30980040990475 }, { "x": 1.6, "y": 0.34940109161905 }, { "x": 1.65, "y": 0.38942088300177 }, { "x": 1.7, "y": 0.42940567232432 }, { "x": 1.75, "y": 0.46894168678744 }, { "x": 1.8, "y": 0.50766340938778 }, { "x": 1.85, "y": 0.54525811963144 }, { "x": 1.9, "y": 0.58146752634021 }, { "x": 1.95, "y": 0.61608702537656 }, { "x": 2, "y": 0.64896312417738 }, { "x": 2.05, "y": 0.67998954480795 }, { "x": 2.1, "y": 0.70910246214644 }, { "x": 2.15, "y": 0.73627526545672 }, { "x": 2.2, "y": 0.76151315887935 }, { "x": 2.25, "y": 0.78484784554987 }, { "x": 2.3, "y": 0.80633247520261 }, { "x": 2.35, "y": 0.82603697852879 }, { "x": 2.4, "y": 0.84404386418671 }, { "x": 2.45, "y": 0.86044451622785 }, { "x": 2.5, "y": 0.87533600020724 }, { "x": 2.55, "y": 0.88881836443629 }, { "x": 2.6, "y": 0.90099240758835 }, { "x": 2.65, "y": 0.91195787402696 }, { "x": 2.7, "y": 0.9218120326924 }, { "x": 2.75, "y": 0.93064859315989 }, { "x": 2.8, "y": 0.93855691270968 }, { "x": 2.85, "y": 0.94562145020451 }, { "x": 2.9, "y": 0.95192142566602 }, { "x": 2.95, "y": 0.95753064821864 }, { "x": 3, "y": 0.96251747917292 }, { "x": 3.05, "y": 0.96694490119115 }, { "x": 3.1, "y": 0.97087066853145 }, { "x": 3.15, "y": 0.9743475171799 }, { "x": 3.2, "y": 0.97742341717666 }, { "x": 3.25, "y": 0.98014185258314 }, { "x": 3.3, "y": 0.98254211730881 }, { "x": 3.35, "y": 0.98465961742445 }, { "x": 3.4, "y": 0.98652617265124 }, { "x": 3.45, "y": 0.98817031145835 }, { "x": 3.5, "y": 0.98961755565678 }, { "x": 3.55, "y": 0.99089069157457 }, { "x": 3.6, "y": 0.99201002587293 }, { "x": 3.65, "y": 0.99299362484198 }, { "x": 3.7, "y": 0.99385753663038 }, { "x": 3.75, "y": 0.99461599633862 }, { "x": 3.8, "y": 0.99528161426607 }, { "x": 3.85, "y": 0.9958655478668 }, { "x": 3.9, "y": 0.99637765815636 }, { "x": 3.94999999999999, "y": 0.99682665143687 }, { "x": 3.99999999999999, "y": 0.99722020728305 } ] }, { "id": 429, "curve_id": "E13.2", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground concrete tank, unanchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.0392207129461669, "sigma": 0.60000000208828763, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.039, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.1155522E-07 }, { "x": 0.1, "y": 4.750195137E-05 }, { "x": 0.15, "y": 0.00062496489571 }, { "x": 0.2, "y": 0.00300015562649 }, { "x": 0.25, "y": 0.00875408872996 }, { "x": 0.3, "y": 0.01913322439347 }, { "x": 0.35, "y": 0.03475646913902 }, { "x": 0.4, "y": 0.05563406028339 }, { "x": 0.45, "y": 0.08132502868 }, { "x": 0.5, "y": 0.11111626135292 }, { "x": 0.55, "y": 0.14417167797101 }, { "x": 0.6, "y": 0.17963842934702 }, { "x": 0.65, "y": 0.21671392131122 }, { "x": 0.7, "y": 0.25468271764404 }, { "x": 0.75, "y": 0.29293247871586 }, { "x": 0.8, "y": 0.33095640629412 }, { "x": 0.85, "y": 0.36834768369384 }, { "x": 0.9, "y": 0.40478968209936 }, { "x": 0.95, "y": 0.44004438713195 }, { "x": 1, "y": 0.47394055855623 }, { "x": 1.05, "y": 0.50636249460834 }, { "x": 1.1, "y": 0.53723985202965 }, { "x": 1.15, "y": 0.56653870767156 }, { "x": 1.2, "y": 0.59425388753493 }, { "x": 1.25, "y": 0.62040249840636 }, { "x": 1.3, "y": 0.64501855093776 }, { "x": 1.35, "y": 0.66814854424949 }, { "x": 1.4, "y": 0.68984787979293 }, { "x": 1.45, "y": 0.71017797908307 }, { "x": 1.5, "y": 0.72920399144869 }, { "x": 1.55, "y": 0.74699299134625 }, { "x": 1.6, "y": 0.76361257838433 }, { "x": 1.65, "y": 0.77912980608335 }, { "x": 1.7, "y": 0.79361037708724 }, { "x": 1.75, "y": 0.80711805286525 }, { "x": 1.8, "y": 0.81971423487774 }, { "x": 1.85, "y": 0.83145768180459 }, { "x": 1.9, "y": 0.84240433386992 }, { "x": 1.95, "y": 0.85260722068189 }, { "x": 2, "y": 0.86211643348162 }, { "x": 2.05, "y": 0.87097914639344 }, { "x": 2.1, "y": 0.87923967431052 }, { "x": 2.15, "y": 0.88693955754118 }, { "x": 2.2, "y": 0.89411766537399 }, { "x": 2.25, "y": 0.90081031237319 }, { "x": 2.3, "y": 0.90705138255585 }, { "x": 2.35, "y": 0.91287245768493 }, { "x": 2.4, "y": 0.91830294678385 }, { "x": 2.45, "y": 0.92337021467783 }, { "x": 2.5, "y": 0.92809970792604 }, { "x": 2.55, "y": 0.93251507695343 }, { "x": 2.6, "y": 0.93663829354316 }, { "x": 2.65, "y": 0.9404897631279 }, { "x": 2.7, "y": 0.94408843153466 }, { "x": 2.75, "y": 0.94745188600603 }, { "x": 2.8, "y": 0.9505964504493 }, { "x": 2.85, "y": 0.95353727496234 }, { "x": 2.9, "y": 0.95628841975782 }, { "x": 2.95, "y": 0.95886293365957 }, { "x": 3, "y": 0.96127292738221 }, { "x": 3.05, "y": 0.96352964182926 }, { "x": 3.1, "y": 0.96564351166033 }, { "x": 3.15, "y": 0.96762422438502 }, { "x": 3.2, "y": 0.96948077524328 }, { "x": 3.25, "y": 0.97122151812913 }, { "x": 3.3, "y": 0.97285421280907 }, { "x": 3.35, "y": 0.9743860686783 }, { "x": 3.4, "y": 0.97582378528835 }, { "x": 3.45, "y": 0.97717358986876 }, { "x": 3.5, "y": 0.97844127205415 }, { "x": 3.55, "y": 0.97963221601639 }, { "x": 3.6, "y": 0.98075143018966 }, { "x": 3.65, "y": 0.98180357476469 }, { "x": 3.7, "y": 0.98279298711701 }, { "x": 3.75, "y": 0.98372370532324 }, { "x": 3.8, "y": 0.9845994899087 }, { "x": 3.85, "y": 0.98542384395975 }, { "x": 3.9, "y": 0.9862000317248 }, { "x": 3.94999999999999, "y": 0.98693109581872 }, { "x": 3.99999999999999, "y": 0.9876198731373 } ] }, { "id": 430, "curve_id": "E13.20", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "On-grade cylindrical steel, H/D > 0.70", "source_type": "Peer-reviewed", "source_abbrev": "O'Rourke and Sos (2000)", "source_detail": "O’Rourke, M. J. and So, P.: Seismic fragility curves for on-grade steel tanks, Earthquake Spectra, 16, 801–815, https://doi.org/10.1193/1.1586140, 2000.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.0676586484735029, "sigma": 0.15000000000355032, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.068, σ=0.150, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 5E-14 }, { "x": 0.4, "y": 2.696E-11 }, { "x": 0.45, "y": 3.86042E-09 }, { "x": 0.5, "y": 1.9678799E-07 }, { "x": 0.55, "y": 4.56874541E-06 }, { "x": 0.6, "y": 5.749651423E-05 }, { "x": 0.65, "y": 0.00044536434731 }, { "x": 0.7, "y": 0.0023354830327 }, { "x": 0.75, "y": 0.00891961845819 }, { "x": 0.8, "y": 0.02627007658707 }, { "x": 0.85, "y": 0.06245123422619 }, { "x": 0.9, "y": 0.12436058884243 }, { "x": 0.95, "y": 0.21388513822761 }, { "x": 1, "y": 0.32597399740442 }, { "x": 1.05, "y": 0.4499491202847 }, { "x": 1.1, "y": 0.57312802127212 }, { "x": 1.15, "y": 0.68463109195211 }, { "x": 1.2, "y": 0.77769132095307 }, { "x": 1.25, "y": 0.8500309215929 }, { "x": 1.3, "y": 0.90286276508157 }, { "x": 1.35, "y": 0.93938598185551 }, { "x": 1.4, "y": 0.96344077181557 }, { "x": 1.45, "y": 0.97861928411121 }, { "x": 1.5, "y": 0.98784022462997 }, { "x": 1.55, "y": 0.99325645973443 }, { "x": 1.6, "y": 0.99634410572891 }, { "x": 1.65, "y": 0.99805807294512 }, { "x": 1.7, "y": 0.99898723769834 }, { "x": 1.75, "y": 0.99948043864269 }, { "x": 1.8, "y": 0.99973735778132 }, { "x": 1.85, "y": 0.99986897166718 }, { "x": 1.9, "y": 0.99993539729113 }, { "x": 1.95, "y": 0.99996848073223 }, { "x": 2, "y": 0.99998476490805 }, { "x": 2.05, "y": 0.99999269677059 }, { "x": 2.1, "y": 0.99999652462866 }, { "x": 2.15, "y": 0.99999835683319 }, { "x": 2.2, "y": 0.99999922749739 }, { "x": 2.25, "y": 0.99999963861589 }, { "x": 2.3, "y": 0.99999983166514 }, { "x": 2.35, "y": 0.99999992187771 }, { "x": 2.4, "y": 0.99999996385826 }, { "x": 2.45, "y": 0.99999998332396 }, { "x": 2.5, "y": 0.99999999232242 }, { "x": 2.55, "y": 0.99999999647155 }, { "x": 2.6, "y": 0.99999999838066 }, { "x": 2.65, "y": 0.9999999992576 }, { "x": 2.7, "y": 0.99999999965989 }, { "x": 2.75, "y": 0.99999999984425 }, { "x": 2.8, "y": 0.99999999992869 }, { "x": 2.85, "y": 0.99999999996735 }, { "x": 2.9, "y": 0.99999999998505 }, { "x": 2.95, "y": 0.99999999999315 }, { "x": 3, "y": 0.99999999999686 }, { "x": 3.05, "y": 0.99999999999856 }, { "x": 3.1, "y": 0.99999999999934 }, { "x": 3.15, "y": 0.9999999999997 }, { "x": 3.2, "y": 0.99999999999986 }, { "x": 3.25, "y": 0.99999999999994 }, { "x": 3.3, "y": 0.99999999999997 }, { "x": 3.35, "y": 0.99999999999999 }, { "x": 3.4, "y": 0.99999999999999 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 431, "curve_id": "E13.22", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "On-grade cylindrical steel, % full > 50%", "source_type": "Peer-reviewed", "source_abbrev": "O'Rourke and Sos (2000)", "source_detail": "O’Rourke, M. J. and So, P.: Seismic fragility curves for on-grade steel tanks, Earthquake Spectra, 16, 801–815, https://doi.org/10.1193/1.1586140, 2000.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.15700374880840359, "sigma": 0.21000000002168687, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.157, σ=0.210, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 1E-13 }, { "x": 0.3, "y": 4.561E-11 }, { "x": 0.35, "y": 4.54768E-09 }, { "x": 0.4, "y": 1.6029169E-07 }, { "x": 0.45, "y": 2.68160113E-06 }, { "x": 0.5, "y": 2.579133583E-05 }, { "x": 0.55, "y": 0.00016252020554 }, { "x": 0.6, "y": 0.00073601991144 }, { "x": 0.65, "y": 0.00256318293649 }, { "x": 0.7, "y": 0.00722076705952 }, { "x": 0.75, "y": 0.0171065334172 }, { "x": 0.8, "y": 0.03513043261085 }, { "x": 0.85, "y": 0.06406262153187 }, { "x": 0.9, "y": 0.10576787836766 }, { "x": 0.95, "y": 0.16062542754545 }, { "x": 1, "y": 0.22733960083481 }, { "x": 1.05, "y": 0.30317072691293 }, { "x": 1.1, "y": 0.38446342966792 }, { "x": 1.15, "y": 0.46728206971362 }, { "x": 1.2, "y": 0.54798061572706 }, { "x": 1.25, "y": 0.62360073815082 }, { "x": 1.3, "y": 0.69206660671107 }, { "x": 1.35, "y": 0.75220109599185 }, { "x": 1.4, "y": 0.80361696650099 }, { "x": 1.45, "y": 0.84654170929313 }, { "x": 1.5, "y": 0.88162501483476 }, { "x": 1.55, "y": 0.90976207712602 }, { "x": 1.6, "y": 0.93195038904212 }, { "x": 1.65, "y": 0.94918553090392 }, { "x": 1.7, "y": 0.96239358500835 }, { "x": 1.75, "y": 0.97239374779192 }, { "x": 1.8, "y": 0.97988342744477 }, { "x": 1.85, "y": 0.98543853559816 }, { "x": 1.9, "y": 0.98952294150217 }, { "x": 1.95, "y": 0.99250256573832 }, { "x": 2, "y": 0.99466100572447 }, { "x": 2.05, "y": 0.99621474861737 }, { "x": 2.1, "y": 0.99732689776444 }, { "x": 2.15, "y": 0.99811893988291 }, { "x": 2.2, "y": 0.99868046247879 }, { "x": 2.25, "y": 0.99907695097461 }, { "x": 2.3, "y": 0.99935590308239 }, { "x": 2.35, "y": 0.999551534398 }, { "x": 2.4, "y": 0.99968834356037 }, { "x": 2.45, "y": 0.99978377786023 }, { "x": 2.5, "y": 0.9998502038628 }, { "x": 2.55, "y": 0.99989635012307 }, { "x": 2.6, "y": 0.99992835453439 }, { "x": 2.65, "y": 0.99995051908753 }, { "x": 2.7, "y": 0.99996585029464 }, { "x": 2.75, "y": 0.99997644397146 }, { "x": 2.8, "y": 0.99998375785238 }, { "x": 2.85, "y": 0.99998880389942 }, { "x": 2.9, "y": 0.99999228344564 }, { "x": 2.95, "y": 0.99999468184892 }, { "x": 3, "y": 0.99999633459308 }, { "x": 3.05, "y": 0.99999747333158 }, { "x": 3.1, "y": 0.99999825788838 }, { "x": 3.15, "y": 0.99999879845616 }, { "x": 3.2, "y": 0.99999917096899 }, { "x": 3.25, "y": 0.99999942773315 }, { "x": 3.3, "y": 0.99999960476999 }, { "x": 3.35, "y": 0.99999972688249 }, { "x": 3.4, "y": 0.99999981114857 }, { "x": 3.45, "y": 0.99999986932781 }, { "x": 3.5, "y": 0.99999990951895 }, { "x": 3.55, "y": 0.99999993730089 }, { "x": 3.6, "y": 0.99999995651786 }, { "x": 3.65, "y": 0.99999996981986 }, { "x": 3.7, "y": 0.99999997903445 }, { "x": 3.75, "y": 0.99999998542265 }, { "x": 3.8, "y": 0.99999998985505 }, { "x": 3.85, "y": 0.99999999293307 }, { "x": 3.9, "y": 0.99999999507245 }, { "x": 3.94999999999999, "y": 0.99999999656078 }, { "x": 3.99999999999999, "y": 0.99999999759716 } ] }, { "id": 432, "curve_id": "E13.25", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.86199999994425, "sigma": 1.1299999998061692, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.862, σ=1.130, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00032017409729 }, { "x": 0.1, "y": 0.00255103482645 }, { "x": 0.15, "y": 0.0073091625279 }, { "x": 0.2, "y": 0.01436713074203 }, { "x": 0.25, "y": 0.02331524662261 }, { "x": 0.3, "y": 0.0337526811322 }, { "x": 0.35, "y": 0.04533462004841 }, { "x": 0.4, "y": 0.05777741493775 }, { "x": 0.45, "y": 0.07085188543014 }, { "x": 0.5, "y": 0.08437422140611 }, { "x": 0.55, "y": 0.09819742130501 }, { "x": 0.6, "y": 0.11220403701717 }, { "x": 0.65, "y": 0.12630027357451 }, { "x": 0.7, "y": 0.14041127276286 }, { "x": 0.75, "y": 0.15447736764824 }, { "x": 0.8, "y": 0.16845111177864 }, { "x": 0.85, "y": 0.18229491921844 }, { "x": 0.9, "y": 0.19597918423795 }, { "x": 0.95, "y": 0.20948077762501 }, { "x": 1, "y": 0.22278183935692 }, { "x": 1.05, "y": 0.23586880526615 }, { "x": 1.1, "y": 0.24873161920431 }, { "x": 1.15, "y": 0.26136309289976 }, { "x": 1.2, "y": 0.2737583839329 }, { "x": 1.25, "y": 0.2859145685939 }, { "x": 1.3, "y": 0.29783029128837 }, { "x": 1.35, "y": 0.3095054759566 }, { "x": 1.4, "y": 0.32094108793232 }, { "x": 1.45, "y": 0.33213893698253 }, { "x": 1.5, "y": 0.34310151408996 }, { "x": 1.55, "y": 0.35383185597627 }, { "x": 1.6, "y": 0.36433343250411 }, { "x": 1.65, "y": 0.37461005300344 }, { "x": 1.7, "y": 0.38466578829446 }, { "x": 1.75, "y": 0.39450490576234 }, { "x": 1.8, "y": 0.40413181531041 }, { "x": 1.85, "y": 0.41355102439916 }, { "x": 1.9, "y": 0.42276710068866 }, { "x": 1.95, "y": 0.43178464105446 }, { "x": 2, "y": 0.44060824595442 }, { "x": 2.05, "y": 0.44924249829337 }, { "x": 2.1, "y": 0.4576919460729 }, { "x": 2.15, "y": 0.46596108822899 }, { "x": 2.2, "y": 0.47405436315632 }, { "x": 2.25, "y": 0.48197613949746 }, { "x": 2.3, "y": 0.48973070884179 }, { "x": 2.35, "y": 0.49732228003411 }, { "x": 2.4, "y": 0.50475497483968 }, { "x": 2.45, "y": 0.51203282475091 }, { "x": 2.5, "y": 0.51915976875396 }, { "x": 2.55, "y": 0.52613965190099 }, { "x": 2.6, "y": 0.53297622455693 }, { "x": 2.65, "y": 0.53967314220961 }, { "x": 2.7, "y": 0.54623396574832 }, { "x": 2.75, "y": 0.55266216213041 }, { "x": 2.8, "y": 0.55896110536738 }, { "x": 2.85, "y": 0.56513407777194 }, { "x": 2.9, "y": 0.57118427141666 }, { "x": 2.95, "y": 0.57711478976168 }, { "x": 3, "y": 0.58292864941583 }, { "x": 3.05, "y": 0.58862878200058 }, { "x": 3.1, "y": 0.59421803609083 }, { "x": 3.15, "y": 0.59969917921089 }, { "x": 3.2, "y": 0.60507489986688 }, { "x": 3.25, "y": 0.61034780960009 }, { "x": 3.3, "y": 0.61552044504815 }, { "x": 3.35, "y": 0.62059527000293 }, { "x": 3.4, "y": 0.62557467745615 }, { "x": 3.45, "y": 0.63046099162494 }, { "x": 3.5, "y": 0.63525646995127 }, { "x": 3.55, "y": 0.63996330506999 }, { "x": 3.6, "y": 0.64458362674146 }, { "x": 3.65, "y": 0.64911950374545 }, { "x": 3.7, "y": 0.65357294573379 }, { "x": 3.75, "y": 0.65794590503976 }, { "x": 3.8, "y": 0.66224027844291 }, { "x": 3.85, "y": 0.66645790888824 }, { "x": 3.9, "y": 0.67060058715911 }, { "x": 3.94999999999999, "y": 0.67467005350382 }, { "x": 3.99999999999999, "y": 0.67866799921551 } ] }, { "id": 433, "curve_id": "E13.26", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "Above-ground steel, H/D = 0.2", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.84399999999558939, "sigma": 1.053999999984802, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.844, σ=1.054, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00013473431494 }, { "x": 0.1, "y": 0.00141615503807 }, { "x": 0.15, "y": 0.00465191776523 }, { "x": 0.2, "y": 0.00996295808756 }, { "x": 0.25, "y": 0.0171711788684 }, { "x": 0.3, "y": 0.02600516733557 }, { "x": 0.35, "y": 0.0361840705678 }, { "x": 0.4, "y": 0.04744928973287 }, { "x": 0.45, "y": 0.0595743873315 }, { "x": 0.5, "y": 0.07236599924127 }, { "x": 0.55, "y": 0.08566123518197 }, { "x": 0.6, "y": 0.09932394707945 }, { "x": 0.65, "y": 0.11324088513898 }, { "x": 0.7, "y": 0.12731815276573 }, { "x": 0.75, "y": 0.14147809737528 }, { "x": 0.8, "y": 0.15565665300423 }, { "x": 0.85, "y": 0.16980110045016 }, { "x": 0.9, "y": 0.18386819338383 }, { "x": 0.95, "y": 0.19782259648859 }, { "x": 1, "y": 0.2116355856112 }, { "x": 1.05, "y": 0.22528396608357 }, { "x": 1.1, "y": 0.23874917191471 }, { "x": 1.15, "y": 0.25201651464284 }, { "x": 1.2, "y": 0.26507455597929 }, { "x": 1.25, "y": 0.27791458291554 }, { "x": 1.3, "y": 0.29053016775025 }, { "x": 1.35, "y": 0.30291679861921 }, { "x": 1.4, "y": 0.31507156867471 }, { "x": 1.45, "y": 0.32699291415848 }, { "x": 1.5, "y": 0.33868039332488 }, { "x": 1.55, "y": 0.35013449957083 }, { "x": 1.6, "y": 0.36135650327227 }, { "x": 1.65, "y": 0.37234831776376 }, { "x": 1.7, "y": 0.38311238566592 }, { "x": 1.75, "y": 0.39365158239637 }, { "x": 1.8, "y": 0.40396913422017 }, { "x": 1.85, "y": 0.41406854862473 }, { "x": 1.9, "y": 0.42395355515995 }, { "x": 1.95, "y": 0.43362805517878 }, { "x": 2, "y": 0.44309607915888 }, { "x": 2.05, "y": 0.45236175049047 }, { "x": 2.1, "y": 0.46142925478627 }, { "x": 2.15, "y": 0.47030281391271 }, { "x": 2.2, "y": 0.47898666406152 }, { "x": 2.25, "y": 0.48748503728225 }, { "x": 2.3, "y": 0.49580214598132 }, { "x": 2.35, "y": 0.50394216996526 }, { "x": 2.4, "y": 0.51190924566701 }, { "x": 2.45, "y": 0.51970745724562 }, { "x": 2.5, "y": 0.52734082929394 }, { "x": 2.55, "y": 0.53481332092619 }, { "x": 2.6, "y": 0.54212882104933 }, { "x": 2.65, "y": 0.5492911446494 }, { "x": 2.7, "y": 0.55630402994744 }, { "x": 2.75, "y": 0.56317113629938 }, { "x": 2.8, "y": 0.56989604273195 }, { "x": 2.85, "y": 0.57648224702086 }, { "x": 2.9, "y": 0.58293316523059 }, { "x": 2.95, "y": 0.58925213164597 }, { "x": 3, "y": 0.59544239903521 }, { "x": 3.05, "y": 0.60150713919202 }, { "x": 3.1, "y": 0.60744944371185 }, { "x": 3.15, "y": 0.61327232496307 }, { "x": 3.2, "y": 0.61897871721929 }, { "x": 3.25, "y": 0.62457147792376 }, { "x": 3.3, "y": 0.63005338906051 }, { "x": 3.35, "y": 0.63542715861051 }, { "x": 3.4, "y": 0.64069542207412 }, { "x": 3.45, "y": 0.64586074404361 }, { "x": 3.5, "y": 0.65092561981187 }, { "x": 3.55, "y": 0.6558924770054 }, { "x": 3.6, "y": 0.66076367723135 }, { "x": 3.65, "y": 0.66554151772995 }, { "x": 3.7, "y": 0.67022823302474 }, { "x": 3.75, "y": 0.67482599656453 }, { "x": 3.8, "y": 0.67933692235161 }, { "x": 3.85, "y": 0.68376306655183 }, { "x": 3.9, "y": 0.68810642908279 }, { "x": 3.94999999999999, "y": 0.69236895517715 }, { "x": 3.99999999999999, "y": 0.69655253691843 } ] }, { "id": 434, "curve_id": "E13.27", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "Above-ground steel, H/D = 0.6", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.72499999999864717, "sigma": 1.0539999999899761, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.725, σ=1.054, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00020769619325 }, { "x": 0.1, "y": 0.00203637325667 }, { "x": 0.15, "y": 0.00642716343549 }, { "x": 0.2, "y": 0.01338563659806 }, { "x": 0.25, "y": 0.02258190550065 }, { "x": 0.3, "y": 0.03361413157056 }, { "x": 0.35, "y": 0.04610127534139 }, { "x": 0.4, "y": 0.05971128667881 }, { "x": 0.45, "y": 0.07416531161017 }, { "x": 0.5, "y": 0.08923341393647 }, { "x": 0.55, "y": 0.10472784227611 }, { "x": 0.6, "y": 0.12049616387239 }, { "x": 0.65, "y": 0.13641509058089 }, { "x": 0.7, "y": 0.15238521528822 }, { "x": 0.75, "y": 0.16832663829827 }, { "x": 0.8, "y": 0.18417537955048 }, { "x": 0.85, "y": 0.19988045349598 }, { "x": 0.9, "y": 0.21540149000299 }, { "x": 0.95, "y": 0.23070679989089 }, { "x": 1, "y": 0.24577180044784 }, { "x": 1.05, "y": 0.26057773175215 }, { "x": 1.1, "y": 0.27511060788287 }, { "x": 1.15, "y": 0.28936035807633 }, { "x": 1.2, "y": 0.30332012178252 }, { "x": 1.25, "y": 0.31698566871657 }, { "x": 1.3, "y": 0.33035492069984 }, { "x": 1.35, "y": 0.34342755662525 }, { "x": 1.4, "y": 0.35620468549586 }, { "x": 1.45, "y": 0.36868857536711 }, { "x": 1.5, "y": 0.38088242832377 }, { "x": 1.55, "y": 0.39279019346435 }, { "x": 1.6, "y": 0.40441641134403 }, { "x": 1.65, "y": 0.41576608451701 }, { "x": 1.7, "y": 0.42684456978023 }, { "x": 1.75, "y": 0.43765748849842 }, { "x": 1.8, "y": 0.44821065202308 }, { "x": 1.85, "y": 0.45850999973306 }, { "x": 1.9, "y": 0.46856154764577 }, { "x": 1.95, "y": 0.47837134589334 }, { "x": 2, "y": 0.48794544364216 }, { "x": 2.05, "y": 0.49728986026785 }, { "x": 2.1, "y": 0.50641056179194 }, { "x": 2.15, "y": 0.51531344174619 }, { "x": 2.2, "y": 0.52400430576419 }, { "x": 2.25, "y": 0.53248885931078 }, { "x": 2.3, "y": 0.54077269805221 }, { "x": 2.35, "y": 0.54886130044779 }, { "x": 2.4, "y": 0.55676002220851 }, { "x": 2.45, "y": 0.56447409232262 }, { "x": 2.5, "y": 0.57200861039438 }, { "x": 2.55, "y": 0.57936854508044 }, { "x": 2.6, "y": 0.5865587334413 }, { "x": 2.65, "y": 0.59358388105293 }, { "x": 2.7, "y": 0.60044856274679 }, { "x": 2.75, "y": 0.60715722386655 }, { "x": 2.8, "y": 0.61371418194672 }, { "x": 2.85, "y": 0.62012362873243 }, { "x": 2.9, "y": 0.62638963247213 }, { "x": 2.95, "y": 0.63251614042515 }, { "x": 3, "y": 0.63850698153512 }, { "x": 3.05, "y": 0.6443658692275 }, { "x": 3.1, "y": 0.65009640429629 }, { "x": 3.15, "y": 0.65570207785028 }, { "x": 3.2, "y": 0.66118627429394 }, { "x": 3.25, "y": 0.66655227432215 }, { "x": 3.3, "y": 0.67180325791132 }, { "x": 3.35, "y": 0.67694230729263 }, { "x": 3.4, "y": 0.68197240989514 }, { "x": 3.45, "y": 0.68689646124939 }, { "x": 3.5, "y": 0.69171726784318 }, { "x": 3.55, "y": 0.69643754992348 }, { "x": 3.6, "y": 0.70105994423922 }, { "x": 3.65, "y": 0.70558700672118 }, { "x": 3.7, "y": 0.71002121509604 }, { "x": 3.75, "y": 0.71436497143248 }, { "x": 3.8, "y": 0.71862060461793 }, { "x": 3.85, "y": 0.72279037276518 }, { "x": 3.9, "y": 0.72687646554846 }, { "x": 3.94999999999999, "y": 0.73088100646919 }, { "x": 3.99999999999999, "y": 0.73480605505173 } ] }, { "id": 435, "curve_id": "E13.28", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "Above-ground steel, % full is 0.2", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 3.5119999986528341, "sigma": 1.9599999989910271, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.512, σ=1.960, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0004496496083 }, { "x": 0.1, "y": 0.00150543948029 }, { "x": 0.15, "y": 0.00289223535544 }, { "x": 0.2, "y": 0.00448784707242 }, { "x": 0.25, "y": 0.00622493547473 }, { "x": 0.3, "y": 0.00806173601967 }, { "x": 0.35, "y": 0.00997039066301 }, { "x": 0.4, "y": 0.01193137021465 }, { "x": 0.45, "y": 0.01393047977164 }, { "x": 0.5, "y": 0.0159571144052 }, { "x": 0.55, "y": 0.01800317942121 }, { "x": 0.6, "y": 0.02006238964122 }, { "x": 0.65, "y": 0.02212979708909 }, { "x": 0.7, "y": 0.02420146256958 }, { "x": 0.75, "y": 0.02627422127866 }, { "x": 0.8, "y": 0.02834551178278 }, { "x": 0.85, "y": 0.03041324883846 }, { "x": 0.9, "y": 0.0324757272368 }, { "x": 0.95, "y": 0.03453154804199 }, { "x": 1, "y": 0.03657956127782 }, { "x": 1.05, "y": 0.03861882088292 }, { "x": 1.1, "y": 0.04064854894458 }, { "x": 1.15, "y": 0.04266810703721 }, { "x": 1.2, "y": 0.04467697306237 }, { "x": 1.25, "y": 0.04667472239237 }, { "x": 1.3, "y": 0.04866101241191 }, { "x": 1.35, "y": 0.05063556976537 }, { "x": 1.4, "y": 0.05259817977574 }, { "x": 1.45, "y": 0.05454867761862 }, { "x": 1.5, "y": 0.05648694092463 }, { "x": 1.55, "y": 0.0584128835511 }, { "x": 1.6, "y": 0.06032645031667 }, { "x": 1.65, "y": 0.06222761253305 }, { "x": 1.7, "y": 0.06411636419975 }, { "x": 1.75, "y": 0.06599271875327 }, { "x": 1.8, "y": 0.06785670628134 }, { "x": 1.85, "y": 0.06970837112936 }, { "x": 1.9, "y": 0.07154776983863 }, { "x": 1.95, "y": 0.07337496936619 }, { "x": 2, "y": 0.07519004554464 }, { "x": 2.05, "y": 0.07699308174711 }, { "x": 2.1, "y": 0.07878416772793 }, { "x": 2.15, "y": 0.08056339861445 }, { "x": 2.2, "y": 0.08233087402906 }, { "x": 2.25, "y": 0.08408669732374 }, { "x": 2.3, "y": 0.08583097491196 }, { "x": 2.35, "y": 0.08756381568521 }, { "x": 2.4, "y": 0.08928533050302 }, { "x": 2.45, "y": 0.09099563174701 }, { "x": 2.5, "y": 0.09269483293094 }, { "x": 2.55, "y": 0.09438304835958 }, { "x": 2.6, "y": 0.09606039283045 }, { "x": 2.65, "y": 0.09772698137311 }, { "x": 2.7, "y": 0.09938292902141 }, { "x": 2.75, "y": 0.1010283506148 }, { "x": 2.8, "y": 0.10266336062511 }, { "x": 2.85, "y": 0.10428807300593 }, { "x": 2.9, "y": 0.10590260106172 }, { "x": 2.95, "y": 0.10750705733458 }, { "x": 3, "y": 0.10910155350647 }, { "x": 3.05, "y": 0.11068620031507 }, { "x": 3.1, "y": 0.11226110748184 }, { "x": 3.15, "y": 0.11382638365078 }, { "x": 3.2, "y": 0.1153821363367 }, { "x": 3.25, "y": 0.11692847188186 }, { "x": 3.3, "y": 0.11846549542013 }, { "x": 3.35, "y": 0.1199933108477 }, { "x": 3.4, "y": 0.12151202079968 }, { "x": 3.45, "y": 0.12302172663181 }, { "x": 3.5, "y": 0.12452252840682 }, { "x": 3.55, "y": 0.12601452488484 }, { "x": 3.6, "y": 0.12749781351732 }, { "x": 3.65, "y": 0.1289724904442 }, { "x": 3.7, "y": 0.13043865049381 }, { "x": 3.75, "y": 0.13189638718527 }, { "x": 3.8, "y": 0.13334579273299 }, { "x": 3.85, "y": 0.13478695805315 }, { "x": 3.9, "y": 0.13621997277172 }, { "x": 3.94999999999999, "y": 0.13764492523408 }, { "x": 3.99999999999999, "y": 0.13906190251573 } ] }, { "id": 436, "curve_id": "E13.29", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "Above-ground steel, % full is 0.5", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 2.3110000000000004, "sigma": 1.9600000000000004, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00338943539487 }, { "x": 0.1, "y": 0.00928955507439 }, { "x": 0.15, "y": 0.01589664111465 }, { "x": 0.2, "y": 0.02273807172693 }, { "x": 0.25, "y": 0.02962224145487 }, { "x": 0.3, "y": 0.03645821119585 }, { "x": 0.35, "y": 0.04319964801669 }, { "x": 0.4, "y": 0.04982252045929 }, { "x": 0.45, "y": 0.05631483398652 }, { "x": 0.5, "y": 0.06267142470897 }, { "x": 0.55, "y": 0.06889112889787 }, { "x": 0.6, "y": 0.07497516299707 }, { "x": 0.65, "y": 0.08092615988292 }, { "x": 0.7, "y": 0.08674757864081 }, { "x": 0.75, "y": 0.09244333537094 }, { "x": 0.8, "y": 0.09801756896813 }, { "x": 0.85, "y": 0.10347449145469 }, { "x": 0.9, "y": 0.10881829238227 }, { "x": 0.95, "y": 0.11405307837756 }, { "x": 1, "y": 0.11918283581593 }, { "x": 1.05, "y": 0.12421140884742 }, { "x": 1.1, "y": 0.12914248766185 }, { "x": 1.15, "y": 0.13397960358524 }, { "x": 1.2, "y": 0.13872612871143 }, { "x": 1.25, "y": 0.14338527850807 }, { "x": 1.3, "y": 0.14796011632985 }, { "x": 1.35, "y": 0.15245355910618 }, { "x": 1.4, "y": 0.15686838369992 }, { "x": 1.45, "y": 0.16120723359185 }, { "x": 1.5, "y": 0.16547262565589 }, { "x": 1.55, "y": 0.16966695686667 }, { "x": 1.6, "y": 0.17379251083517 }, { "x": 1.65, "y": 0.17785146410593 }, { "x": 1.7, "y": 0.18184589217565 }, { "x": 1.75, "y": 0.18577777521198 }, { "x": 1.8, "y": 0.18964900346377 }, { "x": 1.85, "y": 0.19346138236306 }, { "x": 1.9, "y": 0.19721663732515 }, { "x": 1.95, "y": 0.20091641825674 }, { "x": 2, "y": 0.20456230378494 }, { "x": 2.05, "y": 0.20815580522088 }, { "x": 2.1, "y": 0.21169837027283 }, { "x": 2.15, "y": 0.2151913865235 }, { "x": 2.2, "y": 0.21863618468617 }, { "x": 2.25, "y": 0.22203404165401 }, { "x": 2.3, "y": 0.22538618335596 }, { "x": 2.35, "y": 0.22869378743243 }, { "x": 2.4, "y": 0.23195798574281 }, { "x": 2.45, "y": 0.23517986671657 }, { "x": 2.5, "y": 0.23836047755844 }, { "x": 2.55, "y": 0.24150082631804 }, { "x": 2.6, "y": 0.24460188383306 }, { "x": 2.65, "y": 0.24766458555493 }, { "x": 2.7, "y": 0.25068983326497 }, { "x": 2.75, "y": 0.25367849668848 }, { "x": 2.8, "y": 0.25663141501393 }, { "x": 2.85, "y": 0.25954939832344 }, { "x": 2.9, "y": 0.26243322894079 }, { "x": 2.95, "y": 0.26528366270225 }, { "x": 3, "y": 0.2681014301556 }, { "x": 3.05, "y": 0.27088723769191 }, { "x": 3.1, "y": 0.27364176861458 }, { "x": 3.15, "y": 0.27636568414968 }, { "x": 3.2, "y": 0.2790596244014 }, { "x": 3.25, "y": 0.2817242092561 }, { "x": 3.3, "y": 0.28436003923825 }, { "x": 3.35, "y": 0.28696769632129 }, { "x": 3.4, "y": 0.28954774469609 }, { "x": 3.45, "y": 0.29210073149986 }, { "x": 3.5, "y": 0.29462718750773 }, { "x": 3.55, "y": 0.2971276277893 }, { "x": 3.6, "y": 0.29960255233243 }, { "x": 3.65, "y": 0.30205244663592 }, { "x": 3.7, "y": 0.30447778227319 }, { "x": 3.75, "y": 0.30687901742857 }, { "x": 3.8, "y": 0.30925659740764 }, { "x": 3.85, "y": 0.31161095512336 }, { "x": 3.9, "y": 0.31394251155919 }, { "x": 3.94999999999999, "y": 0.31625167621053 }, { "x": 3.99999999999999, "y": 0.31853884750573 } ] }, { "id": 437, "curve_id": "E13.3", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground steel tank, anchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.47000362923874295, "sigma": 0.60000000001523079, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.470, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.81973E-09 }, { "x": 0.1, "y": 1.90964691E-06 }, { "x": 0.15, "y": 3.986569812E-05 }, { "x": 0.2, "y": 0.00026439120652 }, { "x": 0.25, "y": 0.00098795340995 }, { "x": 0.3, "y": 0.00263572180581 }, { "x": 0.35, "y": 0.0056538552718 }, { "x": 0.4, "y": 0.01043050412648 }, { "x": 0.45, "y": 0.01724971160194 }, { "x": 0.5, "y": 0.02627596506433 }, { "x": 0.55, "y": 0.03755972030807 }, { "x": 0.6, "y": 0.05105435904658 }, { "x": 0.65, "y": 0.06663758236984 }, { "x": 0.7, "y": 0.08413289022432 }, { "x": 0.75, "y": 0.10332882438198 }, { "x": 0.8, "y": 0.12399499425286 }, { "x": 0.85, "y": 0.1458947040022 }, { "x": 0.9, "y": 0.16879442534786 }, { "x": 0.95, "y": 0.19247055146393 }, { "x": 1, "y": 0.21671392131122 }, { "x": 1.05, "y": 0.24133258405822 }, { "x": 1.1, "y": 0.26615321902735 }, { "x": 1.15, "y": 0.29102156038151 }, { "x": 1.2, "y": 0.3158021097756 }, { "x": 1.25, "y": 0.34037736040162 }, { "x": 1.3, "y": 0.36464670460033 }, { "x": 1.35, "y": 0.38852515486624 }, { "x": 1.4, "y": 0.41194197400918 }, { "x": 1.45, "y": 0.43483928340122 }, { "x": 1.5, "y": 0.4571706974663 }, { "x": 1.55, "y": 0.47890001674546 }, { "x": 1.6, "y": 0.5 }, { "x": 1.65, "y": 0.52045122705388 }, { "x": 1.7, "y": 0.54024105772855 }, { "x": 1.75, "y": 0.55936268772455 }, { "x": 1.8, "y": 0.57781429920709 }, { "x": 1.85, "y": 0.59559830180494 }, { "x": 1.9, "y": 0.61272065846136 }, { "x": 1.95, "y": 0.62919028987092 }, { "x": 2, "y": 0.64501855093776 }, { "x": 2.05, "y": 0.66021877267707 }, { "x": 2.1, "y": 0.67480586316192 }, { "x": 2.15, "y": 0.68879596142473 }, { "x": 2.2, "y": 0.70220613860647 }, { "x": 2.25, "y": 0.71505414107251 }, { "x": 2.3, "y": 0.72735817065505 }, { "x": 2.35, "y": 0.73913669762178 }, { "x": 2.4, "y": 0.75040830239576 }, { "x": 2.45, "y": 0.76119154245575 }, { "x": 2.5, "y": 0.7715048412238 }, { "x": 2.55, "y": 0.78136639609646 }, { "x": 2.6, "y": 0.79079410309546 }, { "x": 2.65, "y": 0.79980549590494 }, { "x": 2.7, "y": 0.80841769732458 }, { "x": 2.75, "y": 0.81664738140466 }, { "x": 2.8, "y": 0.82451074474016 }, { "x": 2.85, "y": 0.83202348558974 }, { "x": 2.9, "y": 0.83920078965296 }, { "x": 2.95, "y": 0.8460573214878 }, { "x": 3, "y": 0.85260722068189 }, { "x": 3.05, "y": 0.85886410200691 }, { "x": 3.1, "y": 0.86484105888761 }, { "x": 3.15, "y": 0.87055066960688 }, { "x": 3.2, "y": 0.87600500574714 }, { "x": 3.25, "y": 0.88121564243699 }, { "x": 3.3, "y": 0.88619367003327 }, { "x": 3.35, "y": 0.89094970692056 }, { "x": 3.4, "y": 0.89549391315721 }, { "x": 3.45, "y": 0.89983600473621 }, { "x": 3.5, "y": 0.90398526826512 }, { "x": 3.55, "y": 0.90795057589872 }, { "x": 3.6, "y": 0.9117404003852 }, { "x": 3.65, "y": 0.91536283010903 }, { "x": 3.7, "y": 0.91882558403361 }, { "x": 3.75, "y": 0.92213602646391 }, { "x": 3.8, "y": 0.92530118156382 }, { "x": 3.85, "y": 0.92832774757575 }, { "x": 3.9, "y": 0.93122211070085 }, { "x": 3.94999999999999, "y": 0.93399035860744 }, { "x": 3.99999999999999, "y": 0.93663829354316 } ] }, { "id": 438, "curve_id": "E13.30", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "Above-ground steel, % full is 0.9", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.70999999999999974, "sigma": 1.9599999999999986, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.02933355484845 }, { "x": 0.1, "y": 0.06214258842513 }, { "x": 0.15, "y": 0.09173224356037 }, { "x": 0.2, "y": 0.11832796493427 }, { "x": 0.25, "y": 0.14241367140408 }, { "x": 0.3, "y": 0.16440422898591 }, { "x": 0.35, "y": 0.18462784841188 }, { "x": 0.4, "y": 0.2033428524467 }, { "x": 0.45, "y": 0.22075472266505 }, { "x": 0.5, "y": 0.23702919880474 }, { "x": 0.55, "y": 0.25230183016619 }, { "x": 0.6, "y": 0.26668490580455 }, { "x": 0.65, "y": 0.28027252961612 }, { "x": 0.7, "y": 0.29314438812331 }, { "x": 0.75, "y": 0.30536858906326 }, { "x": 0.8, "y": 0.31700383083978 }, { "x": 0.85, "y": 0.32810108314821 }, { "x": 0.9, "y": 0.33870490534982 }, { "x": 0.95, "y": 0.34885449269347 }, { "x": 1, "y": 0.35858451542288 }, { "x": 1.05, "y": 0.3679257983628 }, { "x": 1.1, "y": 0.37690587626523 }, { "x": 1.15, "y": 0.38554945139072 }, { "x": 1.2, "y": 0.3938787734192 }, { "x": 1.25, "y": 0.40191395710566 }, { "x": 1.3, "y": 0.40967324962377 }, { "x": 1.35, "y": 0.41717325693736 }, { "x": 1.4, "y": 0.42442913656663 }, { "x": 1.45, "y": 0.43145476260736 }, { "x": 1.5, "y": 0.43826286769695 }, { "x": 1.55, "y": 0.44486516571507 }, { "x": 1.6, "y": 0.45127245829559 }, { "x": 1.65, "y": 0.45749472766525 }, { "x": 1.7, "y": 0.46354121787709 }, { "x": 1.75, "y": 0.46942050614886 }, { "x": 1.8, "y": 0.47514056572804 }, { "x": 1.85, "y": 0.48070882147087 }, { "x": 1.9, "y": 0.4861321991323 }, { "x": 1.95, "y": 0.491417169207 }, { "x": 2, "y": 0.49656978603322 }, { "x": 2.05, "y": 0.50159572276397 }, { "x": 2.1, "y": 0.50650030272213 }, { "x": 2.15, "y": 0.51128852758113 }, { "x": 2.2, "y": 0.51596510275165 }, { "x": 2.25, "y": 0.52053446030165 }, { "x": 2.3, "y": 0.5250007796935 }, { "x": 2.35, "y": 0.52936800658413 }, { "x": 2.4, "y": 0.53363986990231 }, { "x": 2.45, "y": 0.53781989739004 }, { "x": 2.5, "y": 0.5419114297715 }, { "x": 2.55, "y": 0.54591763369314 }, { "x": 2.6, "y": 0.54984151356108 }, { "x": 2.65, "y": 0.55368592238712 }, { "x": 2.7, "y": 0.55745357174178 }, { "x": 2.75, "y": 0.5611470409014 }, { "x": 2.8, "y": 0.56476878526659 }, { "x": 2.85, "y": 0.56832114412096 }, { "x": 2.9, "y": 0.57180634779119 }, { "x": 2.95, "y": 0.57522652426343 }, { "x": 3, "y": 0.57858370530468 }, { "x": 3.05, "y": 0.58187983213331 }, { "x": 3.1, "y": 0.58511676067791 }, { "x": 3.15, "y": 0.58829626646002 }, { "x": 3.2, "y": 0.59142004913248 }, { "x": 3.25, "y": 0.59448973670243 }, { "x": 3.3, "y": 0.59750688946468 }, { "x": 3.35, "y": 0.60047300366922 }, { "x": 3.4, "y": 0.60338951494406 }, { "x": 3.45, "y": 0.60625780149277 }, { "x": 3.5, "y": 0.60907918708436 }, { "x": 3.55, "y": 0.61185494385146 }, { "x": 3.6, "y": 0.61458629491132 }, { "x": 3.65, "y": 0.6172744168231 }, { "x": 3.7, "y": 0.61992044189335 }, { "x": 3.75, "y": 0.62252546034102 }, { "x": 3.8, "y": 0.62509052233201 }, { "x": 3.85, "y": 0.62761663989266 }, { "x": 3.9, "y": 0.63010478871069 }, { "x": 3.94999999999999, "y": 0.63255590983141 }, { "x": 3.99999999999999, "y": 0.63497091125656 } ] }, { "id": 439, "curve_id": "E13.31", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "Above-ground steel, unanchored", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.70999999999999974, "sigma": 1.9599999999999986, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.02933355484845 }, { "x": 0.1, "y": 0.06214258842513 }, { "x": 0.15, "y": 0.09173224356037 }, { "x": 0.2, "y": 0.11832796493427 }, { "x": 0.25, "y": 0.14241367140408 }, { "x": 0.3, "y": 0.16440422898591 }, { "x": 0.35, "y": 0.18462784841188 }, { "x": 0.4, "y": 0.2033428524467 }, { "x": 0.45, "y": 0.22075472266505 }, { "x": 0.5, "y": 0.23702919880474 }, { "x": 0.55, "y": 0.25230183016619 }, { "x": 0.6, "y": 0.26668490580455 }, { "x": 0.65, "y": 0.28027252961612 }, { "x": 0.7, "y": 0.29314438812331 }, { "x": 0.75, "y": 0.30536858906326 }, { "x": 0.8, "y": 0.31700383083978 }, { "x": 0.85, "y": 0.32810108314821 }, { "x": 0.9, "y": 0.33870490534982 }, { "x": 0.95, "y": 0.34885449269347 }, { "x": 1, "y": 0.35858451542288 }, { "x": 1.05, "y": 0.3679257983628 }, { "x": 1.1, "y": 0.37690587626523 }, { "x": 1.15, "y": 0.38554945139072 }, { "x": 1.2, "y": 0.3938787734192 }, { "x": 1.25, "y": 0.40191395710566 }, { "x": 1.3, "y": 0.40967324962377 }, { "x": 1.35, "y": 0.41717325693736 }, { "x": 1.4, "y": 0.42442913656663 }, { "x": 1.45, "y": 0.43145476260736 }, { "x": 1.5, "y": 0.43826286769695 }, { "x": 1.55, "y": 0.44486516571507 }, { "x": 1.6, "y": 0.45127245829559 }, { "x": 1.65, "y": 0.45749472766525 }, { "x": 1.7, "y": 0.46354121787709 }, { "x": 1.75, "y": 0.46942050614886 }, { "x": 1.8, "y": 0.47514056572804 }, { "x": 1.85, "y": 0.48070882147087 }, { "x": 1.9, "y": 0.4861321991323 }, { "x": 1.95, "y": 0.491417169207 }, { "x": 2, "y": 0.49656978603322 }, { "x": 2.05, "y": 0.50159572276397 }, { "x": 2.1, "y": 0.50650030272213 }, { "x": 2.15, "y": 0.51128852758113 }, { "x": 2.2, "y": 0.51596510275165 }, { "x": 2.25, "y": 0.52053446030165 }, { "x": 2.3, "y": 0.5250007796935 }, { "x": 2.35, "y": 0.52936800658413 }, { "x": 2.4, "y": 0.53363986990231 }, { "x": 2.45, "y": 0.53781989739004 }, { "x": 2.5, "y": 0.5419114297715 }, { "x": 2.55, "y": 0.54591763369314 }, { "x": 2.6, "y": 0.54984151356108 }, { "x": 2.65, "y": 0.55368592238712 }, { "x": 2.7, "y": 0.55745357174178 }, { "x": 2.75, "y": 0.5611470409014 }, { "x": 2.8, "y": 0.56476878526659 }, { "x": 2.85, "y": 0.56832114412096 }, { "x": 2.9, "y": 0.57180634779119 }, { "x": 2.95, "y": 0.57522652426343 }, { "x": 3, "y": 0.57858370530468 }, { "x": 3.05, "y": 0.58187983213331 }, { "x": 3.1, "y": 0.58511676067791 }, { "x": 3.15, "y": 0.58829626646002 }, { "x": 3.2, "y": 0.59142004913248 }, { "x": 3.25, "y": 0.59448973670243 }, { "x": 3.3, "y": 0.59750688946468 }, { "x": 3.35, "y": 0.60047300366922 }, { "x": 3.4, "y": 0.60338951494406 }, { "x": 3.45, "y": 0.60625780149277 }, { "x": 3.5, "y": 0.60907918708436 }, { "x": 3.55, "y": 0.61185494385146 }, { "x": 3.6, "y": 0.61458629491132 }, { "x": 3.65, "y": 0.6172744168231 }, { "x": 3.7, "y": 0.61992044189335 }, { "x": 3.75, "y": 0.62252546034102 }, { "x": 3.8, "y": 0.62509052233201 }, { "x": 3.85, "y": 0.62761663989266 }, { "x": 3.9, "y": 0.63010478871069 }, { "x": 3.94999999999999, "y": 0.63255590983141 }, { "x": 3.99999999999999, "y": 0.63497091125656 } ] }, { "id": 440, "curve_id": "E13.4", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground steel tank, unanchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": -0.0512932944874022, "sigma": 0.70000000053951172, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.051, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.29769037E-05 }, { "x": 0.1, "y": 0.00064965721474 }, { "x": 0.15, "y": 0.00418343291936 }, { "x": 0.2, "y": 0.01300974065757 }, { "x": 0.25, "y": 0.02825094674787 }, { "x": 0.3, "y": 0.04981140301309 }, { "x": 0.35, "y": 0.07686639526257 }, { "x": 0.4, "y": 0.10828307335044 }, { "x": 0.45, "y": 0.14288453307219 }, { "x": 0.5, "y": 0.17958858080812 }, { "x": 0.55, "y": 0.21746691324242 }, { "x": 0.6, "y": 0.25575935233278 }, { "x": 0.65, "y": 0.29386515481749 }, { "x": 0.7, "y": 0.33132423155553 }, { "x": 0.75, "y": 0.36779529518475 }, { "x": 0.8, "y": 0.4030345120058 }, { "x": 0.85, "y": 0.43687628676817 }, { "x": 0.9, "y": 0.46921675312922 }, { "x": 0.95, "y": 0.5 }, { "x": 1, "y": 0.5292068088621 }, { "x": 1.05, "y": 0.55684557802706 }, { "x": 1.1, "y": 0.58294509180848 }, { "x": 1.15, "y": 0.60754881381705 }, { "x": 1.2, "y": 0.63071042123335 }, { "x": 1.25, "y": 0.65249033893692 }, { "x": 1.3, "y": 0.67295307281059 }, { "x": 1.35, "y": 0.69216517775821 }, { "x": 1.4, "y": 0.71019372710728 }, { "x": 1.45, "y": 0.72710517615122 }, { "x": 1.5, "y": 0.7429645340687 }, { "x": 1.55, "y": 0.75783477594578 }, { "x": 1.6, "y": 0.77177644074523 }, { "x": 1.65, "y": 0.78484737239926 }, { "x": 1.7, "y": 0.7971025702559 }, { "x": 1.75, "y": 0.808594122321 }, { "x": 1.8, "y": 0.81937120046718 }, { "x": 1.85, "y": 0.82948010132319 }, { "x": 1.9, "y": 0.83896432015355 }, { "x": 1.95, "y": 0.84786464787961 }, { "x": 2, "y": 0.85621928363659 }, { "x": 2.05, "y": 0.8640639570285 }, { "x": 2.1, "y": 0.87143205563356 }, { "x": 2.15, "y": 0.87835475440471 }, { "x": 2.2, "y": 0.88486114446554 }, { "x": 2.25, "y": 0.89097835947006 }, { "x": 2.3, "y": 0.89673169821596 }, { "x": 2.35, "y": 0.90214474260398 }, { "x": 2.4, "y": 0.90723947034805 }, { "x": 2.45, "y": 0.91203636207921 }, { "x": 2.5, "y": 0.91655450266806 }, { "x": 2.55, "y": 0.92081167672659 }, { "x": 2.6, "y": 0.92482445835194 }, { "x": 2.65, "y": 0.92860829524773 }, { "x": 2.7, "y": 0.93217758741124 }, { "x": 2.75, "y": 0.93554576060978 }, { "x": 2.8, "y": 0.93872533489271 }, { "x": 2.85, "y": 0.94172798839793 }, { "x": 2.9, "y": 0.94456461671752 }, { "x": 2.95, "y": 0.9472453880867 }, { "x": 3, "y": 0.94977979465603 }, { "x": 3.05, "y": 0.95217670009974 }, { "x": 3.1, "y": 0.95444438380325 }, { "x": 3.15, "y": 0.95659058186271 }, { "x": 3.2, "y": 0.95862252511748 }, { "x": 3.25, "y": 0.96054697442439 }, { "x": 3.3, "y": 0.96237025337076 }, { "x": 3.35, "y": 0.96409827861072 }, { "x": 3.4, "y": 0.96573658799769 }, { "x": 3.45, "y": 0.96729036667447 }, { "x": 3.5, "y": 0.96876447127134 }, { "x": 3.55, "y": 0.97016345235197 }, { "x": 3.6, "y": 0.97149157523745 }, { "x": 3.65, "y": 0.97275283932867 }, { "x": 3.7, "y": 0.97395099603929 }, { "x": 3.75, "y": 0.97508956544262 }, { "x": 3.8, "y": 0.97617185172848 }, { "x": 3.85, "y": 0.97720095755863 }, { "x": 3.9, "y": 0.97817979740295 }, { "x": 3.94999999999999, "y": 0.97911110993213 }, { "x": 3.99999999999999, "y": 0.97999746953693 } ] }, { "id": 441, "curve_id": "E13.5", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Above-ground steel tank", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.40546510775303957, "sigma": 0.60000000078204874, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.405, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 7.19584E-09 }, { "x": 0.1, "y": 3.18957103E-06 }, { "x": 0.15, "y": 6.211074685E-05 }, { "x": 0.2, "y": 0.00039229930173 }, { "x": 0.25, "y": 0.00141203539205 }, { "x": 0.3, "y": 0.00365483809969 }, { "x": 0.35, "y": 0.00764410598339 }, { "x": 0.4, "y": 0.0137999682752 }, { "x": 0.45, "y": 0.02239499862478 }, { "x": 0.5, "y": 0.03354874307192 }, { "x": 0.55, "y": 0.04724538431418 }, { "x": 0.6, "y": 0.06336170645684 }, { "x": 0.65, "y": 0.08169705321615 }, { "x": 0.7, "y": 0.10200074822458 }, { "x": 0.75, "y": 0.12399499425286 }, { "x": 0.8, "y": 0.14739277931811 }, { "x": 0.85, "y": 0.17191111101149 }, { "x": 0.9, "y": 0.19728024864491 }, { "x": 0.95, "y": 0.22324969796991 }, { "x": 1, "y": 0.24959169760424 }, { "x": 1.05, "y": 0.27610283259807 }, { "x": 1.1, "y": 0.30260429925456 }, { "x": 1.15, "y": 0.32894123718987 }, { "x": 1.2, "y": 0.35498144906224 }, { "x": 1.25, "y": 0.38061374850918 }, { "x": 1.3, "y": 0.40574611246507 }, { "x": 1.35, "y": 0.43030376355887 }, { "x": 1.4, "y": 0.45422726956246 }, { "x": 1.45, "y": 0.47747071769381 }, { "x": 1.5, "y": 0.5 }, { "x": 1.55, "y": 0.52179123036617 }, { "x": 1.6, "y": 0.5428293025337 }, { "x": 1.65, "y": 0.56310659075535 }, { "x": 1.7, "y": 0.58262178949778 }, { "x": 1.75, "y": 0.60137888524936 }, { "x": 1.8, "y": 0.61938625149082 }, { "x": 1.85, "y": 0.63665585684913 }, { "x": 1.9, "y": 0.65320257609093 }, { "x": 1.95, "y": 0.66904359370588 }, { "x": 2, "y": 0.6841978902244 }, { "x": 2.05, "y": 0.69868580199476 }, { "x": 2.1, "y": 0.71252864582899 }, { "x": 2.15, "y": 0.72574840065873 }, { "x": 2.2, "y": 0.7383674390812 }, { "x": 2.25, "y": 0.75040830239576 }, { "x": 2.3, "y": 0.76189351341625 }, { "x": 2.35, "y": 0.7728454219832 }, { "x": 2.4, "y": 0.78328607868878 }, { "x": 2.45, "y": 0.79323713286312 }, { "x": 2.5, "y": 0.80271975135509 }, { "x": 2.55, "y": 0.81175455507487 }, { "x": 2.6, "y": 0.82036157065298 }, { "x": 2.65, "y": 0.82856019491461 }, { "x": 2.7, "y": 0.83636917017197 }, { "x": 2.75, "y": 0.84380656860526 }, { "x": 2.8, "y": 0.85088978423853 }, { "x": 2.85, "y": 0.85763553122245 }, { "x": 2.9, "y": 0.86405984731676 }, { "x": 2.95, "y": 0.87017810162198 }, { "x": 3, "y": 0.87600500574714 }, { "x": 3.05, "y": 0.88155462771904 }, { "x": 3.1, "y": 0.88684040804192 }, { "x": 3.15, "y": 0.89187517740564 }, { "x": 3.2, "y": 0.89667117561802 }, { "x": 3.25, "y": 0.9012400714034 }, { "x": 3.3, "y": 0.90559298276739 }, { "x": 3.35, "y": 0.90974049767708 }, { "x": 3.4, "y": 0.91369269484855 }, { "x": 3.45, "y": 0.9174591644702 }, { "x": 3.5, "y": 0.92104902872144 }, { "x": 3.55, "y": 0.92447096197323 }, { "x": 3.6, "y": 0.92773321057942 }, { "x": 3.65, "y": 0.93084361218765 }, { "x": 3.7, "y": 0.93380961451438 }, { "x": 3.75, "y": 0.93663829354316 }, { "x": 3.8, "y": 0.93933637111642 }, { "x": 3.85, "y": 0.94191023190107 }, { "x": 3.9, "y": 0.94436593971661 }, { "x": 3.94999999999999, "y": 0.94670925322071 }, { "x": 3.99999999999999, "y": 0.94894564095342 } ] }, { "id": 442, "curve_id": "E13.6", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground wood tank", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": -0.105360516215498, "sigma": 0.700000002827189, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.105, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.820910077E-05 }, { "x": 0.1, "y": 0.00084793896008 }, { "x": 0.15, "y": 0.00523878515602 }, { "x": 0.2, "y": 0.01582980843933 }, { "x": 0.25, "y": 0.03363203592715 }, { "x": 0.3, "y": 0.05827201160207 }, { "x": 0.35, "y": 0.08863141115411 }, { "x": 0.4, "y": 0.12333578938767 }, { "x": 0.45, "y": 0.16103567984645 }, { "x": 0.5, "y": 0.20053964301678 }, { "x": 0.55, "y": 0.24086031812421 }, { "x": 0.6, "y": 0.28121501571666 }, { "x": 0.65, "y": 0.32100542275227 }, { "x": 0.7, "y": 0.35978983491262 }, { "x": 0.75, "y": 0.39725472723041 }, { "x": 0.8, "y": 0.43318878832614 }, { "x": 0.85, "y": 0.46746058074145 }, { "x": 0.9, "y": 0.5 }, { "x": 0.95, "y": 0.53078324687078 }, { "x": 1, "y": 0.55982085019311 }, { "x": 1.05, "y": 0.58714824250729 }, { "x": 1.1, "y": 0.61281842216875 }, { "x": 1.15, "y": 0.63689629372962 }, { "x": 1.2, "y": 0.65945434288926 }, { "x": 1.25, "y": 0.68056936361557 }, { "x": 1.3, "y": 0.70032000913555 }, { "x": 1.35, "y": 0.71878498428334 }, { "x": 1.4, "y": 0.7360417344656 }, { "x": 1.45, "y": 0.75216551714013 }, { "x": 1.5, "y": 0.76722876626729 }, { "x": 1.55, "y": 0.78130067973188 }, { "x": 1.6, "y": 0.79444697518534 }, { "x": 1.65, "y": 0.80672977192698 }, { "x": 1.7, "y": 0.81820756599781 }, { "x": 1.75, "y": 0.8289352731436 }, { "x": 1.8, "y": 0.83896432015355 }, { "x": 1.85, "y": 0.84834276964583 }, { "x": 1.9, "y": 0.85711546692781 }, { "x": 1.95, "y": 0.8653242003251 }, { "x": 2, "y": 0.87300786852136 }, { "x": 2.05, "y": 0.88020265011476 }, { "x": 2.1, "y": 0.88694217188304 }, { "x": 2.15, "y": 0.89325767323954 }, { "x": 2.2, "y": 0.89917816512309 }, { "x": 2.25, "y": 0.90473058214501 }, { "x": 2.3, "y": 0.90993992725723 }, { "x": 2.35, "y": 0.91482940853748 }, { "x": 2.4, "y": 0.91942056793485 }, { "x": 2.45, "y": 0.92373340200093 }, { "x": 2.5, "y": 0.92778647476338 }, { "x": 2.55, "y": 0.93159702299129 }, { "x": 2.6, "y": 0.93518105416418 }, { "x": 2.65, "y": 0.9385534374973 }, { "x": 2.7, "y": 0.94172798839793 }, { "x": 2.75, "y": 0.94471754673835 }, { "x": 2.8, "y": 0.94753404933118 }, { "x": 2.85, "y": 0.95018859698691 }, { "x": 2.9, "y": 0.952691516522 }, { "x": 2.95, "y": 0.95505241807158 }, { "x": 3, "y": 0.95728024804404 }, { "x": 3.05, "y": 0.95938333803671 }, { "x": 3.1, "y": 0.96136945001337 }, { "x": 3.15, "y": 0.9632458180254 }, { "x": 3.2, "y": 0.96501918673985 }, { "x": 3.25, "y": 0.96669584702005 }, { "x": 3.3, "y": 0.96828166878643 }, { "x": 3.35, "y": 0.9697821313693 }, { "x": 3.4, "y": 0.97120235154911 }, { "x": 3.45, "y": 0.97254710946545 }, { "x": 3.5, "y": 0.97382087256181 }, { "x": 3.55, "y": 0.97502781772026 }, { "x": 3.6, "y": 0.97617185172848 }, { "x": 3.65, "y": 0.97725663020978 }, { "x": 3.7, "y": 0.97828557513699 }, { "x": 3.75, "y": 0.97926189104107 }, { "x": 3.8, "y": 0.9801885800166 }, { "x": 3.85, "y": 0.98106845561811 }, { "x": 3.9, "y": 0.98190415573367 }, { "x": 3.94999999999999, "y": 0.98269815451521 }, { "x": 3.99999999999999, "y": 0.98345277343858 } ] }, { "id": 443, "curve_id": "E13.7", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Anchored ground-level", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": 0.47000362923874295, "sigma": 0.60000000001523079, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.470, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.81973E-09 }, { "x": 0.1, "y": 1.90964691E-06 }, { "x": 0.15, "y": 3.986569812E-05 }, { "x": 0.2, "y": 0.00026439120652 }, { "x": 0.25, "y": 0.00098795340995 }, { "x": 0.3, "y": 0.00263572180581 }, { "x": 0.35, "y": 0.0056538552718 }, { "x": 0.4, "y": 0.01043050412648 }, { "x": 0.45, "y": 0.01724971160194 }, { "x": 0.5, "y": 0.02627596506433 }, { "x": 0.55, "y": 0.03755972030807 }, { "x": 0.6, "y": 0.05105435904658 }, { "x": 0.65, "y": 0.06663758236984 }, { "x": 0.7, "y": 0.08413289022432 }, { "x": 0.75, "y": 0.10332882438198 }, { "x": 0.8, "y": 0.12399499425286 }, { "x": 0.85, "y": 0.1458947040022 }, { "x": 0.9, "y": 0.16879442534786 }, { "x": 0.95, "y": 0.19247055146393 }, { "x": 1, "y": 0.21671392131122 }, { "x": 1.05, "y": 0.24133258405822 }, { "x": 1.1, "y": 0.26615321902735 }, { "x": 1.15, "y": 0.29102156038151 }, { "x": 1.2, "y": 0.3158021097756 }, { "x": 1.25, "y": 0.34037736040162 }, { "x": 1.3, "y": 0.36464670460033 }, { "x": 1.35, "y": 0.38852515486624 }, { "x": 1.4, "y": 0.41194197400918 }, { "x": 1.45, "y": 0.43483928340122 }, { "x": 1.5, "y": 0.4571706974663 }, { "x": 1.55, "y": 0.47890001674546 }, { "x": 1.6, "y": 0.5 }, { "x": 1.65, "y": 0.52045122705388 }, { "x": 1.7, "y": 0.54024105772855 }, { "x": 1.75, "y": 0.55936268772455 }, { "x": 1.8, "y": 0.57781429920709 }, { "x": 1.85, "y": 0.59559830180494 }, { "x": 1.9, "y": 0.61272065846136 }, { "x": 1.95, "y": 0.62919028987092 }, { "x": 2, "y": 0.64501855093776 }, { "x": 2.05, "y": 0.66021877267707 }, { "x": 2.1, "y": 0.67480586316192 }, { "x": 2.15, "y": 0.68879596142473 }, { "x": 2.2, "y": 0.70220613860647 }, { "x": 2.25, "y": 0.71505414107251 }, { "x": 2.3, "y": 0.72735817065505 }, { "x": 2.35, "y": 0.73913669762178 }, { "x": 2.4, "y": 0.75040830239576 }, { "x": 2.45, "y": 0.76119154245575 }, { "x": 2.5, "y": 0.7715048412238 }, { "x": 2.55, "y": 0.78136639609646 }, { "x": 2.6, "y": 0.79079410309546 }, { "x": 2.65, "y": 0.79980549590494 }, { "x": 2.7, "y": 0.80841769732458 }, { "x": 2.75, "y": 0.81664738140466 }, { "x": 2.8, "y": 0.82451074474016 }, { "x": 2.85, "y": 0.83202348558974 }, { "x": 2.9, "y": 0.83920078965296 }, { "x": 2.95, "y": 0.8460573214878 }, { "x": 3, "y": 0.85260722068189 }, { "x": 3.05, "y": 0.85886410200691 }, { "x": 3.1, "y": 0.86484105888761 }, { "x": 3.15, "y": 0.87055066960688 }, { "x": 3.2, "y": 0.87600500574714 }, { "x": 3.25, "y": 0.88121564243699 }, { "x": 3.3, "y": 0.88619367003327 }, { "x": 3.35, "y": 0.89094970692056 }, { "x": 3.4, "y": 0.89549391315721 }, { "x": 3.45, "y": 0.89983600473621 }, { "x": 3.5, "y": 0.90398526826512 }, { "x": 3.55, "y": 0.90795057589872 }, { "x": 3.6, "y": 0.9117404003852 }, { "x": 3.65, "y": 0.91536283010903 }, { "x": 3.7, "y": 0.91882558403361 }, { "x": 3.75, "y": 0.92213602646391 }, { "x": 3.8, "y": 0.92530118156382 }, { "x": 3.85, "y": 0.92832774757575 }, { "x": 3.9, "y": 0.93122211070085 }, { "x": 3.94999999999999, "y": 0.93399035860744 }, { "x": 3.99999999999999, "y": 0.93663829354316 } ] }, { "id": 444, "curve_id": "E13.8", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Unanchored ground-level", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": -0.328504066972135, "sigma": 0.70000000000032014, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.329, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 6.939182879E-05 }, { "x": 0.1, "y": 0.00240031646212 }, { "x": 0.15, "y": 0.01251692834006 }, { "x": 0.2, "y": 0.03363203592715 }, { "x": 0.25, "y": 0.0653777947433 }, { "x": 0.3, "y": 0.10552751849313 }, { "x": 0.35, "y": 0.15139838134444 }, { "x": 0.4, "y": 0.20053964301679 }, { "x": 0.45, "y": 0.25097212337267 }, { "x": 0.5, "y": 0.30121169224487 }, { "x": 0.55, "y": 0.35020712439616 }, { "x": 0.6, "y": 0.39725472723041 }, { "x": 0.65, "y": 0.44191623348288 }, { "x": 0.7, "y": 0.48394925571959 }, { "x": 0.75, "y": 0.52325199051837 }, { "x": 0.8, "y": 0.55982085019311 }, { "x": 0.85, "y": 0.5937187817912 }, { "x": 0.9, "y": 0.62505200090785 }, { "x": 0.95, "y": 0.65395316236016 }, { "x": 1, "y": 0.68056936361557 }, { "x": 1.05, "y": 0.70505372945965 }, { "x": 1.1, "y": 0.72755962393501 }, { "x": 1.15, "y": 0.7482367731395 }, { "x": 1.2, "y": 0.76722876626729 }, { "x": 1.25, "y": 0.78467154177985 }, { "x": 1.3, "y": 0.80069257019762 }, { "x": 1.35, "y": 0.81541052280821 }, { "x": 1.4, "y": 0.8289352731436 }, { "x": 1.45, "y": 0.84136812048828 }, { "x": 1.5, "y": 0.85280215583478 }, { "x": 1.55, "y": 0.86332271352807 }, { "x": 1.6, "y": 0.87300786852136 }, { "x": 1.65, "y": 0.88192895132003 }, { "x": 1.7, "y": 0.89015106151731 }, { "x": 1.75, "y": 0.89773356720676 }, { "x": 1.8, "y": 0.90473058214501 }, { "x": 1.85, "y": 0.91119141581183 }, { "x": 1.9, "y": 0.91716099382738 }, { "x": 1.95, "y": 0.92268024779804 }, { "x": 2, "y": 0.92778647476338 }, { "x": 2.05, "y": 0.93251366714897 }, { "x": 2.1, "y": 0.93689281459564 }, { "x": 2.15, "y": 0.940952179312 }, { "x": 2.2, "y": 0.94471754673835 }, { "x": 2.25, "y": 0.9482124533585 }, { "x": 2.3, "y": 0.95145839347992 }, { "x": 2.35, "y": 0.95447500674407 }, { "x": 2.4, "y": 0.95728024804404 }, { "x": 2.45, "y": 0.95989054142494 }, { "x": 2.5, "y": 0.96232091943411 }, { "x": 2.55, "y": 0.96458514927641 }, { "x": 2.6, "y": 0.96669584702005 }, { "x": 2.65, "y": 0.96866458099193 }, { "x": 2.7, "y": 0.97050196540064 }, { "x": 2.75, "y": 0.97221774513048 }, { "x": 2.8, "y": 0.97382087256181 }, { "x": 2.85, "y": 0.975319577192 }, { "x": 2.9, "y": 0.97672142875657 }, { "x": 2.95, "y": 0.97803339448215 }, { "x": 3, "y": 0.97926189104107 }, { "x": 3.05, "y": 0.98041283172112 }, { "x": 3.1, "y": 0.98149166927326 }, { "x": 3.15, "y": 0.98250343485409 }, { "x": 3.2, "y": 0.98345277343858 }, { "x": 3.25, "y": 0.98434397604104 }, { "x": 3.3, "y": 0.98518100904886 }, { "x": 3.35, "y": 0.98596754094331 }, { "x": 3.4, "y": 0.98670696665435 }, { "x": 3.45, "y": 0.98740242977229 }, { "x": 3.5, "y": 0.98805684281669 }, { "x": 3.55, "y": 0.98867290574376 }, { "x": 3.6, "y": 0.98925312285527 }, { "x": 3.65, "y": 0.98979981825635 }, { "x": 3.7, "y": 0.99031514999512 }, { "x": 3.75, "y": 0.99080112300431 }, { "x": 3.8, "y": 0.99125960095337 }, { "x": 3.85, "y": 0.99169231710924 }, { "x": 3.9, "y": 0.99210088429448 }, { "x": 3.94999999999999, "y": 0.99248680402317 }, { "x": 3.99999999999999, "y": 0.99285147488733 } ] }, { "id": 445, "curve_id": "E13.9", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Anchored elevated", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": 0.40546510775303957, "sigma": 0.60000000078204874, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.405, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 7.19584E-09 }, { "x": 0.1, "y": 3.18957103E-06 }, { "x": 0.15, "y": 6.211074685E-05 }, { "x": 0.2, "y": 0.00039229930173 }, { "x": 0.25, "y": 0.00141203539205 }, { "x": 0.3, "y": 0.00365483809969 }, { "x": 0.35, "y": 0.00764410598339 }, { "x": 0.4, "y": 0.0137999682752 }, { "x": 0.45, "y": 0.02239499862478 }, { "x": 0.5, "y": 0.03354874307192 }, { "x": 0.55, "y": 0.04724538431418 }, { "x": 0.6, "y": 0.06336170645684 }, { "x": 0.65, "y": 0.08169705321615 }, { "x": 0.7, "y": 0.10200074822458 }, { "x": 0.75, "y": 0.12399499425286 }, { "x": 0.8, "y": 0.14739277931811 }, { "x": 0.85, "y": 0.17191111101149 }, { "x": 0.9, "y": 0.19728024864491 }, { "x": 0.95, "y": 0.22324969796991 }, { "x": 1, "y": 0.24959169760424 }, { "x": 1.05, "y": 0.27610283259807 }, { "x": 1.1, "y": 0.30260429925456 }, { "x": 1.15, "y": 0.32894123718987 }, { "x": 1.2, "y": 0.35498144906224 }, { "x": 1.25, "y": 0.38061374850918 }, { "x": 1.3, "y": 0.40574611246507 }, { "x": 1.35, "y": 0.43030376355887 }, { "x": 1.4, "y": 0.45422726956246 }, { "x": 1.45, "y": 0.47747071769381 }, { "x": 1.5, "y": 0.5 }, { "x": 1.55, "y": 0.52179123036617 }, { "x": 1.6, "y": 0.5428293025337 }, { "x": 1.65, "y": 0.56310659075535 }, { "x": 1.7, "y": 0.58262178949778 }, { "x": 1.75, "y": 0.60137888524936 }, { "x": 1.8, "y": 0.61938625149082 }, { "x": 1.85, "y": 0.63665585684913 }, { "x": 1.9, "y": 0.65320257609093 }, { "x": 1.95, "y": 0.66904359370588 }, { "x": 2, "y": 0.6841978902244 }, { "x": 2.05, "y": 0.69868580199476 }, { "x": 2.1, "y": 0.71252864582899 }, { "x": 2.15, "y": 0.72574840065873 }, { "x": 2.2, "y": 0.7383674390812 }, { "x": 2.25, "y": 0.75040830239576 }, { "x": 2.3, "y": 0.76189351341625 }, { "x": 2.35, "y": 0.7728454219832 }, { "x": 2.4, "y": 0.78328607868878 }, { "x": 2.45, "y": 0.79323713286312 }, { "x": 2.5, "y": 0.80271975135509 }, { "x": 2.55, "y": 0.81175455507487 }, { "x": 2.6, "y": 0.82036157065298 }, { "x": 2.65, "y": 0.82856019491461 }, { "x": 2.7, "y": 0.83636917017197 }, { "x": 2.75, "y": 0.84380656860526 }, { "x": 2.8, "y": 0.85088978423853 }, { "x": 2.85, "y": 0.85763553122245 }, { "x": 2.9, "y": 0.86405984731676 }, { "x": 2.95, "y": 0.87017810162198 }, { "x": 3, "y": 0.87600500574714 }, { "x": 3.05, "y": 0.88155462771904 }, { "x": 3.1, "y": 0.88684040804192 }, { "x": 3.15, "y": 0.89187517740564 }, { "x": 3.2, "y": 0.89667117561802 }, { "x": 3.25, "y": 0.9012400714034 }, { "x": 3.3, "y": 0.90559298276739 }, { "x": 3.35, "y": 0.90974049767708 }, { "x": 3.4, "y": 0.91369269484855 }, { "x": 3.45, "y": 0.9174591644702 }, { "x": 3.5, "y": 0.92104902872144 }, { "x": 3.55, "y": 0.92447096197323 }, { "x": 3.6, "y": 0.92773321057942 }, { "x": 3.65, "y": 0.93084361218765 }, { "x": 3.7, "y": 0.93380961451438 }, { "x": 3.75, "y": 0.93663829354316 }, { "x": 3.8, "y": 0.93933637111642 }, { "x": 3.85, "y": 0.94191023190107 }, { "x": 3.9, "y": 0.94436593971661 }, { "x": 3.94999999999999, "y": 0.94670925322071 }, { "x": 3.99999999999999, "y": 0.94894564095342 } ] }, { "id": 446, "curve_id": "E14.1", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Small water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": -0.186329578191709, "sigma": 0.6000000000006922, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.186, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.41810777E-06 }, { "x": 0.1, "y": 0.00021007495671 }, { "x": 0.15, "y": 0.00217692463088 }, { "x": 0.2, "y": 0.00884970375472 }, { "x": 0.25, "y": 0.02275330114041 }, { "x": 0.3, "y": 0.04493611864127 }, { "x": 0.35, "y": 0.07505341304037 }, { "x": 0.4, "y": 0.11187785540557 }, { "x": 0.45, "y": 0.15379384523854 }, { "x": 0.5, "y": 0.19914029558454 }, { "x": 0.55, "y": 0.24640520593615 }, { "x": 0.6, "y": 0.29431350413408 }, { "x": 0.65, "y": 0.34184895135854 }, { "x": 0.7, "y": 0.3882400814654 }, { "x": 0.75, "y": 0.43292945978571 }, { "x": 0.8, "y": 0.47553759898377 }, { "x": 0.85, "y": 0.51582763633774 }, { "x": 0.9, "y": 0.55367367892115 }, { "x": 0.95, "y": 0.58903388494171 }, { "x": 1, "y": 0.62192836122081 }, { "x": 1.05, "y": 0.65242147467769 }, { "x": 1.1, "y": 0.68060798168707 }, { "x": 1.15, "y": 0.70660234067193 }, { "x": 1.2, "y": 0.73053061232334 }, { "x": 1.25, "y": 0.75252442417754 }, { "x": 1.3, "y": 0.77271655790968 }, { "x": 1.35, "y": 0.79123779641141 }, { "x": 1.4, "y": 0.80821473798806 }, { "x": 1.45, "y": 0.82376834499105 }, { "x": 1.5, "y": 0.83801304393408 }, { "x": 1.55, "y": 0.8510562345651 }, { "x": 1.6, "y": 0.86299809774947 }, { "x": 1.65, "y": 0.87393161768306 }, { "x": 1.7, "y": 0.88394275411637 }, { "x": 1.75, "y": 0.89311071600289 }, { "x": 1.8, "y": 0.9015083001846 }, { "x": 1.85, "y": 0.90920226813841 }, { "x": 1.9, "y": 0.91625374102809 }, { "x": 1.95, "y": 0.92271859881874 }, { "x": 2, "y": 0.92864787339511 }, { "x": 2.05, "y": 0.93408812878221 }, { "x": 2.1, "y": 0.93908182393137 }, { "x": 2.15, "y": 0.94366765529105 }, { "x": 2.2, "y": 0.9478808776727 }, { "x": 2.25, "y": 0.95175360285701 }, { "x": 2.3, "y": 0.95531507605236 }, { "x": 2.35, "y": 0.95859193078024 }, { "x": 2.4, "y": 0.96160842307229 }, { "x": 2.45, "y": 0.9643866460607 }, { "x": 2.5, "y": 0.9669467261561 }, { "x": 2.55, "y": 0.96930700205929 }, { "x": 2.6, "y": 0.97148418786071 }, { "x": 2.65, "y": 0.97349352145894 }, { "x": 2.7, "y": 0.97534889948559 }, { "x": 2.75, "y": 0.97706299986653 }, { "x": 2.8, "y": 0.97864739308384 }, { "x": 2.85, "y": 0.98011264313265 }, { "x": 2.9, "y": 0.9814683990963 }, { "x": 2.95, "y": 0.98272347819207 }, { "x": 3, "y": 0.98388594107175 }, { "x": 3.05, "y": 0.98496316009538 }, { "x": 3.1, "y": 0.985961881235 }, { "x": 3.15, "y": 0.98688828020697 }, { "x": 3.2, "y": 0.98774801337756 }, { "x": 3.25, "y": 0.98854626393694 }, { "x": 3.3, "y": 0.98928778379021 }, { "x": 3.35, "y": 0.98997693157283 }, { "x": 3.4, "y": 0.99061770715859 }, { "x": 3.45, "y": 0.99121378299368 }, { "x": 3.5, "y": 0.99176853255853 }, { "x": 3.55, "y": 0.99228505622967 }, { "x": 3.6, "y": 0.99276620478835 }, { "x": 3.65, "y": 0.99321460079807 }, { "x": 3.7, "y": 0.99363265805246 }, { "x": 3.75, "y": 0.99402259927474 }, { "x": 3.8, "y": 0.99438647223315 }, { "x": 3.85, "y": 0.99472616442029 }, { "x": 3.9, "y": 0.9950434164304 }, { "x": 3.94999999999999, "y": 0.99533983415554 }, { "x": 3.99999999999999, "y": 0.99561689990994 } ] }, { "id": 447, "curve_id": "E14.2", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Small water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": -0.186329578191709, "sigma": 0.6000000000006922, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.186, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.41810777E-06 }, { "x": 0.1, "y": 0.00021007495671 }, { "x": 0.15, "y": 0.00217692463088 }, { "x": 0.2, "y": 0.00884970375472 }, { "x": 0.25, "y": 0.02275330114041 }, { "x": 0.3, "y": 0.04493611864127 }, { "x": 0.35, "y": 0.07505341304037 }, { "x": 0.4, "y": 0.11187785540557 }, { "x": 0.45, "y": 0.15379384523854 }, { "x": 0.5, "y": 0.19914029558454 }, { "x": 0.55, "y": 0.24640520593615 }, { "x": 0.6, "y": 0.29431350413408 }, { "x": 0.65, "y": 0.34184895135854 }, { "x": 0.7, "y": 0.3882400814654 }, { "x": 0.75, "y": 0.43292945978571 }, { "x": 0.8, "y": 0.47553759898377 }, { "x": 0.85, "y": 0.51582763633774 }, { "x": 0.9, "y": 0.55367367892115 }, { "x": 0.95, "y": 0.58903388494171 }, { "x": 1, "y": 0.62192836122081 }, { "x": 1.05, "y": 0.65242147467769 }, { "x": 1.1, "y": 0.68060798168707 }, { "x": 1.15, "y": 0.70660234067193 }, { "x": 1.2, "y": 0.73053061232334 }, { "x": 1.25, "y": 0.75252442417754 }, { "x": 1.3, "y": 0.77271655790968 }, { "x": 1.35, "y": 0.79123779641141 }, { "x": 1.4, "y": 0.80821473798806 }, { "x": 1.45, "y": 0.82376834499105 }, { "x": 1.5, "y": 0.83801304393408 }, { "x": 1.55, "y": 0.8510562345651 }, { "x": 1.6, "y": 0.86299809774947 }, { "x": 1.65, "y": 0.87393161768306 }, { "x": 1.7, "y": 0.88394275411637 }, { "x": 1.75, "y": 0.89311071600289 }, { "x": 1.8, "y": 0.9015083001846 }, { "x": 1.85, "y": 0.90920226813841 }, { "x": 1.9, "y": 0.91625374102809 }, { "x": 1.95, "y": 0.92271859881874 }, { "x": 2, "y": 0.92864787339511 }, { "x": 2.05, "y": 0.93408812878221 }, { "x": 2.1, "y": 0.93908182393137 }, { "x": 2.15, "y": 0.94366765529105 }, { "x": 2.2, "y": 0.9478808776727 }, { "x": 2.25, "y": 0.95175360285701 }, { "x": 2.3, "y": 0.95531507605236 }, { "x": 2.35, "y": 0.95859193078024 }, { "x": 2.4, "y": 0.96160842307229 }, { "x": 2.45, "y": 0.9643866460607 }, { "x": 2.5, "y": 0.9669467261561 }, { "x": 2.55, "y": 0.96930700205929 }, { "x": 2.6, "y": 0.97148418786071 }, { "x": 2.65, "y": 0.97349352145894 }, { "x": 2.7, "y": 0.97534889948559 }, { "x": 2.75, "y": 0.97706299986653 }, { "x": 2.8, "y": 0.97864739308384 }, { "x": 2.85, "y": 0.98011264313265 }, { "x": 2.9, "y": 0.9814683990963 }, { "x": 2.95, "y": 0.98272347819207 }, { "x": 3, "y": 0.98388594107175 }, { "x": 3.05, "y": 0.98496316009538 }, { "x": 3.1, "y": 0.985961881235 }, { "x": 3.15, "y": 0.98688828020697 }, { "x": 3.2, "y": 0.98774801337756 }, { "x": 3.25, "y": 0.98854626393694 }, { "x": 3.3, "y": 0.98928778379021 }, { "x": 3.35, "y": 0.98997693157283 }, { "x": 3.4, "y": 0.99061770715859 }, { "x": 3.45, "y": 0.99121378299368 }, { "x": 3.5, "y": 0.99176853255853 }, { "x": 3.55, "y": 0.99228505622967 }, { "x": 3.6, "y": 0.99276620478835 }, { "x": 3.65, "y": 0.99321460079807 }, { "x": 3.7, "y": 0.99363265805246 }, { "x": 3.75, "y": 0.99402259927474 }, { "x": 3.8, "y": 0.99438647223315 }, { "x": 3.85, "y": 0.99472616442029 }, { "x": 3.9, "y": 0.9950434164304 }, { "x": 3.94999999999999, "y": 0.99533983415554 }, { "x": 3.99999999999999, "y": 0.99561689990994 } ] }, { "id": 448, "curve_id": "E14.3", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Medium water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.2468600779263046, "sigma": 0.500000000063517, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.247, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 4.431E-11 }, { "x": 0.1, "y": 1.708252E-07 }, { "x": 0.15, "y": 9.01607263E-06 }, { "x": 0.2, "y": 0.00010257211237 }, { "x": 0.25, "y": 0.00054479665177 }, { "x": 0.3, "y": 0.00185592169869 }, { "x": 0.35, "y": 0.00475210042432 }, { "x": 0.4, "y": 0.01000123284596 }, { "x": 0.45, "y": 0.01827588825107 }, { "x": 0.5, "y": 0.03005304973571 }, { "x": 0.55, "y": 0.04557195996095 }, { "x": 0.6, "y": 0.06483918754199 }, { "x": 0.65, "y": 0.08766322876053 }, { "x": 0.7, "y": 0.1137025851433 }, { "x": 0.75, "y": 0.14251584253224 }, { "x": 0.8, "y": 0.17360691875027 }, { "x": 0.85, "y": 0.20646224474523 }, { "x": 0.9, "y": 0.24057903200331 }, { "x": 0.95, "y": 0.27548516307532 }, { "x": 1, "y": 0.31075191422493 }, { "x": 1.05, "y": 0.34600093919309 }, { "x": 1.1, "y": 0.38090690470908 }, { "x": 1.15, "y": 0.41519700191365 }, { "x": 1.2, "y": 0.44864834381817 }, { "x": 1.25, "y": 0.48108404299339 }, { "x": 1.3, "y": 0.51236856893035 }, { "x": 1.35, "y": 0.54240282026288 }, { "x": 1.4, "y": 0.57111921482477 }, { "x": 1.45, "y": 0.59847699787738 }, { "x": 1.5, "y": 0.62445789161793 }, { "x": 1.55, "y": 0.64906215266689 }, { "x": 1.6, "y": 0.67230506428846 }, { "x": 1.65, "y": 0.69421386281977 }, { "x": 1.7, "y": 0.71482508001448 }, { "x": 1.75, "y": 0.73418227220986 }, { "x": 1.8, "y": 0.75233410142418 }, { "x": 1.85, "y": 0.76933273116879 }, { "x": 1.9, "y": 0.78523249978454 }, { "x": 1.95, "y": 0.8000888356498 }, { "x": 2, "y": 0.8139573810561 }, { "x": 2.05, "y": 0.82689329448176 }, { "x": 2.1, "y": 0.83895070411993 }, { "x": 2.15, "y": 0.85018228863986 }, { "x": 2.2, "y": 0.86063896415269 }, { "x": 2.25, "y": 0.87036965914153 }, { "x": 2.3, "y": 0.87942116165994 }, { "x": 2.35, "y": 0.88783802538775 }, { "x": 2.4, "y": 0.89566252315953 }, { "x": 2.45, "y": 0.90293463835986 }, { "x": 2.5, "y": 0.90969208612684 }, { "x": 2.55, "y": 0.91597035764282 }, { "x": 2.6, "y": 0.92180278193895 }, { "x": 2.65, "y": 0.92722060061981 }, { "x": 2.7, "y": 0.93225305174632 }, { "x": 2.75, "y": 0.93692745981817 }, { "x": 2.8, "y": 0.94126932938846 }, { "x": 2.85, "y": 0.94530244033844 }, { "x": 2.9, "y": 0.94904894325354 }, { "x": 2.95, "y": 0.95252945368452 }, { "x": 3, "y": 0.95576314436107 }, { "x": 3.05, "y": 0.95876783465804 }, { "x": 3.1, "y": 0.96156007680501 }, { "x": 3.15, "y": 0.96415523848475 }, { "x": 3.2, "y": 0.96656758159108 }, { "x": 3.25, "y": 0.96881033701694 }, { "x": 3.3, "y": 0.97089577542274 }, { "x": 3.35, "y": 0.97283527399751 }, { "x": 3.4, "y": 0.97463937927373 }, { "x": 3.45, "y": 0.97631786609292 }, { "x": 3.5, "y": 0.97787979284688 }, { "x": 3.55, "y": 0.97933355313825 }, { "x": 3.6, "y": 0.98068692401775 }, { "x": 3.65, "y": 0.98194711096347 }, { "x": 3.7, "y": 0.98312078977174 }, { "x": 3.75, "y": 0.98421414553039 }, { "x": 3.8, "y": 0.98523290884374 }, { "x": 3.85, "y": 0.98618238947533 }, { "x": 3.9, "y": 0.98706750756994 }, { "x": 3.94999999999999, "y": 0.98789282261064 }, { "x": 3.99999999999999, "y": 0.98866256026023 } ] }, { "id": 449, "curve_id": "E14.4", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Medium water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.2468600779263046, "sigma": 0.500000000063517, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.247, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 4.431E-11 }, { "x": 0.1, "y": 1.708252E-07 }, { "x": 0.15, "y": 9.01607263E-06 }, { "x": 0.2, "y": 0.00010257211237 }, { "x": 0.25, "y": 0.00054479665177 }, { "x": 0.3, "y": 0.00185592169869 }, { "x": 0.35, "y": 0.00475210042432 }, { "x": 0.4, "y": 0.01000123284596 }, { "x": 0.45, "y": 0.01827588825107 }, { "x": 0.5, "y": 0.03005304973571 }, { "x": 0.55, "y": 0.04557195996095 }, { "x": 0.6, "y": 0.06483918754199 }, { "x": 0.65, "y": 0.08766322876053 }, { "x": 0.7, "y": 0.1137025851433 }, { "x": 0.75, "y": 0.14251584253224 }, { "x": 0.8, "y": 0.17360691875027 }, { "x": 0.85, "y": 0.20646224474523 }, { "x": 0.9, "y": 0.24057903200331 }, { "x": 0.95, "y": 0.27548516307532 }, { "x": 1, "y": 0.31075191422493 }, { "x": 1.05, "y": 0.34600093919309 }, { "x": 1.1, "y": 0.38090690470908 }, { "x": 1.15, "y": 0.41519700191365 }, { "x": 1.2, "y": 0.44864834381817 }, { "x": 1.25, "y": 0.48108404299339 }, { "x": 1.3, "y": 0.51236856893035 }, { "x": 1.35, "y": 0.54240282026288 }, { "x": 1.4, "y": 0.57111921482477 }, { "x": 1.45, "y": 0.59847699787738 }, { "x": 1.5, "y": 0.62445789161793 }, { "x": 1.55, "y": 0.64906215266689 }, { "x": 1.6, "y": 0.67230506428846 }, { "x": 1.65, "y": 0.69421386281977 }, { "x": 1.7, "y": 0.71482508001448 }, { "x": 1.75, "y": 0.73418227220986 }, { "x": 1.8, "y": 0.75233410142418 }, { "x": 1.85, "y": 0.76933273116879 }, { "x": 1.9, "y": 0.78523249978454 }, { "x": 1.95, "y": 0.8000888356498 }, { "x": 2, "y": 0.8139573810561 }, { "x": 2.05, "y": 0.82689329448176 }, { "x": 2.1, "y": 0.83895070411993 }, { "x": 2.15, "y": 0.85018228863986 }, { "x": 2.2, "y": 0.86063896415269 }, { "x": 2.25, "y": 0.87036965914153 }, { "x": 2.3, "y": 0.87942116165994 }, { "x": 2.35, "y": 0.88783802538775 }, { "x": 2.4, "y": 0.89566252315953 }, { "x": 2.45, "y": 0.90293463835986 }, { "x": 2.5, "y": 0.90969208612684 }, { "x": 2.55, "y": 0.91597035764282 }, { "x": 2.6, "y": 0.92180278193895 }, { "x": 2.65, "y": 0.92722060061981 }, { "x": 2.7, "y": 0.93225305174632 }, { "x": 2.75, "y": 0.93692745981817 }, { "x": 2.8, "y": 0.94126932938846 }, { "x": 2.85, "y": 0.94530244033844 }, { "x": 2.9, "y": 0.94904894325354 }, { "x": 2.95, "y": 0.95252945368452 }, { "x": 3, "y": 0.95576314436107 }, { "x": 3.05, "y": 0.95876783465804 }, { "x": 3.1, "y": 0.96156007680501 }, { "x": 3.15, "y": 0.96415523848475 }, { "x": 3.2, "y": 0.96656758159108 }, { "x": 3.25, "y": 0.96881033701694 }, { "x": 3.3, "y": 0.97089577542274 }, { "x": 3.35, "y": 0.97283527399751 }, { "x": 3.4, "y": 0.97463937927373 }, { "x": 3.45, "y": 0.97631786609292 }, { "x": 3.5, "y": 0.97787979284688 }, { "x": 3.55, "y": 0.97933355313825 }, { "x": 3.6, "y": 0.98068692401775 }, { "x": 3.65, "y": 0.98194711096347 }, { "x": 3.7, "y": 0.98312078977174 }, { "x": 3.75, "y": 0.98421414553039 }, { "x": 3.8, "y": 0.98523290884374 }, { "x": 3.85, "y": 0.98618238947533 }, { "x": 3.9, "y": 0.98706750756994 }, { "x": 3.94999999999999, "y": 0.98789282261064 }, { "x": 3.99999999999999, "y": 0.98866256026023 } ] }, { "id": 450, "curve_id": "E14.5", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Large water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.45107561936021673, "sigma": 0.44999999999999996, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.451, σ=0.450, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1E-14 }, { "x": 0.1, "y": 4.701E-10 }, { "x": 0.15, "y": 9.032909E-08 }, { "x": 0.2, "y": 2.33692613E-06 }, { "x": 0.25, "y": 2.222476309E-05 }, { "x": 0.3, "y": 0.00011758779285 }, { "x": 0.35, "y": 0.00042599371741 }, { "x": 0.4, "y": 0.00118843301621 }, { "x": 0.45, "y": 0.00274440987191 }, { "x": 0.5, "y": 0.00549970861406 }, { "x": 0.55, "y": 0.00987887009647 }, { "x": 0.6, "y": 0.01627630388336 }, { "x": 0.65, "y": 0.02501627263512 }, { "x": 0.7, "y": 0.03632675024823 }, { "x": 0.75, "y": 0.05032777952621 }, { "x": 0.8, "y": 0.06703222973674 }, { "x": 0.85, "y": 0.08635565152961 }, { "x": 0.9, "y": 0.10813178688196 }, { "x": 0.95, "y": 0.13213074720238 }, { "x": 1, "y": 0.15807757095158 }, { "x": 1.05, "y": 0.18566959246942 }, { "x": 1.1, "y": 0.21459168129158 }, { "x": 1.15, "y": 0.24452890227811 }, { "x": 1.2, "y": 0.27517649891206 }, { "x": 1.25, "y": 0.30624733311406 }, { "x": 1.3, "y": 0.33747705013507 }, { "x": 1.35, "y": 0.36862730189926 }, { "x": 1.4, "y": 0.39948737859919 }, { "x": 1.45, "y": 0.42987458393255 }, { "x": 1.5, "y": 0.45963365720326 }, { "x": 1.55, "y": 0.48863550483685 }, { "x": 1.6, "y": 0.51677546085541 }, { "x": 1.65, "y": 0.5439712543812 }, { "x": 1.7, "y": 0.57016082448472 }, { "x": 1.75, "y": 0.59530008971436 }, { "x": 1.8, "y": 0.61936075174081 }, { "x": 1.85, "y": 0.64232818956099 }, { "x": 1.9, "y": 0.66419948221138 }, { "x": 1.95, "y": 0.68498158339543 }, { "x": 2, "y": 0.70468966025079 }, { "x": 2.05, "y": 0.72334560010539 }, { "x": 2.1, "y": 0.74097668297772 }, { "x": 2.15, "y": 0.7576144133088 }, { "x": 2.2, "y": 0.77329350157926 }, { "x": 2.25, "y": 0.78805098473566 }, { "x": 2.3, "y": 0.80192547345637 }, { "x": 2.35, "y": 0.81495651400993 }, { "x": 2.4, "y": 0.82718405262449 }, { "x": 2.45, "y": 0.83864799075916 }, { "x": 2.5, "y": 0.84938782034179 }, { "x": 2.55, "y": 0.85944232883265 }, { "x": 2.6, "y": 0.86884936482968 }, { "x": 2.65, "y": 0.87764565580564 }, { "x": 2.7, "y": 0.88586667042841 }, { "x": 2.75, "y": 0.8935465187427 }, { "x": 2.8, "y": 0.90071788426969 }, { "x": 2.85, "y": 0.90741198280363 }, { "x": 2.9, "y": 0.91365854334566 }, { "x": 2.95, "y": 0.91948580721556 }, { "x": 3, "y": 0.92492054192175 }, { "x": 3.05, "y": 0.92998806685134 }, { "x": 3.1, "y": 0.93471228826966 }, { "x": 3.15, "y": 0.93911574149493 }, { "x": 3.2, "y": 0.94321963844452 }, { "x": 3.25, "y": 0.94704391903716 }, { "x": 3.3, "y": 0.95060730518637 }, { "x": 3.35, "y": 0.95392735633676 }, { "x": 3.4, "y": 0.95702052568159 }, { "x": 3.45, "y": 0.95990221636025 }, { "x": 3.5, "y": 0.96258683707083 }, { "x": 3.55, "y": 0.96508785664931 }, { "x": 3.6, "y": 0.96741785726558 }, { "x": 3.65, "y": 0.96958858596925 }, { "x": 3.7, "y": 0.97161100438783 }, { "x": 3.75, "y": 0.97349533643815 }, { "x": 3.8, "y": 0.97525111395948 }, { "x": 3.85, "y": 0.9768872202169 }, { "x": 3.9, "y": 0.97841193125531 }, { "x": 3.94999999999999, "y": 0.97983295511078 }, { "x": 3.99999999999999, "y": 0.98115746890685 } ] }, { "id": 451, "curve_id": "E14.6", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Large water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.45107561936021673, "sigma": 0.44999999999999996, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.451, σ=0.450, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1E-14 }, { "x": 0.1, "y": 4.701E-10 }, { "x": 0.15, "y": 9.032909E-08 }, { "x": 0.2, "y": 2.33692613E-06 }, { "x": 0.25, "y": 2.222476309E-05 }, { "x": 0.3, "y": 0.00011758779285 }, { "x": 0.35, "y": 0.00042599371741 }, { "x": 0.4, "y": 0.00118843301621 }, { "x": 0.45, "y": 0.00274440987191 }, { "x": 0.5, "y": 0.00549970861406 }, { "x": 0.55, "y": 0.00987887009647 }, { "x": 0.6, "y": 0.01627630388336 }, { "x": 0.65, "y": 0.02501627263512 }, { "x": 0.7, "y": 0.03632675024823 }, { "x": 0.75, "y": 0.05032777952621 }, { "x": 0.8, "y": 0.06703222973674 }, { "x": 0.85, "y": 0.08635565152961 }, { "x": 0.9, "y": 0.10813178688196 }, { "x": 0.95, "y": 0.13213074720238 }, { "x": 1, "y": 0.15807757095158 }, { "x": 1.05, "y": 0.18566959246942 }, { "x": 1.1, "y": 0.21459168129158 }, { "x": 1.15, "y": 0.24452890227811 }, { "x": 1.2, "y": 0.27517649891206 }, { "x": 1.25, "y": 0.30624733311406 }, { "x": 1.3, "y": 0.33747705013507 }, { "x": 1.35, "y": 0.36862730189926 }, { "x": 1.4, "y": 0.39948737859919 }, { "x": 1.45, "y": 0.42987458393255 }, { "x": 1.5, "y": 0.45963365720326 }, { "x": 1.55, "y": 0.48863550483685 }, { "x": 1.6, "y": 0.51677546085541 }, { "x": 1.65, "y": 0.5439712543812 }, { "x": 1.7, "y": 0.57016082448472 }, { "x": 1.75, "y": 0.59530008971436 }, { "x": 1.8, "y": 0.61936075174081 }, { "x": 1.85, "y": 0.64232818956099 }, { "x": 1.9, "y": 0.66419948221138 }, { "x": 1.95, "y": 0.68498158339543 }, { "x": 2, "y": 0.70468966025079 }, { "x": 2.05, "y": 0.72334560010539 }, { "x": 2.1, "y": 0.74097668297772 }, { "x": 2.15, "y": 0.7576144133088 }, { "x": 2.2, "y": 0.77329350157926 }, { "x": 2.25, "y": 0.78805098473566 }, { "x": 2.3, "y": 0.80192547345637 }, { "x": 2.35, "y": 0.81495651400993 }, { "x": 2.4, "y": 0.82718405262449 }, { "x": 2.45, "y": 0.83864799075916 }, { "x": 2.5, "y": 0.84938782034179 }, { "x": 2.55, "y": 0.85944232883265 }, { "x": 2.6, "y": 0.86884936482968 }, { "x": 2.65, "y": 0.87764565580564 }, { "x": 2.7, "y": 0.88586667042841 }, { "x": 2.75, "y": 0.8935465187427 }, { "x": 2.8, "y": 0.90071788426969 }, { "x": 2.85, "y": 0.90741198280363 }, { "x": 2.9, "y": 0.91365854334566 }, { "x": 2.95, "y": 0.91948580721556 }, { "x": 3, "y": 0.92492054192175 }, { "x": 3.05, "y": 0.92998806685134 }, { "x": 3.1, "y": 0.93471228826966 }, { "x": 3.15, "y": 0.93911574149493 }, { "x": 3.2, "y": 0.94321963844452 }, { "x": 3.25, "y": 0.94704391903716 }, { "x": 3.3, "y": 0.95060730518637 }, { "x": 3.35, "y": 0.95392735633676 }, { "x": 3.4, "y": 0.95702052568159 }, { "x": 3.45, "y": 0.95990221636025 }, { "x": 3.5, "y": 0.96258683707083 }, { "x": 3.55, "y": 0.96508785664931 }, { "x": 3.6, "y": 0.96741785726558 }, { "x": 3.65, "y": 0.96958858596925 }, { "x": 3.7, "y": 0.97161100438783 }, { "x": 3.75, "y": 0.97349533643815 }, { "x": 3.8, "y": 0.97525111395948 }, { "x": 3.85, "y": 0.9768872202169 }, { "x": 3.9, "y": 0.97841193125531 }, { "x": 3.94999999999999, "y": 0.97983295511078 }, { "x": 3.99999999999999, "y": 0.98115746890685 } ] }, { "id": 452, "curve_id": "E15.1", "sector": "Water", "ci_type": "Water well", "ci_desc": "Wells", "ci_detail": "Anchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.4054651080963842, "sigma": 0.80000000013471784, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.405, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.061733071E-05 }, { "x": 0.1, "y": 0.00035580992115 }, { "x": 0.15, "y": 0.00199955859466 }, { "x": 0.2, "y": 0.00589063969492 }, { "x": 0.25, "y": 0.01255522433896 }, { "x": 0.3, "y": 0.0221206495707 }, { "x": 0.35, "y": 0.0344473980233 }, { "x": 0.4, "y": 0.0492474230848 }, { "x": 0.45, "y": 0.06616640842567 }, { "x": 0.5, "y": 0.0848349334871 }, { "x": 0.55, "y": 0.10489780841755 }, { "x": 0.6, "y": 0.12602932342077 }, { "x": 0.65, "y": 0.14793985169127 }, { "x": 0.7, "y": 0.17037736545053 }, { "x": 0.75, "y": 0.19312610938197 }, { "x": 0.8, "y": 0.21600381085261 }, { "x": 0.85, "y": 0.23885825476437 }, { "x": 0.9, "y": 0.26156370549483 }, { "x": 0.95, "y": 0.28401744503265 }, { "x": 1, "y": 0.30613656640275 }, { "x": 1.05, "y": 0.32785508361679 }, { "x": 1.1, "y": 0.3491213739271 }, { "x": 1.15, "y": 0.36989594268312 }, { "x": 1.2, "y": 0.39014948780405 }, { "x": 1.25, "y": 0.40986123492412 }, { "x": 1.3, "y": 0.42901751261132 }, { "x": 1.35, "y": 0.44761053783245 }, { "x": 1.4, "y": 0.46563738388897 }, { "x": 1.45, "y": 0.4830991056848 }, { "x": 1.5, "y": 0.5 }, { "x": 1.55, "y": 0.51634698119802 }, { "x": 1.6, "y": 0.53214905536748 }, { "x": 1.65, "y": 0.54741687823122 }, { "x": 1.7, "y": 0.56216238422932 }, { "x": 1.75, "y": 0.57639847600173 }, { "x": 1.8, "y": 0.59013876507588 }, { "x": 1.85, "y": 0.60339735592837 }, { "x": 1.9, "y": 0.61618866675954 }, { "x": 1.95, "y": 0.62852728132096 }, { "x": 2, "y": 0.64042782698928 }, { "x": 2.05, "y": 0.65190487500674 }, { "x": 2.1, "y": 0.66297285942656 }, { "x": 2.15, "y": 0.67364601182618 }, { "x": 2.2, "y": 0.683938309297 }, { "x": 2.25, "y": 0.69386343359725 }, { "x": 2.3, "y": 0.70343473967564 }, { "x": 2.35, "y": 0.71266523204546 }, { "x": 2.4, "y": 0.72156754772017 }, { "x": 2.45, "y": 0.73015394461744 }, { "x": 2.5, "y": 0.73843629450517 }, { "x": 2.55, "y": 0.7464260797046 }, { "x": 2.6, "y": 0.7541343928856 }, { "x": 2.65, "y": 0.7615719393915 }, { "x": 2.7, "y": 0.7687490416176 }, { "x": 2.75, "y": 0.77567564504124 }, { "x": 2.8, "y": 0.78236132556417 }, { "x": 2.85, "y": 0.7888152978814 }, { "x": 2.9, "y": 0.79504642463596 }, { "x": 2.95, "y": 0.80106322615783 }, { "x": 3, "y": 0.80687389061803 }, { "x": 3.05, "y": 0.81248628445694 }, { "x": 3.1, "y": 0.8179079629695 }, { "x": 3.15, "y": 0.82314618095035 }, { "x": 3.2, "y": 0.82820790331901 }, { "x": 3.25, "y": 0.83309981565964 }, { "x": 3.3, "y": 0.83782833462257 }, { "x": 3.35, "y": 0.84239961814496 }, { "x": 3.4, "y": 0.84681957545687 }, { "x": 3.45, "y": 0.8510938768466 }, { "x": 3.5, "y": 0.85522796316532 }, { "x": 3.55, "y": 0.85922705505636 }, { "x": 3.6, "y": 0.86309616189885 }, { "x": 3.65, "y": 0.86684009045943 }, { "x": 3.7, "y": 0.87046345324835 }, { "x": 3.75, "y": 0.87397067657923 }, { "x": 3.8, "y": 0.87736600833374 }, { "x": 3.85, "y": 0.88065352543397 }, { "x": 3.9, "y": 0.88383714102709 }, { "x": 3.94999999999999, "y": 0.88692061138747 }, { "x": 3.99999999999999, "y": 0.88990754254279 } ] }, { "id": 453, "curve_id": "E17.1", "sector": "Water", "ci_type": "Others", "ci_desc": "Small pumping plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.4054651080963842, "sigma": 0.80000000013471784, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.405, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.061733071E-05 }, { "x": 0.1, "y": 0.00035580992115 }, { "x": 0.15, "y": 0.00199955859466 }, { "x": 0.2, "y": 0.00589063969492 }, { "x": 0.25, "y": 0.01255522433896 }, { "x": 0.3, "y": 0.0221206495707 }, { "x": 0.35, "y": 0.0344473980233 }, { "x": 0.4, "y": 0.0492474230848 }, { "x": 0.45, "y": 0.06616640842567 }, { "x": 0.5, "y": 0.0848349334871 }, { "x": 0.55, "y": 0.10489780841755 }, { "x": 0.6, "y": 0.12602932342077 }, { "x": 0.65, "y": 0.14793985169127 }, { "x": 0.7, "y": 0.17037736545053 }, { "x": 0.75, "y": 0.19312610938197 }, { "x": 0.8, "y": 0.21600381085261 }, { "x": 0.85, "y": 0.23885825476437 }, { "x": 0.9, "y": 0.26156370549483 }, { "x": 0.95, "y": 0.28401744503265 }, { "x": 1, "y": 0.30613656640275 }, { "x": 1.05, "y": 0.32785508361679 }, { "x": 1.1, "y": 0.3491213739271 }, { "x": 1.15, "y": 0.36989594268312 }, { "x": 1.2, "y": 0.39014948780405 }, { "x": 1.25, "y": 0.40986123492412 }, { "x": 1.3, "y": 0.42901751261132 }, { "x": 1.35, "y": 0.44761053783245 }, { "x": 1.4, "y": 0.46563738388897 }, { "x": 1.45, "y": 0.4830991056848 }, { "x": 1.5, "y": 0.5 }, { "x": 1.55, "y": 0.51634698119802 }, { "x": 1.6, "y": 0.53214905536748 }, { "x": 1.65, "y": 0.54741687823122 }, { "x": 1.7, "y": 0.56216238422932 }, { "x": 1.75, "y": 0.57639847600173 }, { "x": 1.8, "y": 0.59013876507588 }, { "x": 1.85, "y": 0.60339735592837 }, { "x": 1.9, "y": 0.61618866675954 }, { "x": 1.95, "y": 0.62852728132096 }, { "x": 2, "y": 0.64042782698928 }, { "x": 2.05, "y": 0.65190487500674 }, { "x": 2.1, "y": 0.66297285942656 }, { "x": 2.15, "y": 0.67364601182618 }, { "x": 2.2, "y": 0.683938309297 }, { "x": 2.25, "y": 0.69386343359725 }, { "x": 2.3, "y": 0.70343473967564 }, { "x": 2.35, "y": 0.71266523204546 }, { "x": 2.4, "y": 0.72156754772017 }, { "x": 2.45, "y": 0.73015394461744 }, { "x": 2.5, "y": 0.73843629450517 }, { "x": 2.55, "y": 0.7464260797046 }, { "x": 2.6, "y": 0.7541343928856 }, { "x": 2.65, "y": 0.7615719393915 }, { "x": 2.7, "y": 0.7687490416176 }, { "x": 2.75, "y": 0.77567564504124 }, { "x": 2.8, "y": 0.78236132556417 }, { "x": 2.85, "y": 0.7888152978814 }, { "x": 2.9, "y": 0.79504642463596 }, { "x": 2.95, "y": 0.80106322615783 }, { "x": 3, "y": 0.80687389061803 }, { "x": 3.05, "y": 0.81248628445694 }, { "x": 3.1, "y": 0.8179079629695 }, { "x": 3.15, "y": 0.82314618095035 }, { "x": 3.2, "y": 0.82820790331901 }, { "x": 3.25, "y": 0.83309981565964 }, { "x": 3.3, "y": 0.83782833462257 }, { "x": 3.35, "y": 0.84239961814496 }, { "x": 3.4, "y": 0.84681957545687 }, { "x": 3.45, "y": 0.8510938768466 }, { "x": 3.5, "y": 0.85522796316532 }, { "x": 3.55, "y": 0.85922705505636 }, { "x": 3.6, "y": 0.86309616189885 }, { "x": 3.65, "y": 0.86684009045943 }, { "x": 3.7, "y": 0.87046345324835 }, { "x": 3.75, "y": 0.87397067657923 }, { "x": 3.8, "y": 0.87736600833374 }, { "x": 3.85, "y": 0.88065352543397 }, { "x": 3.9, "y": 0.88383714102709 }, { "x": 3.94999999999999, "y": 0.88692061138747 }, { "x": 3.99999999999999, "y": 0.88990754254279 } ] }, { "id": 454, "curve_id": "E17.2", "sector": "Water", "ci_type": "Others", "ci_desc": "Small pumping plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.4054651080963842, "sigma": 0.80000000013471784, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.405, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.061733071E-05 }, { "x": 0.1, "y": 0.00035580992115 }, { "x": 0.15, "y": 0.00199955859466 }, { "x": 0.2, "y": 0.00589063969492 }, { "x": 0.25, "y": 0.01255522433896 }, { "x": 0.3, "y": 0.0221206495707 }, { "x": 0.35, "y": 0.0344473980233 }, { "x": 0.4, "y": 0.0492474230848 }, { "x": 0.45, "y": 0.06616640842567 }, { "x": 0.5, "y": 0.0848349334871 }, { "x": 0.55, "y": 0.10489780841755 }, { "x": 0.6, "y": 0.12602932342077 }, { "x": 0.65, "y": 0.14793985169127 }, { "x": 0.7, "y": 0.17037736545053 }, { "x": 0.75, "y": 0.19312610938197 }, { "x": 0.8, "y": 0.21600381085261 }, { "x": 0.85, "y": 0.23885825476437 }, { "x": 0.9, "y": 0.26156370549483 }, { "x": 0.95, "y": 0.28401744503265 }, { "x": 1, "y": 0.30613656640275 }, { "x": 1.05, "y": 0.32785508361679 }, { "x": 1.1, "y": 0.3491213739271 }, { "x": 1.15, "y": 0.36989594268312 }, { "x": 1.2, "y": 0.39014948780405 }, { "x": 1.25, "y": 0.40986123492412 }, { "x": 1.3, "y": 0.42901751261132 }, { "x": 1.35, "y": 0.44761053783245 }, { "x": 1.4, "y": 0.46563738388897 }, { "x": 1.45, "y": 0.4830991056848 }, { "x": 1.5, "y": 0.5 }, { "x": 1.55, "y": 0.51634698119802 }, { "x": 1.6, "y": 0.53214905536748 }, { "x": 1.65, "y": 0.54741687823122 }, { "x": 1.7, "y": 0.56216238422932 }, { "x": 1.75, "y": 0.57639847600173 }, { "x": 1.8, "y": 0.59013876507588 }, { "x": 1.85, "y": 0.60339735592837 }, { "x": 1.9, "y": 0.61618866675954 }, { "x": 1.95, "y": 0.62852728132096 }, { "x": 2, "y": 0.64042782698928 }, { "x": 2.05, "y": 0.65190487500674 }, { "x": 2.1, "y": 0.66297285942656 }, { "x": 2.15, "y": 0.67364601182618 }, { "x": 2.2, "y": 0.683938309297 }, { "x": 2.25, "y": 0.69386343359725 }, { "x": 2.3, "y": 0.70343473967564 }, { "x": 2.35, "y": 0.71266523204546 }, { "x": 2.4, "y": 0.72156754772017 }, { "x": 2.45, "y": 0.73015394461744 }, { "x": 2.5, "y": 0.73843629450517 }, { "x": 2.55, "y": 0.7464260797046 }, { "x": 2.6, "y": 0.7541343928856 }, { "x": 2.65, "y": 0.7615719393915 }, { "x": 2.7, "y": 0.7687490416176 }, { "x": 2.75, "y": 0.77567564504124 }, { "x": 2.8, "y": 0.78236132556417 }, { "x": 2.85, "y": 0.7888152978814 }, { "x": 2.9, "y": 0.79504642463596 }, { "x": 2.95, "y": 0.80106322615783 }, { "x": 3, "y": 0.80687389061803 }, { "x": 3.05, "y": 0.81248628445694 }, { "x": 3.1, "y": 0.8179079629695 }, { "x": 3.15, "y": 0.82314618095035 }, { "x": 3.2, "y": 0.82820790331901 }, { "x": 3.25, "y": 0.83309981565964 }, { "x": 3.3, "y": 0.83782833462257 }, { "x": 3.35, "y": 0.84239961814496 }, { "x": 3.4, "y": 0.84681957545687 }, { "x": 3.45, "y": 0.8510938768466 }, { "x": 3.5, "y": 0.85522796316532 }, { "x": 3.55, "y": 0.85922705505636 }, { "x": 3.6, "y": 0.86309616189885 }, { "x": 3.65, "y": 0.86684009045943 }, { "x": 3.7, "y": 0.87046345324835 }, { "x": 3.75, "y": 0.87397067657923 }, { "x": 3.8, "y": 0.87736600833374 }, { "x": 3.85, "y": 0.88065352543397 }, { "x": 3.9, "y": 0.88383714102709 }, { "x": 3.94999999999999, "y": 0.88692061138747 }, { "x": 3.99999999999999, "y": 0.88990754254279 } ] }, { "id": 455, "curve_id": "E17.3", "sector": "Water", "ci_type": "Others", "ci_desc": "Medium/large pumping plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.4054651080963842, "sigma": 0.80000000013471784, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.405, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.061733071E-05 }, { "x": 0.1, "y": 0.00035580992115 }, { "x": 0.15, "y": 0.00199955859466 }, { "x": 0.2, "y": 0.00589063969492 }, { "x": 0.25, "y": 0.01255522433896 }, { "x": 0.3, "y": 0.0221206495707 }, { "x": 0.35, "y": 0.0344473980233 }, { "x": 0.4, "y": 0.0492474230848 }, { "x": 0.45, "y": 0.06616640842567 }, { "x": 0.5, "y": 0.0848349334871 }, { "x": 0.55, "y": 0.10489780841755 }, { "x": 0.6, "y": 0.12602932342077 }, { "x": 0.65, "y": 0.14793985169127 }, { "x": 0.7, "y": 0.17037736545053 }, { "x": 0.75, "y": 0.19312610938197 }, { "x": 0.8, "y": 0.21600381085261 }, { "x": 0.85, "y": 0.23885825476437 }, { "x": 0.9, "y": 0.26156370549483 }, { "x": 0.95, "y": 0.28401744503265 }, { "x": 1, "y": 0.30613656640275 }, { "x": 1.05, "y": 0.32785508361679 }, { "x": 1.1, "y": 0.3491213739271 }, { "x": 1.15, "y": 0.36989594268312 }, { "x": 1.2, "y": 0.39014948780405 }, { "x": 1.25, "y": 0.40986123492412 }, { "x": 1.3, "y": 0.42901751261132 }, { "x": 1.35, "y": 0.44761053783245 }, { "x": 1.4, "y": 0.46563738388897 }, { "x": 1.45, "y": 0.4830991056848 }, { "x": 1.5, "y": 0.5 }, { "x": 1.55, "y": 0.51634698119802 }, { "x": 1.6, "y": 0.53214905536748 }, { "x": 1.65, "y": 0.54741687823122 }, { "x": 1.7, "y": 0.56216238422932 }, { "x": 1.75, "y": 0.57639847600173 }, { "x": 1.8, "y": 0.59013876507588 }, { "x": 1.85, "y": 0.60339735592837 }, { "x": 1.9, "y": 0.61618866675954 }, { "x": 1.95, "y": 0.62852728132096 }, { "x": 2, "y": 0.64042782698928 }, { "x": 2.05, "y": 0.65190487500674 }, { "x": 2.1, "y": 0.66297285942656 }, { "x": 2.15, "y": 0.67364601182618 }, { "x": 2.2, "y": 0.683938309297 }, { "x": 2.25, "y": 0.69386343359725 }, { "x": 2.3, "y": 0.70343473967564 }, { "x": 2.35, "y": 0.71266523204546 }, { "x": 2.4, "y": 0.72156754772017 }, { "x": 2.45, "y": 0.73015394461744 }, { "x": 2.5, "y": 0.73843629450517 }, { "x": 2.55, "y": 0.7464260797046 }, { "x": 2.6, "y": 0.7541343928856 }, { "x": 2.65, "y": 0.7615719393915 }, { "x": 2.7, "y": 0.7687490416176 }, { "x": 2.75, "y": 0.77567564504124 }, { "x": 2.8, "y": 0.78236132556417 }, { "x": 2.85, "y": 0.7888152978814 }, { "x": 2.9, "y": 0.79504642463596 }, { "x": 2.95, "y": 0.80106322615783 }, { "x": 3, "y": 0.80687389061803 }, { "x": 3.05, "y": 0.81248628445694 }, { "x": 3.1, "y": 0.8179079629695 }, { "x": 3.15, "y": 0.82314618095035 }, { "x": 3.2, "y": 0.82820790331901 }, { "x": 3.25, "y": 0.83309981565964 }, { "x": 3.3, "y": 0.83782833462257 }, { "x": 3.35, "y": 0.84239961814496 }, { "x": 3.4, "y": 0.84681957545687 }, { "x": 3.45, "y": 0.8510938768466 }, { "x": 3.5, "y": 0.85522796316532 }, { "x": 3.55, "y": 0.85922705505636 }, { "x": 3.6, "y": 0.86309616189885 }, { "x": 3.65, "y": 0.86684009045943 }, { "x": 3.7, "y": 0.87046345324835 }, { "x": 3.75, "y": 0.87397067657923 }, { "x": 3.8, "y": 0.87736600833374 }, { "x": 3.85, "y": 0.88065352543397 }, { "x": 3.9, "y": 0.88383714102709 }, { "x": 3.94999999999999, "y": 0.88692061138747 }, { "x": 3.99999999999999, "y": 0.88990754254279 } ] }, { "id": 456, "curve_id": "E17.4", "sector": "Water", "ci_type": "Others", "ci_desc": "Medium/large pumping plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.4054651080963842, "sigma": 0.80000000013471784, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.405, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.061733071E-05 }, { "x": 0.1, "y": 0.00035580992115 }, { "x": 0.15, "y": 0.00199955859466 }, { "x": 0.2, "y": 0.00589063969492 }, { "x": 0.25, "y": 0.01255522433896 }, { "x": 0.3, "y": 0.0221206495707 }, { "x": 0.35, "y": 0.0344473980233 }, { "x": 0.4, "y": 0.0492474230848 }, { "x": 0.45, "y": 0.06616640842567 }, { "x": 0.5, "y": 0.0848349334871 }, { "x": 0.55, "y": 0.10489780841755 }, { "x": 0.6, "y": 0.12602932342077 }, { "x": 0.65, "y": 0.14793985169127 }, { "x": 0.7, "y": 0.17037736545053 }, { "x": 0.75, "y": 0.19312610938197 }, { "x": 0.8, "y": 0.21600381085261 }, { "x": 0.85, "y": 0.23885825476437 }, { "x": 0.9, "y": 0.26156370549483 }, { "x": 0.95, "y": 0.28401744503265 }, { "x": 1, "y": 0.30613656640275 }, { "x": 1.05, "y": 0.32785508361679 }, { "x": 1.1, "y": 0.3491213739271 }, { "x": 1.15, "y": 0.36989594268312 }, { "x": 1.2, "y": 0.39014948780405 }, { "x": 1.25, "y": 0.40986123492412 }, { "x": 1.3, "y": 0.42901751261132 }, { "x": 1.35, "y": 0.44761053783245 }, { "x": 1.4, "y": 0.46563738388897 }, { "x": 1.45, "y": 0.4830991056848 }, { "x": 1.5, "y": 0.5 }, { "x": 1.55, "y": 0.51634698119802 }, { "x": 1.6, "y": 0.53214905536748 }, { "x": 1.65, "y": 0.54741687823122 }, { "x": 1.7, "y": 0.56216238422932 }, { "x": 1.75, "y": 0.57639847600173 }, { "x": 1.8, "y": 0.59013876507588 }, { "x": 1.85, "y": 0.60339735592837 }, { "x": 1.9, "y": 0.61618866675954 }, { "x": 1.95, "y": 0.62852728132096 }, { "x": 2, "y": 0.64042782698928 }, { "x": 2.05, "y": 0.65190487500674 }, { "x": 2.1, "y": 0.66297285942656 }, { "x": 2.15, "y": 0.67364601182618 }, { "x": 2.2, "y": 0.683938309297 }, { "x": 2.25, "y": 0.69386343359725 }, { "x": 2.3, "y": 0.70343473967564 }, { "x": 2.35, "y": 0.71266523204546 }, { "x": 2.4, "y": 0.72156754772017 }, { "x": 2.45, "y": 0.73015394461744 }, { "x": 2.5, "y": 0.73843629450517 }, { "x": 2.55, "y": 0.7464260797046 }, { "x": 2.6, "y": 0.7541343928856 }, { "x": 2.65, "y": 0.7615719393915 }, { "x": 2.7, "y": 0.7687490416176 }, { "x": 2.75, "y": 0.77567564504124 }, { "x": 2.8, "y": 0.78236132556417 }, { "x": 2.85, "y": 0.7888152978814 }, { "x": 2.9, "y": 0.79504642463596 }, { "x": 2.95, "y": 0.80106322615783 }, { "x": 3, "y": 0.80687389061803 }, { "x": 3.05, "y": 0.81248628445694 }, { "x": 3.1, "y": 0.8179079629695 }, { "x": 3.15, "y": 0.82314618095035 }, { "x": 3.2, "y": 0.82820790331901 }, { "x": 3.25, "y": 0.83309981565964 }, { "x": 3.3, "y": 0.83782833462257 }, { "x": 3.35, "y": 0.84239961814496 }, { "x": 3.4, "y": 0.84681957545687 }, { "x": 3.45, "y": 0.8510938768466 }, { "x": 3.5, "y": 0.85522796316532 }, { "x": 3.55, "y": 0.85922705505636 }, { "x": 3.6, "y": 0.86309616189885 }, { "x": 3.65, "y": 0.86684009045943 }, { "x": 3.7, "y": 0.87046345324835 }, { "x": 3.75, "y": 0.87397067657923 }, { "x": 3.8, "y": 0.87736600833374 }, { "x": 3.85, "y": 0.88065352543397 }, { "x": 3.9, "y": 0.88383714102709 }, { "x": 3.94999999999999, "y": 0.88692061138747 }, { "x": 3.99999999999999, "y": 0.88990754254279 } ] }, { "id": 457, "curve_id": "E18.1", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Small wastewater treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": -0.22314355133202, "sigma": 0.55000000006076077, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.223, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.3146755E-07 }, { "x": 0.1, "y": 7.816173041E-05 }, { "x": 0.15, "y": 0.00116885385929 }, { "x": 0.2, "y": 0.00585882585765 }, { "x": 0.25, "y": 0.0172226605441 }, { "x": 0.3, "y": 0.03726663265642 }, { "x": 0.35, "y": 0.06641282389865 }, { "x": 0.4, "y": 0.1037864217514 }, { "x": 0.45, "y": 0.14775359472499 }, { "x": 0.5, "y": 0.19639959041779 }, { "x": 0.55, "y": 0.24785323585115 }, { "x": 0.6, "y": 0.30046683686662 }, { "x": 0.65, "y": 0.35289132934173 }, { "x": 0.7, "y": 0.4040862298103 }, { "x": 0.75, "y": 0.45329421848169 }, { "x": 0.8, "y": 0.5 }, { "x": 0.85, "y": 0.54388516057161 }, { "x": 0.9, "y": 0.58478533686519 }, { "x": 0.95, "y": 0.62265262625756 }, { "x": 1, "y": 0.65752419151688 }, { "x": 1.05, "y": 0.68949694696376 }, { "x": 1.1, "y": 0.71870770211296 }, { "x": 1.15, "y": 0.74531794828559 }, { "x": 1.2, "y": 0.76950245681495 }, { "x": 1.25, "y": 0.79144092611027 }, { "x": 1.3, "y": 0.8113120183277 }, { "x": 1.35, "y": 0.82928923711458 }, { "x": 1.4, "y": 0.84553820193005 }, { "x": 1.45, "y": 0.86021496576235 }, { "x": 1.5, "y": 0.87346509993756 }, { "x": 1.55, "y": 0.88542333264006 }, { "x": 1.6, "y": 0.8962135782486 }, { "x": 1.65, "y": 0.90594923448219 }, { "x": 1.7, "y": 0.91473365549222 }, { "x": 1.75, "y": 0.92266073310704 }, { "x": 1.8, "y": 0.92981553687571 }, { "x": 1.85, "y": 0.93627497756938 }, { "x": 1.9, "y": 0.94210846936228 }, { "x": 1.95, "y": 0.94737857380996 }, { "x": 2, "y": 0.95214161459278 }, { "x": 2.05, "y": 0.95644825628046 }, { "x": 2.1, "y": 0.96034404347831 }, { "x": 2.15, "y": 0.96386989892778 }, { "x": 2.2, "y": 0.96706258067787 }, { "x": 2.25, "y": 0.96995509949131 }, { "x": 2.3, "y": 0.97257709833001 }, { "x": 2.35, "y": 0.97495519617764 }, { "x": 2.4, "y": 0.9771132986774 }, { "x": 2.45, "y": 0.97907287814636 }, { "x": 2.5, "y": 0.98085322551555 }, { "x": 2.55, "y": 0.98247167666861 }, { "x": 2.6, "y": 0.98394381553367 }, { "x": 2.65, "y": 0.98528365613985 }, { "x": 2.7, "y": 0.98650380569392 }, { "x": 2.75, "y": 0.98761561057114 }, { "x": 2.8, "y": 0.98862928695489 }, { "x": 2.85, "y": 0.98955403770498 }, { "x": 2.9, "y": 0.99039815688725 }, { "x": 2.95, "y": 0.99116912325946 }, { "x": 3, "y": 0.9918736838803 }, { "x": 3.05, "y": 0.99251792889064 }, { "x": 3.1, "y": 0.99310735840827 }, { "x": 3.15, "y": 0.99364694237952 }, { "x": 3.2, "y": 0.99414117414235 }, { "x": 3.25, "y": 0.99459411837523 }, { "x": 3.3, "y": 0.99500945403405 }, { "x": 3.35, "y": 0.99539051281472 }, { "x": 3.4, "y": 0.99574031362065 }, { "x": 3.45, "y": 0.99606159346293 }, { "x": 3.5, "y": 0.99635683517394 }, { "x": 3.55, "y": 0.99662829227444 }, { "x": 3.6, "y": 0.99687801129647 }, { "x": 3.65, "y": 0.99710785183226 }, { "x": 3.7, "y": 0.99731950454923 }, { "x": 3.75, "y": 0.99751450738574 }, { "x": 3.8, "y": 0.99769426011849 }, { "x": 3.85, "y": 0.99786003747209 }, { "x": 3.9, "y": 0.99801300092285 }, { "x": 3.94999999999999, "y": 0.99815420933226 }, { "x": 3.99999999999999, "y": 0.99828462853145 } ] }, { "id": 458, "curve_id": "E18.2", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Small wastewater treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": -0.22314355133202, "sigma": 0.55000000006076077, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.223, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.3146755E-07 }, { "x": 0.1, "y": 7.816173041E-05 }, { "x": 0.15, "y": 0.00116885385929 }, { "x": 0.2, "y": 0.00585882585765 }, { "x": 0.25, "y": 0.0172226605441 }, { "x": 0.3, "y": 0.03726663265642 }, { "x": 0.35, "y": 0.06641282389865 }, { "x": 0.4, "y": 0.1037864217514 }, { "x": 0.45, "y": 0.14775359472499 }, { "x": 0.5, "y": 0.19639959041779 }, { "x": 0.55, "y": 0.24785323585115 }, { "x": 0.6, "y": 0.30046683686662 }, { "x": 0.65, "y": 0.35289132934173 }, { "x": 0.7, "y": 0.4040862298103 }, { "x": 0.75, "y": 0.45329421848169 }, { "x": 0.8, "y": 0.5 }, { "x": 0.85, "y": 0.54388516057161 }, { "x": 0.9, "y": 0.58478533686519 }, { "x": 0.95, "y": 0.62265262625756 }, { "x": 1, "y": 0.65752419151688 }, { "x": 1.05, "y": 0.68949694696376 }, { "x": 1.1, "y": 0.71870770211296 }, { "x": 1.15, "y": 0.74531794828559 }, { "x": 1.2, "y": 0.76950245681495 }, { "x": 1.25, "y": 0.79144092611027 }, { "x": 1.3, "y": 0.8113120183277 }, { "x": 1.35, "y": 0.82928923711458 }, { "x": 1.4, "y": 0.84553820193005 }, { "x": 1.45, "y": 0.86021496576235 }, { "x": 1.5, "y": 0.87346509993756 }, { "x": 1.55, "y": 0.88542333264006 }, { "x": 1.6, "y": 0.8962135782486 }, { "x": 1.65, "y": 0.90594923448219 }, { "x": 1.7, "y": 0.91473365549222 }, { "x": 1.75, "y": 0.92266073310704 }, { "x": 1.8, "y": 0.92981553687571 }, { "x": 1.85, "y": 0.93627497756938 }, { "x": 1.9, "y": 0.94210846936228 }, { "x": 1.95, "y": 0.94737857380996 }, { "x": 2, "y": 0.95214161459278 }, { "x": 2.05, "y": 0.95644825628046 }, { "x": 2.1, "y": 0.96034404347831 }, { "x": 2.15, "y": 0.96386989892778 }, { "x": 2.2, "y": 0.96706258067787 }, { "x": 2.25, "y": 0.96995509949131 }, { "x": 2.3, "y": 0.97257709833001 }, { "x": 2.35, "y": 0.97495519617764 }, { "x": 2.4, "y": 0.9771132986774 }, { "x": 2.45, "y": 0.97907287814636 }, { "x": 2.5, "y": 0.98085322551555 }, { "x": 2.55, "y": 0.98247167666861 }, { "x": 2.6, "y": 0.98394381553367 }, { "x": 2.65, "y": 0.98528365613985 }, { "x": 2.7, "y": 0.98650380569392 }, { "x": 2.75, "y": 0.98761561057114 }, { "x": 2.8, "y": 0.98862928695489 }, { "x": 2.85, "y": 0.98955403770498 }, { "x": 2.9, "y": 0.99039815688725 }, { "x": 2.95, "y": 0.99116912325946 }, { "x": 3, "y": 0.9918736838803 }, { "x": 3.05, "y": 0.99251792889064 }, { "x": 3.1, "y": 0.99310735840827 }, { "x": 3.15, "y": 0.99364694237952 }, { "x": 3.2, "y": 0.99414117414235 }, { "x": 3.25, "y": 0.99459411837523 }, { "x": 3.3, "y": 0.99500945403405 }, { "x": 3.35, "y": 0.99539051281472 }, { "x": 3.4, "y": 0.99574031362065 }, { "x": 3.45, "y": 0.99606159346293 }, { "x": 3.5, "y": 0.99635683517394 }, { "x": 3.55, "y": 0.99662829227444 }, { "x": 3.6, "y": 0.99687801129647 }, { "x": 3.65, "y": 0.99710785183226 }, { "x": 3.7, "y": 0.99731950454923 }, { "x": 3.75, "y": 0.99751450738574 }, { "x": 3.8, "y": 0.99769426011849 }, { "x": 3.85, "y": 0.99786003747209 }, { "x": 3.9, "y": 0.99801300092285 }, { "x": 3.94999999999999, "y": 0.99815420933226 }, { "x": 3.99999999999999, "y": 0.99828462853145 } ] }, { "id": 459, "curve_id": "E18.3", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Medium waste water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.20701416938224029, "sigma": 0.55000000002822313, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.207, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.887E-09 }, { "x": 0.1, "y": 2.52249928E-06 }, { "x": 0.15, "y": 6.52009148E-05 }, { "x": 0.2, "y": 0.00047889606347 }, { "x": 0.25, "y": 0.00188420156162 }, { "x": 0.3, "y": 0.00515238778873 }, { "x": 0.35, "y": 0.01115181475801 }, { "x": 0.4, "y": 0.02055729536034 }, { "x": 0.45, "y": 0.03375815223327 }, { "x": 0.5, "y": 0.05085107922266 }, { "x": 0.55, "y": 0.07168366074548 }, { "x": 0.6, "y": 0.09591863078441 }, { "x": 0.65, "y": 0.1230995238343 }, { "x": 0.7, "y": 0.15270771267806 }, { "x": 0.75, "y": 0.18420711744439 }, { "x": 0.8, "y": 0.21707644991865 }, { "x": 0.85, "y": 0.25083056842135 }, { "x": 0.9, "y": 0.28503311088746 }, { "x": 0.95, "y": 0.31930257146208 }, { "x": 1, "y": 0.35331371301389 }, { "x": 1.05, "y": 0.38679584677897 }, { "x": 1.1, "y": 0.41952915381125 }, { "x": 1.15, "y": 0.45133991186613 }, { "x": 1.2, "y": 0.48209523838514 }, { "x": 1.25, "y": 0.51169776399446 }, { "x": 1.3, "y": 0.54008050400943 }, { "x": 1.35, "y": 0.5672020887326 }, { "x": 1.4, "y": 0.59304243803723 }, { "x": 1.45, "y": 0.61759891420304 }, { "x": 1.5, "y": 0.64088295298383 }, { "x": 1.55, "y": 0.66291715155096 }, { "x": 1.6, "y": 0.68373277954912 }, { "x": 1.65, "y": 0.70336767324522 }, { "x": 1.7, "y": 0.72186447061979 }, { "x": 1.75, "y": 0.73926914578301 }, { "x": 1.8, "y": 0.75562980326529 }, { "x": 1.85, "y": 0.77099569581931 }, { "x": 1.9, "y": 0.78541643289346 }, { "x": 1.95, "y": 0.7989413505742 }, { "x": 2, "y": 0.81161901734536 }, { "x": 2.05, "y": 0.82349685335213 }, { "x": 2.1, "y": 0.83462084392206 }, { "x": 2.15, "y": 0.84503533085434 }, { "x": 2.2, "y": 0.85478286743866 }, { "x": 2.25, "y": 0.86390412531581 }, { "x": 2.3, "y": 0.87243784316407 }, { "x": 2.35, "y": 0.88042080881262 }, { "x": 2.4, "y": 0.88788786777104 }, { "x": 2.45, "y": 0.89487195234969 }, { "x": 2.5, "y": 0.90140412655291 }, { "x": 2.55, "y": 0.90751364277998 }, { "x": 2.6, "y": 0.91322800708773 }, { "x": 2.65, "y": 0.91857305037263 }, { "x": 2.7, "y": 0.92357300333611 }, { "x": 2.75, "y": 0.92825057351897 }, { "x": 2.8, "y": 0.93262702304157 }, { "x": 2.85, "y": 0.93672224597766 }, { "x": 2.9, "y": 0.94055484452974 }, { "x": 2.95, "y": 0.94414220337164 }, { "x": 3, "y": 0.9475005616857 }, { "x": 3.05, "y": 0.95064508255403 }, { "x": 3.1, "y": 0.95358991947007 }, { "x": 3.15, "y": 0.95634827982306 }, { "x": 3.2, "y": 0.95893248527673 }, { "x": 3.25, "y": 0.96135402901816 }, { "x": 3.3, "y": 0.9636236298957 }, { "x": 3.35, "y": 0.96575128349764 }, { "x": 3.4, "y": 0.96774631024859 }, { "x": 3.45, "y": 0.96961740061919 }, { "x": 3.5, "y": 0.9713726575579 }, { "x": 3.55, "y": 0.97301963626276 }, { "x": 3.6, "y": 0.97456538141662 }, { "x": 3.65, "y": 0.97601646201219 }, { "x": 3.7, "y": 0.97737900389386 }, { "x": 3.75, "y": 0.9786587201424 }, { "x": 3.8, "y": 0.97986093942623 }, { "x": 3.85, "y": 0.98099063243966 }, { "x": 3.9, "y": 0.98205243654465 }, { "x": 3.94999999999999, "y": 0.98305067872792 }, { "x": 3.99999999999999, "y": 0.98398939698039 } ] }, { "id": 460, "curve_id": "E18.4", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Medium waste water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.20701416938224029, "sigma": 0.55000000002822313, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.207, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.887E-09 }, { "x": 0.1, "y": 2.52249928E-06 }, { "x": 0.15, "y": 6.52009148E-05 }, { "x": 0.2, "y": 0.00047889606347 }, { "x": 0.25, "y": 0.00188420156162 }, { "x": 0.3, "y": 0.00515238778873 }, { "x": 0.35, "y": 0.01115181475801 }, { "x": 0.4, "y": 0.02055729536034 }, { "x": 0.45, "y": 0.03375815223327 }, { "x": 0.5, "y": 0.05085107922266 }, { "x": 0.55, "y": 0.07168366074548 }, { "x": 0.6, "y": 0.09591863078441 }, { "x": 0.65, "y": 0.1230995238343 }, { "x": 0.7, "y": 0.15270771267806 }, { "x": 0.75, "y": 0.18420711744439 }, { "x": 0.8, "y": 0.21707644991865 }, { "x": 0.85, "y": 0.25083056842135 }, { "x": 0.9, "y": 0.28503311088746 }, { "x": 0.95, "y": 0.31930257146208 }, { "x": 1, "y": 0.35331371301389 }, { "x": 1.05, "y": 0.38679584677897 }, { "x": 1.1, "y": 0.41952915381125 }, { "x": 1.15, "y": 0.45133991186613 }, { "x": 1.2, "y": 0.48209523838514 }, { "x": 1.25, "y": 0.51169776399446 }, { "x": 1.3, "y": 0.54008050400943 }, { "x": 1.35, "y": 0.5672020887326 }, { "x": 1.4, "y": 0.59304243803723 }, { "x": 1.45, "y": 0.61759891420304 }, { "x": 1.5, "y": 0.64088295298383 }, { "x": 1.55, "y": 0.66291715155096 }, { "x": 1.6, "y": 0.68373277954912 }, { "x": 1.65, "y": 0.70336767324522 }, { "x": 1.7, "y": 0.72186447061979 }, { "x": 1.75, "y": 0.73926914578301 }, { "x": 1.8, "y": 0.75562980326529 }, { "x": 1.85, "y": 0.77099569581931 }, { "x": 1.9, "y": 0.78541643289346 }, { "x": 1.95, "y": 0.7989413505742 }, { "x": 2, "y": 0.81161901734536 }, { "x": 2.05, "y": 0.82349685335213 }, { "x": 2.1, "y": 0.83462084392206 }, { "x": 2.15, "y": 0.84503533085434 }, { "x": 2.2, "y": 0.85478286743866 }, { "x": 2.25, "y": 0.86390412531581 }, { "x": 2.3, "y": 0.87243784316407 }, { "x": 2.35, "y": 0.88042080881262 }, { "x": 2.4, "y": 0.88788786777104 }, { "x": 2.45, "y": 0.89487195234969 }, { "x": 2.5, "y": 0.90140412655291 }, { "x": 2.55, "y": 0.90751364277998 }, { "x": 2.6, "y": 0.91322800708773 }, { "x": 2.65, "y": 0.91857305037263 }, { "x": 2.7, "y": 0.92357300333611 }, { "x": 2.75, "y": 0.92825057351897 }, { "x": 2.8, "y": 0.93262702304157 }, { "x": 2.85, "y": 0.93672224597766 }, { "x": 2.9, "y": 0.94055484452974 }, { "x": 2.95, "y": 0.94414220337164 }, { "x": 3, "y": 0.9475005616857 }, { "x": 3.05, "y": 0.95064508255403 }, { "x": 3.1, "y": 0.95358991947007 }, { "x": 3.15, "y": 0.95634827982306 }, { "x": 3.2, "y": 0.95893248527673 }, { "x": 3.25, "y": 0.96135402901816 }, { "x": 3.3, "y": 0.9636236298957 }, { "x": 3.35, "y": 0.96575128349764 }, { "x": 3.4, "y": 0.96774631024859 }, { "x": 3.45, "y": 0.96961740061919 }, { "x": 3.5, "y": 0.9713726575579 }, { "x": 3.55, "y": 0.97301963626276 }, { "x": 3.6, "y": 0.97456538141662 }, { "x": 3.65, "y": 0.97601646201219 }, { "x": 3.7, "y": 0.97737900389386 }, { "x": 3.75, "y": 0.9786587201424 }, { "x": 3.8, "y": 0.97986093942623 }, { "x": 3.85, "y": 0.98099063243966 }, { "x": 3.9, "y": 0.98205243654465 }, { "x": 3.94999999999999, "y": 0.98305067872792 }, { "x": 3.99999999999999, "y": 0.98398939698039 } ] }, { "id": 461, "curve_id": "E18.5", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Large wastewater treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.40546510810808917, "sigma": 0.40000000000048586, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.405, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 6.43E-12 }, { "x": 0.15, "y": 4.29474E-09 }, { "x": 0.2, "y": 2.3612458E-07 }, { "x": 0.25, "y": 3.74268064E-06 }, { "x": 0.3, "y": 2.865825092E-05 }, { "x": 0.35, "y": 0.00013726545983 }, { "x": 0.4, "y": 0.00047591728031 }, { "x": 0.45, "y": 0.00130653087655 }, { "x": 0.5, "y": 0.00301146224294 }, { "x": 0.55, "y": 0.00606644901516 }, { "x": 0.6, "y": 0.01098960893709 }, { "x": 0.65, "y": 0.01828106801509 }, { "x": 0.7, "y": 0.02836728657173 }, { "x": 0.75, "y": 0.04155957087041 }, { "x": 0.8, "y": 0.05803076495974 }, { "x": 0.85, "y": 0.07780964957114 }, { "x": 0.9, "y": 0.10078981612102 }, { "x": 0.95, "y": 0.12674862445693 }, { "x": 1, "y": 0.1553718473033 }, { "x": 1.05, "y": 0.18628026525405 }, { "x": 1.1, "y": 0.2190554125216 }, { "x": 1.15, "y": 0.25326262608351 }, { "x": 1.2, "y": 0.28847037678677 }, { "x": 1.25, "y": 0.32426550257934 }, { "x": 1.3, "y": 0.36026441649965 }, { "x": 1.35, "y": 0.39612064854267 }, { "x": 1.4, "y": 0.43152923535852 }, { "x": 1.45, "y": 0.46622853031103 }, { "x": 1.5, "y": 0.5 }, { "x": 1.55, "y": 0.53266652706324 }, { "x": 1.6, "y": 0.56408967171878 }, { "x": 1.65, "y": 0.59416626925085 }, { "x": 1.7, "y": 0.62282466609472 }, { "x": 1.75, "y": 0.65002082848103 }, { "x": 1.8, "y": 0.67573449742066 }, { "x": 1.85, "y": 0.69996551312333 }, { "x": 1.9, "y": 0.72273039064296 }, { "x": 1.95, "y": 0.74405919590353 }, { "x": 2, "y": 0.76399274622885 }, { "x": 2.05, "y": 0.78258014091916 }, { "x": 2.1, "y": 0.79987661414026 }, { "x": 2.15, "y": 0.81594169336122 }, { "x": 2.2, "y": 0.83083764086768 }, { "x": 2.25, "y": 0.84462815269671 }, { "x": 2.3, "y": 0.85737728803578 }, { "x": 2.35, "y": 0.86914860217208 }, { "x": 2.4, "y": 0.88000445705333 }, { "x": 2.45, "y": 0.8900054851033 }, { "x": 2.5, "y": 0.89921018387898 }, { "x": 2.55, "y": 0.90767462128025 }, { "x": 2.6, "y": 0.91545223319565 }, { "x": 2.65, "y": 0.92259369759789 }, { "x": 2.7, "y": 0.92914687112892 }, { "x": 2.75, "y": 0.93515677609918 }, { "x": 2.8, "y": 0.94066562754779 }, { "x": 2.85, "y": 0.94571289156146 }, { "x": 2.9, "y": 0.95033536743068 }, { "x": 2.95, "y": 0.95456728743737 }, { "x": 3, "y": 0.95844042912959 }, { "x": 3.05, "y": 0.96198423585726 }, { "x": 3.1, "y": 0.96522594213225 }, { "x": 3.15, "y": 0.96819070104932 }, { "x": 3.2, "y": 0.97090171157467 }, { "x": 3.25, "y": 0.97338034398886 }, { "x": 3.3, "y": 0.97564626217209 }, { "x": 3.35, "y": 0.97771754175251 }, { "x": 3.4, "y": 0.979610783413 }, { "x": 3.45, "y": 0.98134122087558 }, { "x": 3.5, "y": 0.98292282326467 }, { "x": 3.55, "y": 0.98436839169574 }, { "x": 3.6, "y": 0.98568965005179 }, { "x": 3.65, "y": 0.98689732999974 }, { "x": 3.7, "y": 0.98800125036859 }, { "x": 3.75, "y": 0.98901039106291 }, { "x": 3.8, "y": 0.98993296172289 }, { "x": 3.85, "y": 0.99077646536852 }, { "x": 3.9, "y": 0.99154775728226 }, { "x": 3.94999999999999, "y": 0.99225309939393 }, { "x": 3.99999999999999, "y": 0.99289821043496 } ] }, { "id": 462, "curve_id": "E18.6", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Large wastewater treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.40546510810808917, "sigma": 0.40000000000048586, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.405, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 6.43E-12 }, { "x": 0.15, "y": 4.29474E-09 }, { "x": 0.2, "y": 2.3612458E-07 }, { "x": 0.25, "y": 3.74268064E-06 }, { "x": 0.3, "y": 2.865825092E-05 }, { "x": 0.35, "y": 0.00013726545983 }, { "x": 0.4, "y": 0.00047591728031 }, { "x": 0.45, "y": 0.00130653087655 }, { "x": 0.5, "y": 0.00301146224294 }, { "x": 0.55, "y": 0.00606644901516 }, { "x": 0.6, "y": 0.01098960893709 }, { "x": 0.65, "y": 0.01828106801509 }, { "x": 0.7, "y": 0.02836728657173 }, { "x": 0.75, "y": 0.04155957087041 }, { "x": 0.8, "y": 0.05803076495974 }, { "x": 0.85, "y": 0.07780964957114 }, { "x": 0.9, "y": 0.10078981612102 }, { "x": 0.95, "y": 0.12674862445693 }, { "x": 1, "y": 0.1553718473033 }, { "x": 1.05, "y": 0.18628026525405 }, { "x": 1.1, "y": 0.2190554125216 }, { "x": 1.15, "y": 0.25326262608351 }, { "x": 1.2, "y": 0.28847037678677 }, { "x": 1.25, "y": 0.32426550257934 }, { "x": 1.3, "y": 0.36026441649965 }, { "x": 1.35, "y": 0.39612064854267 }, { "x": 1.4, "y": 0.43152923535852 }, { "x": 1.45, "y": 0.46622853031103 }, { "x": 1.5, "y": 0.5 }, { "x": 1.55, "y": 0.53266652706324 }, { "x": 1.6, "y": 0.56408967171878 }, { "x": 1.65, "y": 0.59416626925085 }, { "x": 1.7, "y": 0.62282466609472 }, { "x": 1.75, "y": 0.65002082848103 }, { "x": 1.8, "y": 0.67573449742066 }, { "x": 1.85, "y": 0.69996551312333 }, { "x": 1.9, "y": 0.72273039064296 }, { "x": 1.95, "y": 0.74405919590353 }, { "x": 2, "y": 0.76399274622885 }, { "x": 2.05, "y": 0.78258014091916 }, { "x": 2.1, "y": 0.79987661414026 }, { "x": 2.15, "y": 0.81594169336122 }, { "x": 2.2, "y": 0.83083764086768 }, { "x": 2.25, "y": 0.84462815269671 }, { "x": 2.3, "y": 0.85737728803578 }, { "x": 2.35, "y": 0.86914860217208 }, { "x": 2.4, "y": 0.88000445705333 }, { "x": 2.45, "y": 0.8900054851033 }, { "x": 2.5, "y": 0.89921018387898 }, { "x": 2.55, "y": 0.90767462128025 }, { "x": 2.6, "y": 0.91545223319565 }, { "x": 2.65, "y": 0.92259369759789 }, { "x": 2.7, "y": 0.92914687112892 }, { "x": 2.75, "y": 0.93515677609918 }, { "x": 2.8, "y": 0.94066562754779 }, { "x": 2.85, "y": 0.94571289156146 }, { "x": 2.9, "y": 0.95033536743068 }, { "x": 2.95, "y": 0.95456728743737 }, { "x": 3, "y": 0.95844042912959 }, { "x": 3.05, "y": 0.96198423585726 }, { "x": 3.1, "y": 0.96522594213225 }, { "x": 3.15, "y": 0.96819070104932 }, { "x": 3.2, "y": 0.97090171157467 }, { "x": 3.25, "y": 0.97338034398886 }, { "x": 3.3, "y": 0.97564626217209 }, { "x": 3.35, "y": 0.97771754175251 }, { "x": 3.4, "y": 0.979610783413 }, { "x": 3.45, "y": 0.98134122087558 }, { "x": 3.5, "y": 0.98292282326467 }, { "x": 3.55, "y": 0.98436839169574 }, { "x": 3.6, "y": 0.98568965005179 }, { "x": 3.65, "y": 0.98689732999974 }, { "x": 3.7, "y": 0.98800125036859 }, { "x": 3.75, "y": 0.98901039106291 }, { "x": 3.8, "y": 0.98993296172289 }, { "x": 3.85, "y": 0.99077646536852 }, { "x": 3.9, "y": 0.99154775728226 }, { "x": 3.94999999999999, "y": 0.99225309939393 }, { "x": 3.99999999999999, "y": 0.99289821043496 } ] }, { "id": 463, "curve_id": "E2.1", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Small substation, low voltage: 34.5-150 kV", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": -0.105360515866359, "sigma": 0.45000000079843466, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.105, σ=0.450, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 6.679E-11 }, { "x": 0.1, "y": 5.2315858E-07 }, { "x": 0.15, "y": 3.421382463E-05 }, { "x": 0.2, "y": 0.00041529503798 }, { "x": 0.25, "y": 0.00221000001672 }, { "x": 0.3, "y": 0.00731601722342 }, { "x": 0.35, "y": 0.0179171097781 }, { "x": 0.4, "y": 0.03576742088362 }, { "x": 0.45, "y": 0.0617403245184 }, { "x": 0.5, "y": 0.09574353627104 }, { "x": 0.55, "y": 0.13689150408857 }, { "x": 0.6, "y": 0.18378523458681 }, { "x": 0.65, "y": 0.23479052192335 }, { "x": 0.7, "y": 0.2882595211251 }, { "x": 0.75, "y": 0.34268031457696 }, { "x": 0.8, "y": 0.39676091930552 }, { "x": 0.85, "y": 0.44946280000418 }, { "x": 0.9, "y": 0.5 }, { "x": 0.95, "y": 0.54781759218999 }, { "x": 1, "y": 0.59255971041106 }, { "x": 1.05, "y": 0.63403414704584 }, { "x": 1.1, "y": 0.67217785663844 }, { "x": 1.15, "y": 0.707025767811 }, { "x": 1.2, "y": 0.73868399006654 }, { "x": 1.25, "y": 0.76730766986361 }, { "x": 1.3, "y": 0.79308326599326 }, { "x": 1.35, "y": 0.81621476541319 }, { "x": 1.4, "y": 0.83691326242955 }, { "x": 1.45, "y": 0.85538931625114 }, { "x": 1.5, "y": 0.8718475438318 }, { "x": 1.55, "y": 0.8864829703776 }, { "x": 1.6, "y": 0.89947873288009 }, { "x": 1.65, "y": 0.91100480332812 }, { "x": 1.7, "y": 0.92121746305321 }, { "x": 1.75, "y": 0.93025931593161 }, { "x": 1.8, "y": 0.9382596754816 }, { "x": 1.85, "y": 0.94533519973184 }, { "x": 1.9, "y": 0.95159067901024 }, { "x": 1.95, "y": 0.95711990658239 }, { "x": 2, "y": 0.96200658142706 }, { "x": 2.05, "y": 0.96632520736203 }, { "x": 2.1, "y": 0.9701419640944 }, { "x": 2.15, "y": 0.97351553430376 }, { "x": 2.2, "y": 0.97649787718598 }, { "x": 2.25, "y": 0.97913494348787 }, { "x": 2.3, "y": 0.98146733034914 }, { "x": 2.35, "y": 0.98353087655505 }, { "x": 2.4, "y": 0.9853572003391 }, { "x": 2.45, "y": 0.98697418285541 }, { "x": 2.5, "y": 0.98840640101186 }, { "x": 2.55, "y": 0.9896755136341 }, { "x": 2.6, "y": 0.99080060500156 }, { "x": 2.65, "y": 0.99179848972576 }, { "x": 2.7, "y": 0.99268398277658 }, { "x": 2.75, "y": 0.99347013823831 }, { "x": 2.8, "y": 0.99416846012134 }, { "x": 2.85, "y": 0.99478908828446 }, { "x": 2.9, "y": 0.99534096225042 }, { "x": 2.95, "y": 0.99583196543177 }, { "x": 3, "y": 0.99626905203154 }, { "x": 3.05, "y": 0.99665835864615 }, { "x": 3.1, "y": 0.99700530237934 }, { "x": 3.15, "y": 0.99731466707515 }, { "x": 3.2, "y": 0.99759067909623 }, { "x": 3.25, "y": 0.99783707390928 }, { "x": 3.3, "y": 0.99805715459213 }, { "x": 3.35, "y": 0.99825384324505 }, { "x": 3.4, "y": 0.99842972617178 }, { "x": 3.45, "y": 0.9985870935915 }, { "x": 3.5, "y": 0.99872797455067 }, { "x": 3.55, "y": 0.99885416762243 }, { "x": 3.6, "y": 0.99896726790925 }, { "x": 3.65, "y": 0.99906869080118 }, { "x": 3.7, "y": 0.99915969288662 }, { "x": 3.75, "y": 0.9992413903634 }, { "x": 3.8, "y": 0.9993147752552 }, { "x": 3.85, "y": 0.99938072970067 }, { "x": 3.9, "y": 0.9994400385495 }, { "x": 3.94999999999999, "y": 0.99949340047094 }, { "x": 3.99999999999999, "y": 0.99954143775464 } ] }, { "id": 464, "curve_id": "E2.2", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Small substation, low voltage: 34.5-150 kV", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": -0.301105092784101, "sigma": 0.40000000000169306, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.301, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 8.11E-12 }, { "x": 0.1, "y": 2.8120129E-07 }, { "x": 0.15, "y": 3.30314624E-05 }, { "x": 0.2, "y": 0.00053615786749 }, { "x": 0.25, "y": 0.00333412525734 }, { "x": 0.3, "y": 0.01199874963141 }, { "x": 0.35, "y": 0.0306176526575 }, { "x": 0.4, "y": 0.06202869668256 }, { "x": 0.45, "y": 0.10684062202221 }, { "x": 0.5, "y": 0.1635170915102 }, { "x": 0.55, "y": 0.22909524054942 }, { "x": 0.6, "y": 0.30003448687667 }, { "x": 0.65, "y": 0.37289537083372 }, { "x": 0.7, "y": 0.44475485471843 }, { "x": 0.75, "y": 0.51338501364127 }, { "x": 0.8, "y": 0.57726589137269 }, { "x": 0.85, "y": 0.63550351175313 }, { "x": 0.9, "y": 0.68770708581717 }, { "x": 0.95, "y": 0.73386004720147 }, { "x": 1, "y": 0.77420374723654 }, { "x": 1.05, "y": 0.80914179931281 }, { "x": 1.1, "y": 0.83916653163474 }, { "x": 1.15, "y": 0.86480558991345 }, { "x": 1.2, "y": 0.88658530727598 }, { "x": 1.25, "y": 0.90500718275954 }, { "x": 1.3, "y": 0.92053411705792 }, { "x": 1.35, "y": 0.93358359987279 }, { "x": 1.4, "y": 0.94452563512954 }, { "x": 1.45, "y": 0.95368373321317 }, { "x": 1.5, "y": 0.96133775512459 }, { "x": 1.55, "y": 0.96772775492185 }, { "x": 1.6, "y": 0.9730582419142 }, { "x": 1.65, "y": 0.97750248663858 }, { "x": 1.7, "y": 0.98120663951566 }, { "x": 1.75, "y": 0.98429353181469 }, { "x": 1.8, "y": 0.98686609653143 }, { "x": 1.85, "y": 0.98901039106291 }, { "x": 1.9, "y": 0.99079823109956 }, { "x": 1.95, "y": 0.99228946113742 }, { "x": 2, "y": 0.99353389522184 }, { "x": 2.05, "y": 0.9945729646706 }, { "x": 2.1, "y": 0.99544110947929 }, { "x": 2.15, "y": 0.99616694818383 }, { "x": 2.2, "y": 0.99677425801521 }, { "x": 2.25, "y": 0.99728279380004 }, { "x": 2.3, "y": 0.99770897059631 }, { "x": 2.35, "y": 0.99806643172324 }, { "x": 2.4, "y": 0.99836652076721 }, { "x": 2.45, "y": 0.99861867337811 }, { "x": 2.5, "y": 0.99883074223069 }, { "x": 2.55, "y": 0.99900926640375 }, { "x": 2.6, "y": 0.99915969460667 }, { "x": 2.65, "y": 0.99928657012894 }, { "x": 2.7, "y": 0.9993936840727 }, { "x": 2.75, "y": 0.99948420232124 }, { "x": 2.8, "y": 0.99956077076838 }, { "x": 2.85, "y": 0.99962560255869 }, { "x": 2.9, "y": 0.99968055044287 }, { "x": 2.95, "y": 0.99972716681674 }, { "x": 3, "y": 0.99976675356721 }, { "x": 3.05, "y": 0.9998004034805 }, { "x": 3.1, "y": 0.99982903466309 }, { "x": 3.15, "y": 0.99985341917414 }, { "x": 3.2, "y": 0.99987420686003 }, { "x": 3.25, "y": 0.99989194521012 }, { "x": 3.3, "y": 0.99990709591061 }, { "x": 3.35, "y": 0.999920048657 }, { "x": 3.4, "y": 0.99993113268839 }, { "x": 3.45, "y": 0.99994062642771 }, { "x": 3.5, "y": 0.99994876554562 }, { "x": 3.55, "y": 0.99995574971185 }, { "x": 3.6, "y": 0.99996174825242 }, { "x": 3.65, "y": 0.99996690489446 }, { "x": 3.7, "y": 0.99997134174908 }, { "x": 3.75, "y": 0.99997516265793 }, { "x": 3.8, "y": 0.99997845600734 }, { "x": 3.85, "y": 0.99998129709711 }, { "x": 3.9, "y": 0.99998375013615 }, { "x": 3.94999999999999, "y": 0.99998586992517 }, { "x": 3.99999999999999, "y": 0.99998770327699 } ] }, { "id": 465, "curve_id": "E2.3", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Medium substation, medium voltage: 150-350 kV", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": -0.356674943939877, "sigma": 0.40000000001010133, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.357, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.089E-11 }, { "x": 0.1, "y": 5.7293435E-07 }, { "x": 0.15, "y": 5.879120824E-05 }, { "x": 0.2, "y": 0.0008683731522 }, { "x": 0.25, "y": 0.00502580847263 }, { "x": 0.3, "y": 0.01707717673533 }, { "x": 0.35, "y": 0.04155957087041 }, { "x": 0.4, "y": 0.08090057370063 }, { "x": 0.45, "y": 0.13467040294969 }, { "x": 0.5, "y": 0.20012338585974 }, { "x": 0.55, "y": 0.27328589752637 }, { "x": 0.6, "y": 0.34997917151897 }, { "x": 0.65, "y": 0.42650866089785 }, { "x": 0.7, "y": 0.5 }, { "x": 0.75, "y": 0.56847076464148 }, { "x": 0.8, "y": 0.63074550502729 }, { "x": 0.85, "y": 0.68630015053831 }, { "x": 0.9, "y": 0.73509172255075 }, { "x": 0.95, "y": 0.77740369399328 }, { "x": 1, "y": 0.81371973474595 }, { "x": 1.05, "y": 0.84462815269671 }, { "x": 1.1, "y": 0.87075405206433 }, { "x": 1.15, "y": 0.89271415758118 }, { "x": 1.2, "y": 0.9110889654764 }, { "x": 1.25, "y": 0.92640745129989 }, { "x": 1.3, "y": 0.9391404459077 }, { "x": 1.35, "y": 0.94969969661409 }, { "x": 1.4, "y": 0.95844042912959 }, { "x": 1.45, "y": 0.96566587342415 }, { "x": 1.5, "y": 0.97163271342827 }, { "x": 1.55, "y": 0.97655678619026 }, { "x": 1.6, "y": 0.98061861624661 }, { "x": 1.65, "y": 0.98396855024921 }, { "x": 1.7, "y": 0.98673137651501 }, { "x": 1.75, "y": 0.98901039106291 }, { "x": 1.8, "y": 0.99089091881976 }, { "x": 1.85, "y": 0.99244332556949 }, { "x": 1.9, "y": 0.99372556975585 }, { "x": 1.95, "y": 0.99478534825588 }, { "x": 2, "y": 0.99566189003295 }, { "x": 2.05, "y": 0.99638744838218 }, { "x": 2.1, "y": 0.99698853775706 }, { "x": 2.15, "y": 0.99748695584129 }, { "x": 2.2, "y": 0.99790062617055 }, { "x": 2.25, "y": 0.99824429154016 }, { "x": 2.3, "y": 0.99853008382372 }, { "x": 2.35, "y": 0.99876799174463 }, { "x": 2.4, "y": 0.99896624459395 }, { "x": 2.45, "y": 0.9991316268478 }, { "x": 2.5, "y": 0.99926973606159 }, { "x": 2.55, "y": 0.99938519425244 }, { "x": 2.6, "y": 0.99948182117363 }, { "x": 2.65, "y": 0.9995627763832 }, { "x": 2.7, "y": 0.99963067576654 }, { "x": 2.75, "y": 0.99968768714914 }, { "x": 2.8, "y": 0.99973560879348 }, { "x": 2.85, "y": 0.99977593388315 }, { "x": 2.9, "y": 0.99980990353141 }, { "x": 2.95, "y": 0.99983855038808 }, { "x": 3, "y": 0.99986273454017 }, { "x": 3.05, "y": 0.99988317309241 }, { "x": 3.1, "y": 0.99990046456095 }, { "x": 3.15, "y": 0.9999151090077 }, { "x": 3.2, "y": 0.99992752467411 }, { "x": 3.25, "y": 0.99993806173575 }, { "x": 3.3, "y": 0.99994701368695 }, { "x": 3.35, "y": 0.99995462677295 }, { "x": 3.4, "y": 0.99996110781195 }, { "x": 3.45, "y": 0.9999666306885 }, { "x": 3.5, "y": 0.99997134174908 }, { "x": 3.55, "y": 0.9999753642901 }, { "x": 3.6, "y": 0.99997880229467 }, { "x": 3.65, "y": 0.99998174354707 }, { "x": 3.7, "y": 0.99998426223108 }, { "x": 3.75, "y": 0.99998642110004 }, { "x": 3.8, "y": 0.99998827329086 }, { "x": 3.85, "y": 0.99998986384211 }, { "x": 3.9, "y": 0.99999123096561 }, { "x": 3.94999999999999, "y": 0.99999240711271 }, { "x": 3.99999999999999, "y": 0.99999341986917 } ] }, { "id": 466, "curve_id": "E2.4", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Medium substation, medium voltage: 150-350 kV", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": -0.693147180559946, "sigma": 0.4000000000000079, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.693, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 4.29474E-09 }, { "x": 0.1, "y": 2.865825092E-05 }, { "x": 0.15, "y": 0.00130653087655 }, { "x": 0.2, "y": 0.01098960893709 }, { "x": 0.25, "y": 0.04155957087041 }, { "x": 0.3, "y": 0.10078981612102 }, { "x": 0.35, "y": 0.18628026525405 }, { "x": 0.4, "y": 0.28847037678677 }, { "x": 0.45, "y": 0.39612064854267 }, { "x": 0.5, "y": 0.5 }, { "x": 0.55, "y": 0.59416626925085 }, { "x": 0.6, "y": 0.67573449742066 }, { "x": 0.65, "y": 0.74405919590353 }, { "x": 0.7, "y": 0.79987661414026 }, { "x": 0.75, "y": 0.84462815269671 }, { "x": 0.8, "y": 0.88000445705333 }, { "x": 0.85, "y": 0.90767462128025 }, { "x": 0.9, "y": 0.92914687112892 }, { "x": 0.95, "y": 0.94571289156146 }, { "x": 1, "y": 0.95844042912959 }, { "x": 1.05, "y": 0.96819070104932 }, { "x": 1.1, "y": 0.97564626217209 }, { "x": 1.15, "y": 0.98134122087558 }, { "x": 1.2, "y": 0.98568965005179 }, { "x": 1.25, "y": 0.98901039106291 }, { "x": 1.3, "y": 0.99154775728226 }, { "x": 1.35, "y": 0.99348831212802 }, { "x": 1.4, "y": 0.99497419152737 }, { "x": 1.45, "y": 0.99611353039447 }, { "x": 1.5, "y": 0.99698853775706 }, { "x": 1.55, "y": 0.99766170350834 }, { "x": 1.6, "y": 0.99818054297867 }, { "x": 1.65, "y": 0.99858120966325 }, { "x": 1.7, "y": 0.99889123873425 }, { "x": 1.75, "y": 0.9991316268478 }, { "x": 1.8, "y": 0.99931840724275 }, { "x": 1.85, "y": 0.99946384213251 }, { "x": 1.9, "y": 0.99957732544686 }, { "x": 1.95, "y": 0.99966606659898 }, { "x": 2, "y": 0.99973560879348 }, { "x": 2.05, "y": 0.99979022231594 }, { "x": 2.1, "y": 0.99983320332625 }, { "x": 2.15, "y": 0.99986710117746 }, { "x": 2.2, "y": 0.99989389162268 }, { "x": 2.25, "y": 0.9999151090077 }, { "x": 2.3, "y": 0.99993194733567 }, { "x": 2.35, "y": 0.99994533767274 }, { "x": 2.4, "y": 0.99995600754311 }, { "x": 2.45, "y": 0.99996452659045 }, { "x": 2.5, "y": 0.99997134174908 }, { "x": 2.55, "y": 0.99997680438765 }, { "x": 2.6, "y": 0.99998119129873 }, { "x": 2.65, "y": 0.99998472096164 }, { "x": 2.7, "y": 0.99998756616789 }, { "x": 2.75, "y": 0.99998986384211 }, { "x": 2.8, "y": 0.99999172269652 }, { "x": 2.85, "y": 0.99999322920865 }, { "x": 2.9, "y": 0.99999445229856 }, { "x": 2.95, "y": 0.99999544699573 }, { "x": 3, "y": 0.99999625731936 }, { "x": 3.05, "y": 0.99999691854509 }, { "x": 3.1, "y": 0.99999745899225 }, { "x": 3.15, "y": 0.99999790143573 }, { "x": 3.2, "y": 0.99999826422326 }, { "x": 3.25, "y": 0.99999856216137 }, { "x": 3.3, "y": 0.99999880721898 }, { "x": 3.35, "y": 0.99999900908733 }, { "x": 3.4, "y": 0.99999917562631 }, { "x": 3.45, "y": 0.99999931322078 }, { "x": 3.5, "y": 0.99999942706565 }, { "x": 3.55, "y": 0.99999952139432 }, { "x": 3.6, "y": 0.99999959966192 }, { "x": 3.65, "y": 0.99999966469271 }, { "x": 3.7, "y": 0.99999971879871 }, { "x": 3.75, "y": 0.99999976387542 }, { "x": 3.8, "y": 0.99999980147912 }, { "x": 3.85, "y": 0.9999998328894 }, { "x": 3.9, "y": 0.99999985915984 }, { "x": 3.94999999999999, "y": 0.99999988115913 }, { "x": 3.99999999999999, "y": 0.99999989960453 } ] }, { "id": 467, "curve_id": "E2.5", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Large substation, high voltage: >350 kV", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": -0.755022584278047, "sigma": 0.40000000000010588, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.755, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.060844E-08 }, { "x": 0.1, "y": 5.466232726E-05 }, { "x": 0.15, "y": 0.00215019219009 }, { "x": 0.2, "y": 0.01633814524119 }, { "x": 0.25, "y": 0.05726219584763 }, { "x": 0.3, "y": 0.13085139782792 }, { "x": 0.35, "y": 0.23056152418682 }, { "x": 0.4, "y": 0.34341144811227 }, { "x": 0.45, "y": 0.45671515254127 }, { "x": 0.5, "y": 0.56146655539806 }, { "x": 0.55, "y": 0.65282694942699 }, { "x": 0.6, "y": 0.72923216225205 }, { "x": 0.65, "y": 0.79120205329758 }, { "x": 0.7, "y": 0.84034312487987 }, { "x": 0.75, "y": 0.87866745067566 }, { "x": 0.8, "y": 0.90819103414214 }, { "x": 0.85, "y": 0.93073123349294 }, { "x": 0.9, "y": 0.94782865222476 }, { "x": 0.95, "y": 0.96073868798808 }, { "x": 1, "y": 0.97045724008372 }, { "x": 1.05, "y": 0.97775962089399 }, { "x": 1.1, "y": 0.9832413710004 }, { "x": 1.15, "y": 0.98735556579238 }, { "x": 1.2, "y": 0.99044454250475 }, { "x": 1.25, "y": 0.99276572934231 }, { "x": 1.3, "y": 0.9945120807055 }, { "x": 1.35, "y": 0.99582793173492 }, { "x": 1.4, "y": 0.99682113116841 }, { "x": 1.45, "y": 0.99757223600058 }, { "x": 1.5, "y": 0.99814143139433 }, { "x": 1.55, "y": 0.99857371341269 }, { "x": 1.6, "y": 0.99890275790846 }, { "x": 1.65, "y": 0.99915380256379 }, { "x": 1.7, "y": 0.99934579126142 }, { "x": 1.75, "y": 0.99949296886276 }, { "x": 1.8, "y": 0.9996060673832 }, { "x": 1.85, "y": 0.99969318875325 }, { "x": 1.9, "y": 0.9997604623871 }, { "x": 1.95, "y": 0.99981253560309 }, { "x": 2, "y": 0.99985293991581 }, { "x": 2.05, "y": 0.9998843650665 }, { "x": 2.1, "y": 0.9999088643981 }, { "x": 2.15, "y": 0.99992800906965 }, { "x": 2.2, "y": 0.99994300408682 }, { "x": 2.25, "y": 0.99995477578431 }, { "x": 2.3, "y": 0.99996403792467 }, { "x": 2.35, "y": 0.99997134174908 }, { "x": 2.4, "y": 0.99997711395983 }, { "x": 2.45, "y": 0.99998168560849 }, { "x": 2.5, "y": 0.9999853141164 }, { "x": 2.55, "y": 0.99998820009769 }, { "x": 2.6, "y": 0.99999050024034 }, { "x": 2.65, "y": 0.99999233719096 }, { "x": 2.7, "y": 0.99999380715711 }, { "x": 2.75, "y": 0.99999498576711 }, { "x": 2.8, "y": 0.99999593259657 }, { "x": 2.85, "y": 0.99999669467265 }, { "x": 2.9, "y": 0.99999730919271 }, { "x": 2.95, "y": 0.99999780563803 }, { "x": 3, "y": 0.99999820742055 }, { "x": 3.05, "y": 0.99999853316855 }, { "x": 3.1, "y": 0.99999879773251 }, { "x": 3.15, "y": 0.99999901297357 }, { "x": 3.2, "y": 0.99999918838287 }, { "x": 3.25, "y": 0.999999331569 }, { "x": 3.3, "y": 0.99999944864237 }, { "x": 3.35, "y": 0.99999954451892 }, { "x": 3.4, "y": 0.99999962316052 }, { "x": 3.45, "y": 0.99999968776558 }, { "x": 3.5, "y": 0.99999974092057 }, { "x": 3.55, "y": 0.99999978472056 }, { "x": 3.6, "y": 0.99999982086537 }, { "x": 3.65, "y": 0.99999985073635 }, { "x": 3.7, "y": 0.99999987545782 }, { "x": 3.75, "y": 0.99999989594635 }, { "x": 3.8, "y": 0.99999991295027 }, { "x": 3.85, "y": 0.99999992708148 }, { "x": 3.9, "y": 0.9999999388411 }, { "x": 3.94999999999999, "y": 0.99999994864008 }, { "x": 3.99999999999999, "y": 0.99999995681593 } ] }, { "id": 468, "curve_id": "E2.6", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Large substation, high voltage: >350 kV", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": -0.967584026634054, "sigma": 0.35000000421880895, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.968, σ=0.350, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.42198E-09 }, { "x": 0.1, "y": 6.828785003E-05 }, { "x": 0.15, "y": 0.00395582646675 }, { "x": 0.2, "y": 0.0333367770732 }, { "x": 0.25, "y": 0.11578678139267 }, { "x": 0.3, "y": 0.24971194150957 }, { "x": 0.35, "y": 0.40711756324215 }, { "x": 0.4, "y": 0.55825728497124 }, { "x": 0.45, "y": 0.68547883904589 }, { "x": 0.5, "y": 0.78351082931113 }, { "x": 0.55, "y": 0.8546118303485 }, { "x": 0.6, "y": 0.90405766340434 }, { "x": 0.65, "y": 0.93745041147455 }, { "x": 0.7, "y": 0.9595471088207 }, { "x": 0.75, "y": 0.97396635660586 }, { "x": 0.8, "y": 0.98328882777509 }, { "x": 0.85, "y": 0.98928115741867 }, { "x": 0.9, "y": 0.99312052356424 }, { "x": 0.95, "y": 0.99557731655112 }, { "x": 1, "y": 0.99714971995928 }, { "x": 1.05, "y": 0.99815742527003 }, { "x": 1.1, "y": 0.99880464073873 }, { "x": 1.15, "y": 0.99922150320744 }, { "x": 1.2, "y": 0.99949089204263 }, { "x": 1.25, "y": 0.99966562323014 }, { "x": 1.3, "y": 0.99977940820391 }, { "x": 1.35, "y": 0.99985381455992 }, { "x": 1.4, "y": 0.99990268059013 }, { "x": 1.45, "y": 0.99993491479039 }, { "x": 1.5, "y": 0.99995627297529 }, { "x": 1.55, "y": 0.99997048845 }, { "x": 1.6, "y": 0.99997999252365 }, { "x": 1.65, "y": 0.99998637520821 }, { "x": 1.7, "y": 0.999990680767 }, { "x": 1.75, "y": 0.9999935979965 }, { "x": 1.8, "y": 0.9999955832001 }, { "x": 1.85, "y": 0.99999693997661 }, { "x": 1.9, "y": 0.99999787119915 }, { "x": 1.95, "y": 0.99999851301717 }, { "x": 2, "y": 0.99999895719174 }, { "x": 2.05, "y": 0.99999926582878 }, { "x": 2.1, "y": 0.99999948113848 }, { "x": 2.15, "y": 0.99999963192715 }, { "x": 2.2, "y": 0.99999973793343 }, { "x": 2.25, "y": 0.99999981273669 }, { "x": 2.3, "y": 0.99999986571571 }, { "x": 2.35, "y": 0.99999990337314 }, { "x": 2.4, "y": 0.99999993023462 }, { "x": 2.45, "y": 0.9999999494616 }, { "x": 2.5, "y": 0.99999996327067 }, { "x": 2.55, "y": 0.99999997322153 }, { "x": 2.6, "y": 0.99999998041555 }, { "x": 2.65, "y": 0.9999999856331 }, { "x": 2.7, "y": 0.99999998942907 }, { "x": 2.75, "y": 0.99999999219925 }, { "x": 2.8, "y": 0.99999999422693 }, { "x": 2.85, "y": 0.9999999957155 }, { "x": 2.9, "y": 0.99999999681146 }, { "x": 2.95, "y": 0.99999999762065 }, { "x": 3, "y": 0.99999999821977 }, { "x": 3.05, "y": 0.99999999866456 }, { "x": 3.1, "y": 0.99999999899566 }, { "x": 3.15, "y": 0.99999999924278 }, { "x": 3.2, "y": 0.99999999942769 }, { "x": 3.25, "y": 0.9999999995664 }, { "x": 3.3, "y": 0.99999999967071 }, { "x": 3.35, "y": 0.99999999974935 }, { "x": 3.4, "y": 0.99999999980877 }, { "x": 3.45, "y": 0.99999999985378 }, { "x": 3.5, "y": 0.99999999988795 }, { "x": 3.55, "y": 0.99999999991395 }, { "x": 3.6, "y": 0.99999999993378 }, { "x": 3.65, "y": 0.99999999994893 }, { "x": 3.7, "y": 0.99999999996053 }, { "x": 3.75, "y": 0.99999999996944 }, { "x": 3.8, "y": 0.99999999997629 }, { "x": 3.85, "y": 0.99999999998157 }, { "x": 3.9, "y": 0.99999999998564 }, { "x": 3.94999999999999, "y": 0.9999999999888 }, { "x": 3.99999999999999, "y": 0.99999999999124 } ] }, { "id": 469, "curve_id": "E2.7", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Large substation. high voltage: 500 - 1,100 kV", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "complete", "source_data_type": "figure_given", "mu": -0.755022584278047, "sigma": 0.40000000000010588, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.755, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.060844E-08 }, { "x": 0.1, "y": 5.466232726E-05 }, { "x": 0.15, "y": 0.00215019219009 }, { "x": 0.2, "y": 0.01633814524119 }, { "x": 0.25, "y": 0.05726219584763 }, { "x": 0.3, "y": 0.13085139782792 }, { "x": 0.35, "y": 0.23056152418682 }, { "x": 0.4, "y": 0.34341144811227 }, { "x": 0.45, "y": 0.45671515254127 }, { "x": 0.5, "y": 0.56146655539806 }, { "x": 0.55, "y": 0.65282694942699 }, { "x": 0.6, "y": 0.72923216225205 }, { "x": 0.65, "y": 0.79120205329758 }, { "x": 0.7, "y": 0.84034312487987 }, { "x": 0.75, "y": 0.87866745067566 }, { "x": 0.8, "y": 0.90819103414214 }, { "x": 0.85, "y": 0.93073123349294 }, { "x": 0.9, "y": 0.94782865222476 }, { "x": 0.95, "y": 0.96073868798808 }, { "x": 1, "y": 0.97045724008372 }, { "x": 1.05, "y": 0.97775962089399 }, { "x": 1.1, "y": 0.9832413710004 }, { "x": 1.15, "y": 0.98735556579238 }, { "x": 1.2, "y": 0.99044454250475 }, { "x": 1.25, "y": 0.99276572934231 }, { "x": 1.3, "y": 0.9945120807055 }, { "x": 1.35, "y": 0.99582793173492 }, { "x": 1.4, "y": 0.99682113116841 }, { "x": 1.45, "y": 0.99757223600058 }, { "x": 1.5, "y": 0.99814143139433 }, { "x": 1.55, "y": 0.99857371341269 }, { "x": 1.6, "y": 0.99890275790846 }, { "x": 1.65, "y": 0.99915380256379 }, { "x": 1.7, "y": 0.99934579126142 }, { "x": 1.75, "y": 0.99949296886276 }, { "x": 1.8, "y": 0.9996060673832 }, { "x": 1.85, "y": 0.99969318875325 }, { "x": 1.9, "y": 0.9997604623871 }, { "x": 1.95, "y": 0.99981253560309 }, { "x": 2, "y": 0.99985293991581 }, { "x": 2.05, "y": 0.9998843650665 }, { "x": 2.1, "y": 0.9999088643981 }, { "x": 2.15, "y": 0.99992800906965 }, { "x": 2.2, "y": 0.99994300408682 }, { "x": 2.25, "y": 0.99995477578431 }, { "x": 2.3, "y": 0.99996403792467 }, { "x": 2.35, "y": 0.99997134174908 }, { "x": 2.4, "y": 0.99997711395983 }, { "x": 2.45, "y": 0.99998168560849 }, { "x": 2.5, "y": 0.9999853141164 }, { "x": 2.55, "y": 0.99998820009769 }, { "x": 2.6, "y": 0.99999050024034 }, { "x": 2.65, "y": 0.99999233719096 }, { "x": 2.7, "y": 0.99999380715711 }, { "x": 2.75, "y": 0.99999498576711 }, { "x": 2.8, "y": 0.99999593259657 }, { "x": 2.85, "y": 0.99999669467265 }, { "x": 2.9, "y": 0.99999730919271 }, { "x": 2.95, "y": 0.99999780563803 }, { "x": 3, "y": 0.99999820742055 }, { "x": 3.05, "y": 0.99999853316855 }, { "x": 3.1, "y": 0.99999879773251 }, { "x": 3.15, "y": 0.99999901297357 }, { "x": 3.2, "y": 0.99999918838287 }, { "x": 3.25, "y": 0.999999331569 }, { "x": 3.3, "y": 0.99999944864237 }, { "x": 3.35, "y": 0.99999954451892 }, { "x": 3.4, "y": 0.99999962316052 }, { "x": 3.45, "y": 0.99999968776558 }, { "x": 3.5, "y": 0.99999974092057 }, { "x": 3.55, "y": 0.99999978472056 }, { "x": 3.6, "y": 0.99999982086537 }, { "x": 3.65, "y": 0.99999985073635 }, { "x": 3.7, "y": 0.99999987545782 }, { "x": 3.75, "y": 0.99999989594635 }, { "x": 3.8, "y": 0.99999991295027 }, { "x": 3.85, "y": 0.99999992708148 }, { "x": 3.9, "y": 0.9999999388411 }, { "x": 3.94999999999999, "y": 0.99999994864008 }, { "x": 3.99999999999999, "y": 0.99999995681593 } ] }, { "id": 470, "curve_id": "E2.8", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Large substation. high voltage: 500 - 1,100 kV", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": -1.24516257502949, "sigma": 0.46600000183386281, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.245, σ=0.466, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 8.61230884E-05 }, { "x": 0.1, "y": 0.01162969295829 }, { "x": 0.15, "y": 0.0808989595192 }, { "x": 0.2, "y": 0.2171934718837 }, { "x": 0.25, "y": 0.3809990741531 }, { "x": 0.3, "y": 0.53521667147195 }, { "x": 0.35, "y": 0.66245972157056 }, { "x": 0.4, "y": 0.75982307937757 }, { "x": 0.45, "y": 0.83109134385401 }, { "x": 0.5, "y": 0.88190869867102 }, { "x": 0.55, "y": 0.91760045075691 }, { "x": 0.6, "y": 0.94246754900052 }, { "x": 0.65, "y": 0.9597329813909 }, { "x": 0.7, "y": 0.97171547028297 }, { "x": 0.75, "y": 0.98004499936585 }, { "x": 0.8, "y": 0.98585257280129 }, { "x": 0.85, "y": 0.98991766374535 }, { "x": 0.9, "y": 0.99277599078463 }, { "x": 0.95, "y": 0.99479570355701 }, { "x": 1, "y": 0.99623022252032 }, { "x": 1.05, "y": 0.99725449909725 }, { "x": 1.1, "y": 0.99798976374276 }, { "x": 1.15, "y": 0.99852038238962 }, { "x": 1.2, "y": 0.99890534030292 }, { "x": 1.25, "y": 0.99918607958609 }, { "x": 1.3, "y": 0.99939186331716 }, { "x": 1.35, "y": 0.99954346000609 }, { "x": 1.4, "y": 0.99965568467842 }, { "x": 1.45, "y": 0.9997391591653 }, { "x": 1.5, "y": 0.999801537187 }, { "x": 1.55, "y": 0.99984836103945 }, { "x": 1.6, "y": 0.99988366357585 }, { "x": 1.65, "y": 0.99991039327617 }, { "x": 1.7, "y": 0.99993071585731 }, { "x": 1.75, "y": 0.99994622931622 }, { "x": 1.8, "y": 0.99995811798366 }, { "x": 1.85, "y": 0.99996726340505 }, { "x": 1.9, "y": 0.99997432451597 }, { "x": 1.95, "y": 0.99997979587783 }, { "x": 2, "y": 0.99998405016519 }, { "x": 2.05, "y": 0.99998736929794 }, { "x": 2.1, "y": 0.99998996734971 }, { "x": 2.15, "y": 0.9999920074749 }, { "x": 2.2, "y": 0.99999361446642 }, { "x": 2.25, "y": 0.99999488410886 }, { "x": 2.3, "y": 0.99999589017153 }, { "x": 2.35, "y": 0.99999668965667 }, { "x": 2.4, "y": 0.99999732675255 }, { "x": 2.45, "y": 0.99999783582161 }, { "x": 2.5, "y": 0.9999982436672 }, { "x": 2.55, "y": 0.99999857125881 }, { "x": 2.6, "y": 0.99999883504955 }, { "x": 2.65, "y": 0.99999904798548 }, { "x": 2.7, "y": 0.99999922028135 }, { "x": 2.75, "y": 0.99999936001855 }, { "x": 2.8, "y": 0.99999947360753 }, { "x": 2.85, "y": 0.99999956614633 }, { "x": 2.9, "y": 0.99999964169946 }, { "x": 2.95, "y": 0.99999970351534 }, { "x": 3, "y": 0.99999975419641 }, { "x": 3.05, "y": 0.99999979583241 }, { "x": 3.1, "y": 0.99999983010525 }, { "x": 3.15, "y": 0.99999985837164 }, { "x": 3.2, "y": 0.99999988172831 }, { "x": 3.25, "y": 0.99999990106377 }, { "x": 3.3, "y": 0.99999991709931 }, { "x": 3.35, "y": 0.99999993042168 }, { "x": 3.4, "y": 0.99999994150915 }, { "x": 3.45, "y": 0.99999995075231 }, { "x": 3.5, "y": 0.99999995847077 }, { "x": 3.55, "y": 0.99999996492655 }, { "x": 3.6, "y": 0.99999997033483 }, { "x": 3.65, "y": 0.99999997487269 }, { "x": 3.7, "y": 0.99999997868604 }, { "x": 3.75, "y": 0.99999998189539 }, { "x": 3.8, "y": 0.9999999846004 }, { "x": 3.85, "y": 0.99999998688362 }, { "x": 3.9, "y": 0.99999998881356 }, { "x": 3.94999999999999, "y": 0.99999999044716 }, { "x": 3.99999999999999, "y": 0.99999999183182 } ] }, { "id": 471, "curve_id": "E2.9", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Small substation", "ci_detail": "Unanchored/standard components", "source_type": "Peer-reviewed", "source_abbrev": "Omidvar et al. (2017)", "source_detail": "Omidvar, B., Azizi, R., and Abdollahi, Y.: Seismic Risk Assessment of Power Substations, Environmental Energy and Economic Research, 1, 43–60, https://doi.org/10.22097/eeer.2017.46456, 2017.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": -0.356674943939877, "sigma": 0.40000000001010133, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.357, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "0", "geography": "Europe", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.089E-11 }, { "x": 0.1, "y": 5.7293435E-07 }, { "x": 0.15, "y": 5.879120824E-05 }, { "x": 0.2, "y": 0.0008683731522 }, { "x": 0.25, "y": 0.00502580847263 }, { "x": 0.3, "y": 0.01707717673533 }, { "x": 0.35, "y": 0.04155957087041 }, { "x": 0.4, "y": 0.08090057370063 }, { "x": 0.45, "y": 0.13467040294969 }, { "x": 0.5, "y": 0.20012338585974 }, { "x": 0.55, "y": 0.27328589752637 }, { "x": 0.6, "y": 0.34997917151897 }, { "x": 0.65, "y": 0.42650866089785 }, { "x": 0.7, "y": 0.5 }, { "x": 0.75, "y": 0.56847076464148 }, { "x": 0.8, "y": 0.63074550502729 }, { "x": 0.85, "y": 0.68630015053831 }, { "x": 0.9, "y": 0.73509172255075 }, { "x": 0.95, "y": 0.77740369399328 }, { "x": 1, "y": 0.81371973474595 }, { "x": 1.05, "y": 0.84462815269671 }, { "x": 1.1, "y": 0.87075405206433 }, { "x": 1.15, "y": 0.89271415758118 }, { "x": 1.2, "y": 0.9110889654764 }, { "x": 1.25, "y": 0.92640745129989 }, { "x": 1.3, "y": 0.9391404459077 }, { "x": 1.35, "y": 0.94969969661409 }, { "x": 1.4, "y": 0.95844042912959 }, { "x": 1.45, "y": 0.96566587342415 }, { "x": 1.5, "y": 0.97163271342827 }, { "x": 1.55, "y": 0.97655678619026 }, { "x": 1.6, "y": 0.98061861624661 }, { "x": 1.65, "y": 0.98396855024921 }, { "x": 1.7, "y": 0.98673137651501 }, { "x": 1.75, "y": 0.98901039106291 }, { "x": 1.8, "y": 0.99089091881976 }, { "x": 1.85, "y": 0.99244332556949 }, { "x": 1.9, "y": 0.99372556975585 }, { "x": 1.95, "y": 0.99478534825588 }, { "x": 2, "y": 0.99566189003295 }, { "x": 2.05, "y": 0.99638744838218 }, { "x": 2.1, "y": 0.99698853775706 }, { "x": 2.15, "y": 0.99748695584129 }, { "x": 2.2, "y": 0.99790062617055 }, { "x": 2.25, "y": 0.99824429154016 }, { "x": 2.3, "y": 0.99853008382372 }, { "x": 2.35, "y": 0.99876799174463 }, { "x": 2.4, "y": 0.99896624459395 }, { "x": 2.45, "y": 0.9991316268478 }, { "x": 2.5, "y": 0.99926973606159 }, { "x": 2.55, "y": 0.99938519425244 }, { "x": 2.6, "y": 0.99948182117363 }, { "x": 2.65, "y": 0.9995627763832 }, { "x": 2.7, "y": 0.99963067576654 }, { "x": 2.75, "y": 0.99968768714914 }, { "x": 2.8, "y": 0.99973560879348 }, { "x": 2.85, "y": 0.99977593388315 }, { "x": 2.9, "y": 0.99980990353141 }, { "x": 2.95, "y": 0.99983855038808 }, { "x": 3, "y": 0.99986273454017 }, { "x": 3.05, "y": 0.99988317309241 }, { "x": 3.1, "y": 0.99990046456095 }, { "x": 3.15, "y": 0.9999151090077 }, { "x": 3.2, "y": 0.99992752467411 }, { "x": 3.25, "y": 0.99993806173575 }, { "x": 3.3, "y": 0.99994701368695 }, { "x": 3.35, "y": 0.99995462677295 }, { "x": 3.4, "y": 0.99996110781195 }, { "x": 3.45, "y": 0.9999666306885 }, { "x": 3.5, "y": 0.99997134174908 }, { "x": 3.55, "y": 0.9999753642901 }, { "x": 3.6, "y": 0.99997880229467 }, { "x": 3.65, "y": 0.99998174354707 }, { "x": 3.7, "y": 0.99998426223108 }, { "x": 3.75, "y": 0.99998642110004 }, { "x": 3.8, "y": 0.99998827329086 }, { "x": 3.85, "y": 0.99998986384211 }, { "x": 3.9, "y": 0.99999123096561 }, { "x": 3.94999999999999, "y": 0.99999240711271 }, { "x": 3.99999999999999, "y": 0.99999341986917 } ] }, { "id": 472, "curve_id": "E20.1", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Small lift station", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.4054651080963842, "sigma": 0.80000000013471784, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.405, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.061733071E-05 }, { "x": 0.1, "y": 0.00035580992115 }, { "x": 0.15, "y": 0.00199955859466 }, { "x": 0.2, "y": 0.00589063969492 }, { "x": 0.25, "y": 0.01255522433896 }, { "x": 0.3, "y": 0.0221206495707 }, { "x": 0.35, "y": 0.0344473980233 }, { "x": 0.4, "y": 0.0492474230848 }, { "x": 0.45, "y": 0.06616640842567 }, { "x": 0.5, "y": 0.0848349334871 }, { "x": 0.55, "y": 0.10489780841755 }, { "x": 0.6, "y": 0.12602932342077 }, { "x": 0.65, "y": 0.14793985169127 }, { "x": 0.7, "y": 0.17037736545053 }, { "x": 0.75, "y": 0.19312610938197 }, { "x": 0.8, "y": 0.21600381085261 }, { "x": 0.85, "y": 0.23885825476437 }, { "x": 0.9, "y": 0.26156370549483 }, { "x": 0.95, "y": 0.28401744503265 }, { "x": 1, "y": 0.30613656640275 }, { "x": 1.05, "y": 0.32785508361679 }, { "x": 1.1, "y": 0.3491213739271 }, { "x": 1.15, "y": 0.36989594268312 }, { "x": 1.2, "y": 0.39014948780405 }, { "x": 1.25, "y": 0.40986123492412 }, { "x": 1.3, "y": 0.42901751261132 }, { "x": 1.35, "y": 0.44761053783245 }, { "x": 1.4, "y": 0.46563738388897 }, { "x": 1.45, "y": 0.4830991056848 }, { "x": 1.5, "y": 0.5 }, { "x": 1.55, "y": 0.51634698119802 }, { "x": 1.6, "y": 0.53214905536748 }, { "x": 1.65, "y": 0.54741687823122 }, { "x": 1.7, "y": 0.56216238422932 }, { "x": 1.75, "y": 0.57639847600173 }, { "x": 1.8, "y": 0.59013876507588 }, { "x": 1.85, "y": 0.60339735592837 }, { "x": 1.9, "y": 0.61618866675954 }, { "x": 1.95, "y": 0.62852728132096 }, { "x": 2, "y": 0.64042782698928 }, { "x": 2.05, "y": 0.65190487500674 }, { "x": 2.1, "y": 0.66297285942656 }, { "x": 2.15, "y": 0.67364601182618 }, { "x": 2.2, "y": 0.683938309297 }, { "x": 2.25, "y": 0.69386343359725 }, { "x": 2.3, "y": 0.70343473967564 }, { "x": 2.35, "y": 0.71266523204546 }, { "x": 2.4, "y": 0.72156754772017 }, { "x": 2.45, "y": 0.73015394461744 }, { "x": 2.5, "y": 0.73843629450517 }, { "x": 2.55, "y": 0.7464260797046 }, { "x": 2.6, "y": 0.7541343928856 }, { "x": 2.65, "y": 0.7615719393915 }, { "x": 2.7, "y": 0.7687490416176 }, { "x": 2.75, "y": 0.77567564504124 }, { "x": 2.8, "y": 0.78236132556417 }, { "x": 2.85, "y": 0.7888152978814 }, { "x": 2.9, "y": 0.79504642463596 }, { "x": 2.95, "y": 0.80106322615783 }, { "x": 3, "y": 0.80687389061803 }, { "x": 3.05, "y": 0.81248628445694 }, { "x": 3.1, "y": 0.8179079629695 }, { "x": 3.15, "y": 0.82314618095035 }, { "x": 3.2, "y": 0.82820790331901 }, { "x": 3.25, "y": 0.83309981565964 }, { "x": 3.3, "y": 0.83782833462257 }, { "x": 3.35, "y": 0.84239961814496 }, { "x": 3.4, "y": 0.84681957545687 }, { "x": 3.45, "y": 0.8510938768466 }, { "x": 3.5, "y": 0.85522796316532 }, { "x": 3.55, "y": 0.85922705505636 }, { "x": 3.6, "y": 0.86309616189885 }, { "x": 3.65, "y": 0.86684009045943 }, { "x": 3.7, "y": 0.87046345324835 }, { "x": 3.75, "y": 0.87397067657923 }, { "x": 3.8, "y": 0.87736600833374 }, { "x": 3.85, "y": 0.88065352543397 }, { "x": 3.9, "y": 0.88383714102709 }, { "x": 3.94999999999999, "y": 0.88692061138747 }, { "x": 3.99999999999999, "y": 0.88990754254279 } ] }, { "id": 473, "curve_id": "E20.2", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Small lift station", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.4054651080963842, "sigma": 0.80000000013471784, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.405, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.061733071E-05 }, { "x": 0.1, "y": 0.00035580992115 }, { "x": 0.15, "y": 0.00199955859466 }, { "x": 0.2, "y": 0.00589063969492 }, { "x": 0.25, "y": 0.01255522433896 }, { "x": 0.3, "y": 0.0221206495707 }, { "x": 0.35, "y": 0.0344473980233 }, { "x": 0.4, "y": 0.0492474230848 }, { "x": 0.45, "y": 0.06616640842567 }, { "x": 0.5, "y": 0.0848349334871 }, { "x": 0.55, "y": 0.10489780841755 }, { "x": 0.6, "y": 0.12602932342077 }, { "x": 0.65, "y": 0.14793985169127 }, { "x": 0.7, "y": 0.17037736545053 }, { "x": 0.75, "y": 0.19312610938197 }, { "x": 0.8, "y": 0.21600381085261 }, { "x": 0.85, "y": 0.23885825476437 }, { "x": 0.9, "y": 0.26156370549483 }, { "x": 0.95, "y": 0.28401744503265 }, { "x": 1, "y": 0.30613656640275 }, { "x": 1.05, "y": 0.32785508361679 }, { "x": 1.1, "y": 0.3491213739271 }, { "x": 1.15, "y": 0.36989594268312 }, { "x": 1.2, "y": 0.39014948780405 }, { "x": 1.25, "y": 0.40986123492412 }, { "x": 1.3, "y": 0.42901751261132 }, { "x": 1.35, "y": 0.44761053783245 }, { "x": 1.4, "y": 0.46563738388897 }, { "x": 1.45, "y": 0.4830991056848 }, { "x": 1.5, "y": 0.5 }, { "x": 1.55, "y": 0.51634698119802 }, { "x": 1.6, "y": 0.53214905536748 }, { "x": 1.65, "y": 0.54741687823122 }, { "x": 1.7, "y": 0.56216238422932 }, { "x": 1.75, "y": 0.57639847600173 }, { "x": 1.8, "y": 0.59013876507588 }, { "x": 1.85, "y": 0.60339735592837 }, { "x": 1.9, "y": 0.61618866675954 }, { "x": 1.95, "y": 0.62852728132096 }, { "x": 2, "y": 0.64042782698928 }, { "x": 2.05, "y": 0.65190487500674 }, { "x": 2.1, "y": 0.66297285942656 }, { "x": 2.15, "y": 0.67364601182618 }, { "x": 2.2, "y": 0.683938309297 }, { "x": 2.25, "y": 0.69386343359725 }, { "x": 2.3, "y": 0.70343473967564 }, { "x": 2.35, "y": 0.71266523204546 }, { "x": 2.4, "y": 0.72156754772017 }, { "x": 2.45, "y": 0.73015394461744 }, { "x": 2.5, "y": 0.73843629450517 }, { "x": 2.55, "y": 0.7464260797046 }, { "x": 2.6, "y": 0.7541343928856 }, { "x": 2.65, "y": 0.7615719393915 }, { "x": 2.7, "y": 0.7687490416176 }, { "x": 2.75, "y": 0.77567564504124 }, { "x": 2.8, "y": 0.78236132556417 }, { "x": 2.85, "y": 0.7888152978814 }, { "x": 2.9, "y": 0.79504642463596 }, { "x": 2.95, "y": 0.80106322615783 }, { "x": 3, "y": 0.80687389061803 }, { "x": 3.05, "y": 0.81248628445694 }, { "x": 3.1, "y": 0.8179079629695 }, { "x": 3.15, "y": 0.82314618095035 }, { "x": 3.2, "y": 0.82820790331901 }, { "x": 3.25, "y": 0.83309981565964 }, { "x": 3.3, "y": 0.83782833462257 }, { "x": 3.35, "y": 0.84239961814496 }, { "x": 3.4, "y": 0.84681957545687 }, { "x": 3.45, "y": 0.8510938768466 }, { "x": 3.5, "y": 0.85522796316532 }, { "x": 3.55, "y": 0.85922705505636 }, { "x": 3.6, "y": 0.86309616189885 }, { "x": 3.65, "y": 0.86684009045943 }, { "x": 3.7, "y": 0.87046345324835 }, { "x": 3.75, "y": 0.87397067657923 }, { "x": 3.8, "y": 0.87736600833374 }, { "x": 3.85, "y": 0.88065352543397 }, { "x": 3.9, "y": 0.88383714102709 }, { "x": 3.94999999999999, "y": 0.88692061138747 }, { "x": 3.99999999999999, "y": 0.88990754254279 } ] }, { "id": 474, "curve_id": "E20.3", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Medium/large lift station", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.4054651080963842, "sigma": 0.80000000013471784, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.405, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.061733071E-05 }, { "x": 0.1, "y": 0.00035580992115 }, { "x": 0.15, "y": 0.00199955859466 }, { "x": 0.2, "y": 0.00589063969492 }, { "x": 0.25, "y": 0.01255522433896 }, { "x": 0.3, "y": 0.0221206495707 }, { "x": 0.35, "y": 0.0344473980233 }, { "x": 0.4, "y": 0.0492474230848 }, { "x": 0.45, "y": 0.06616640842567 }, { "x": 0.5, "y": 0.0848349334871 }, { "x": 0.55, "y": 0.10489780841755 }, { "x": 0.6, "y": 0.12602932342077 }, { "x": 0.65, "y": 0.14793985169127 }, { "x": 0.7, "y": 0.17037736545053 }, { "x": 0.75, "y": 0.19312610938197 }, { "x": 0.8, "y": 0.21600381085261 }, { "x": 0.85, "y": 0.23885825476437 }, { "x": 0.9, "y": 0.26156370549483 }, { "x": 0.95, "y": 0.28401744503265 }, { "x": 1, "y": 0.30613656640275 }, { "x": 1.05, "y": 0.32785508361679 }, { "x": 1.1, "y": 0.3491213739271 }, { "x": 1.15, "y": 0.36989594268312 }, { "x": 1.2, "y": 0.39014948780405 }, { "x": 1.25, "y": 0.40986123492412 }, { "x": 1.3, "y": 0.42901751261132 }, { "x": 1.35, "y": 0.44761053783245 }, { "x": 1.4, "y": 0.46563738388897 }, { "x": 1.45, "y": 0.4830991056848 }, { "x": 1.5, "y": 0.5 }, { "x": 1.55, "y": 0.51634698119802 }, { "x": 1.6, "y": 0.53214905536748 }, { "x": 1.65, "y": 0.54741687823122 }, { "x": 1.7, "y": 0.56216238422932 }, { "x": 1.75, "y": 0.57639847600173 }, { "x": 1.8, "y": 0.59013876507588 }, { "x": 1.85, "y": 0.60339735592837 }, { "x": 1.9, "y": 0.61618866675954 }, { "x": 1.95, "y": 0.62852728132096 }, { "x": 2, "y": 0.64042782698928 }, { "x": 2.05, "y": 0.65190487500674 }, { "x": 2.1, "y": 0.66297285942656 }, { "x": 2.15, "y": 0.67364601182618 }, { "x": 2.2, "y": 0.683938309297 }, { "x": 2.25, "y": 0.69386343359725 }, { "x": 2.3, "y": 0.70343473967564 }, { "x": 2.35, "y": 0.71266523204546 }, { "x": 2.4, "y": 0.72156754772017 }, { "x": 2.45, "y": 0.73015394461744 }, { "x": 2.5, "y": 0.73843629450517 }, { "x": 2.55, "y": 0.7464260797046 }, { "x": 2.6, "y": 0.7541343928856 }, { "x": 2.65, "y": 0.7615719393915 }, { "x": 2.7, "y": 0.7687490416176 }, { "x": 2.75, "y": 0.77567564504124 }, { "x": 2.8, "y": 0.78236132556417 }, { "x": 2.85, "y": 0.7888152978814 }, { "x": 2.9, "y": 0.79504642463596 }, { "x": 2.95, "y": 0.80106322615783 }, { "x": 3, "y": 0.80687389061803 }, { "x": 3.05, "y": 0.81248628445694 }, { "x": 3.1, "y": 0.8179079629695 }, { "x": 3.15, "y": 0.82314618095035 }, { "x": 3.2, "y": 0.82820790331901 }, { "x": 3.25, "y": 0.83309981565964 }, { "x": 3.3, "y": 0.83782833462257 }, { "x": 3.35, "y": 0.84239961814496 }, { "x": 3.4, "y": 0.84681957545687 }, { "x": 3.45, "y": 0.8510938768466 }, { "x": 3.5, "y": 0.85522796316532 }, { "x": 3.55, "y": 0.85922705505636 }, { "x": 3.6, "y": 0.86309616189885 }, { "x": 3.65, "y": 0.86684009045943 }, { "x": 3.7, "y": 0.87046345324835 }, { "x": 3.75, "y": 0.87397067657923 }, { "x": 3.8, "y": 0.87736600833374 }, { "x": 3.85, "y": 0.88065352543397 }, { "x": 3.9, "y": 0.88383714102709 }, { "x": 3.94999999999999, "y": 0.88692061138747 }, { "x": 3.99999999999999, "y": 0.88990754254279 } ] }, { "id": 475, "curve_id": "E20.4", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Medium/large lift station", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.4054651080963842, "sigma": 0.80000000013471784, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.405, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.061733071E-05 }, { "x": 0.1, "y": 0.00035580992115 }, { "x": 0.15, "y": 0.00199955859466 }, { "x": 0.2, "y": 0.00589063969492 }, { "x": 0.25, "y": 0.01255522433896 }, { "x": 0.3, "y": 0.0221206495707 }, { "x": 0.35, "y": 0.0344473980233 }, { "x": 0.4, "y": 0.0492474230848 }, { "x": 0.45, "y": 0.06616640842567 }, { "x": 0.5, "y": 0.0848349334871 }, { "x": 0.55, "y": 0.10489780841755 }, { "x": 0.6, "y": 0.12602932342077 }, { "x": 0.65, "y": 0.14793985169127 }, { "x": 0.7, "y": 0.17037736545053 }, { "x": 0.75, "y": 0.19312610938197 }, { "x": 0.8, "y": 0.21600381085261 }, { "x": 0.85, "y": 0.23885825476437 }, { "x": 0.9, "y": 0.26156370549483 }, { "x": 0.95, "y": 0.28401744503265 }, { "x": 1, "y": 0.30613656640275 }, { "x": 1.05, "y": 0.32785508361679 }, { "x": 1.1, "y": 0.3491213739271 }, { "x": 1.15, "y": 0.36989594268312 }, { "x": 1.2, "y": 0.39014948780405 }, { "x": 1.25, "y": 0.40986123492412 }, { "x": 1.3, "y": 0.42901751261132 }, { "x": 1.35, "y": 0.44761053783245 }, { "x": 1.4, "y": 0.46563738388897 }, { "x": 1.45, "y": 0.4830991056848 }, { "x": 1.5, "y": 0.5 }, { "x": 1.55, "y": 0.51634698119802 }, { "x": 1.6, "y": 0.53214905536748 }, { "x": 1.65, "y": 0.54741687823122 }, { "x": 1.7, "y": 0.56216238422932 }, { "x": 1.75, "y": 0.57639847600173 }, { "x": 1.8, "y": 0.59013876507588 }, { "x": 1.85, "y": 0.60339735592837 }, { "x": 1.9, "y": 0.61618866675954 }, { "x": 1.95, "y": 0.62852728132096 }, { "x": 2, "y": 0.64042782698928 }, { "x": 2.05, "y": 0.65190487500674 }, { "x": 2.1, "y": 0.66297285942656 }, { "x": 2.15, "y": 0.67364601182618 }, { "x": 2.2, "y": 0.683938309297 }, { "x": 2.25, "y": 0.69386343359725 }, { "x": 2.3, "y": 0.70343473967564 }, { "x": 2.35, "y": 0.71266523204546 }, { "x": 2.4, "y": 0.72156754772017 }, { "x": 2.45, "y": 0.73015394461744 }, { "x": 2.5, "y": 0.73843629450517 }, { "x": 2.55, "y": 0.7464260797046 }, { "x": 2.6, "y": 0.7541343928856 }, { "x": 2.65, "y": 0.7615719393915 }, { "x": 2.7, "y": 0.7687490416176 }, { "x": 2.75, "y": 0.77567564504124 }, { "x": 2.8, "y": 0.78236132556417 }, { "x": 2.85, "y": 0.7888152978814 }, { "x": 2.9, "y": 0.79504642463596 }, { "x": 2.95, "y": 0.80106322615783 }, { "x": 3, "y": 0.80687389061803 }, { "x": 3.05, "y": 0.81248628445694 }, { "x": 3.1, "y": 0.8179079629695 }, { "x": 3.15, "y": 0.82314618095035 }, { "x": 3.2, "y": 0.82820790331901 }, { "x": 3.25, "y": 0.83309981565964 }, { "x": 3.3, "y": 0.83782833462257 }, { "x": 3.35, "y": 0.84239961814496 }, { "x": 3.4, "y": 0.84681957545687 }, { "x": 3.45, "y": 0.8510938768466 }, { "x": 3.5, "y": 0.85522796316532 }, { "x": 3.55, "y": 0.85922705505636 }, { "x": 3.6, "y": 0.86309616189885 }, { "x": 3.65, "y": 0.86684009045943 }, { "x": 3.7, "y": 0.87046345324835 }, { "x": 3.75, "y": 0.87397067657923 }, { "x": 3.8, "y": 0.87736600833374 }, { "x": 3.85, "y": 0.88065352543397 }, { "x": 3.9, "y": 0.88383714102709 }, { "x": 3.94999999999999, "y": 0.88692061138747 }, { "x": 3.99999999999999, "y": 0.88990754254279 } ] }, { "id": 476, "curve_id": "E21.1", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Masonry kindergarten, primary, lower secondary, higher secondary schools and others", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021b)", "source_detail": "Giordano, N., De Luca, F., Sextos, A., Ramirez Cortes, F., Fonseca Ferreira, C., and Wu, J.: Empirical seismic fragility models for Nepalese school buildings, Nat Hazards, 105, 339–362, https://doi.org/10.1007/s11069-020-04312-1, 2021b.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "datapoints_given", "mu": -0.597837000887403, "sigma": 0.75999999947133934, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.598, σ=0.760, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00080214578783 }, { "x": 0.1, "y": 0.01244551875436 }, { "x": 0.15, "y": 0.0436715174027 }, { "x": 0.2, "y": 0.09158564944487 }, { "x": 0.25, "y": 0.14976451509924 }, { "x": 0.3, "y": 0.21256667704156 }, { "x": 0.35, "y": 0.27601623855341 }, { "x": 0.4, "y": 0.33760146413576 }, { "x": 0.45, "y": 0.39587439849964 }, { "x": 0.5, "y": 0.45010022553698 }, { "x": 0.55, "y": 0.5 }, { "x": 0.6, "y": 0.54557477994609 }, { "x": 0.65, "y": 0.58698965793729 }, { "x": 0.7, "y": 0.62449902780911 }, { "x": 0.75, "y": 0.65839935237049 }, { "x": 0.8, "y": 0.68899995836465 }, { "x": 0.85, "y": 0.71660551715538 }, { "x": 0.9, "y": 0.74150602921185 }, { "x": 0.95, "y": 0.76397157640581 }, { "x": 1, "y": 0.78425006074348 } ] }, { "id": 477, "curve_id": "E21.10", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Brick-cement unreinforced masonry two-to-four stories (URM-BC24)", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021a)", "source_detail": "Giordano, N., Luca, F. De, and Sextos, A.: Analytical fragility curves for masonry school building portfolios in Nepal, Bulletin of Earthquake Engineering, 19, 1121–1150, https://doi.org/10.1007/s10518-020-00989-8, 2021a.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "datapoints_given", "mu": -1.07880966137195, "sigma": 0.32000000000015821, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.079, σ=0.320, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.04674E-09 }, { "x": 0.1, "y": 6.557254882E-05 }, { "x": 0.15, "y": 0.00527562679702 }, { "x": 0.2, "y": 0.04863721217006 }, { "x": 0.25, "y": 0.16830381845247 }, { "x": 0.3, "y": 0.34784879137762 }, { "x": 0.35, "y": 0.53608924266305 }, { "x": 0.4, "y": 0.69422832281252 }, { "x": 0.45, "y": 0.80946966343235 }, { "x": 0.5, "y": 0.88593603265643 }, { "x": 0.55, "y": 0.9335855791106 }, { "x": 0.6, "y": 0.96204693801304 }, { "x": 0.65, "y": 0.97857060861471 }, { "x": 0.7, "y": 0.98798567963301 }, { "x": 0.75, "y": 0.99328716606977 }, { "x": 0.8, "y": 0.99625189233383 }, { "x": 0.85, "y": 0.99790445102862 }, { "x": 0.9, "y": 0.99882505209313 }, { "x": 0.95, "y": 0.99933860419636 }, { "x": 1, "y": 0.9996259014059 }, { "x": 1.05, "y": 0.99978725681419 }, { "x": 1.1, "y": 0.99987830873273 }, { "x": 1.15, "y": 0.99992996263188 }, { "x": 1.2, "y": 0.99995943461661 }, { "x": 1.25, "y": 0.99997635215364 }, { "x": 1.3, "y": 0.99998612392857 }, { "x": 1.35, "y": 0.99999180424886 }, { "x": 1.4, "y": 0.99999512750966 }, { "x": 1.45, "y": 0.99999708436085 }, { "x": 1.5, "y": 0.9999982440651 }, { "x": 1.55, "y": 0.99999893576111 }, { "x": 1.6, "y": 0.99999935094002 }, { "x": 1.65, "y": 0.99999960170896 }, { "x": 1.7, "y": 0.99999975411138 }, { "x": 1.75, "y": 0.99999984729658 }, { "x": 1.8, "y": 0.9999999046149 }, { "x": 1.85, "y": 0.99999994007857 }, { "x": 1.9, "y": 0.99999996214688 }, { "x": 1.95, "y": 0.99999997595708 }, { "x": 2, "y": 0.9999999846472 }, { "x": 2.05, "y": 0.99999999014511 }, { "x": 2.1, "y": 0.99999999364187 }, { "x": 2.15, "y": 0.99999999587739 }, { "x": 2.2, "y": 0.99999999731385 }, { "x": 2.25, "y": 0.99999999824144 }, { "x": 2.3, "y": 0.99999999884333 }, { "x": 2.35, "y": 0.99999999923575 }, { "x": 2.4, "y": 0.99999999949278 }, { "x": 2.45, "y": 0.99999999966189 }, { "x": 2.5, "y": 0.99999999977366 }, { "x": 2.55, "y": 0.99999999984785 }, { "x": 2.6, "y": 0.9999999998973 }, { "x": 2.65, "y": 0.99999999993041 }, { "x": 2.7, "y": 0.99999999995265 }, { "x": 2.75, "y": 0.99999999996767 }, { "x": 2.8, "y": 0.99999999997784 }, { "x": 2.85, "y": 0.99999999998475 }, { "x": 2.9, "y": 0.99999999998947 }, { "x": 2.95, "y": 0.99999999999271 }, { "x": 3, "y": 0.99999999999493 }, { "x": 3.05, "y": 0.99999999999646 }, { "x": 3.1, "y": 0.99999999999752 }, { "x": 3.15, "y": 0.99999999999826 }, { "x": 3.2, "y": 0.99999999999878 }, { "x": 3.25, "y": 0.99999999999913 }, { "x": 3.3, "y": 0.99999999999939 }, { "x": 3.35, "y": 0.99999999999956 }, { "x": 3.4, "y": 0.99999999999969 }, { "x": 3.45, "y": 0.99999999999978 }, { "x": 3.5, "y": 0.99999999999984 }, { "x": 3.55, "y": 0.99999999999989 }, { "x": 3.6, "y": 0.99999999999992 }, { "x": 3.65, "y": 0.99999999999994 }, { "x": 3.7, "y": 0.99999999999996 }, { "x": 3.75, "y": 0.99999999999997 }, { "x": 3.8, "y": 0.99999999999998 }, { "x": 3.85, "y": 0.99999999999998 }, { "x": 3.9, "y": 0.99999999999999 }, { "x": 3.94999999999999, "y": 0.99999999999999 }, { "x": 3.99999999999999, "y": 0.99999999999999 } ] }, { "id": 478, "curve_id": "E21.11", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "four-story reinforced concrete shear wall building with moment resisting frames", "source_type": "Peer-reviewed", "source_abbrev": "Hancilar et al. (2014)", "source_detail": "Hancilar, U., Çakt, E., Erdik, M., Franco, G. E., and Deodatis, G.: Earthquake vulnerability of school buildings : Probabilistic structural fragility analyses, Soil Dynamics and Earthquake Engineering, 67, 169–178, https://doi.org/10.1016/j.soildyn.2014.09.005, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "datapoints_given", "mu": 0.36672427979173339, "sigma": 0.40999999999999931, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.367, σ=0.410, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Turkey", "hazard_type": "Earthquake", "num_points": 27, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 3.745E-11 }, { "x": 0.15, "y": 1.679906E-08 }, { "x": 0.2, "y": 7.1812296E-07 }, { "x": 0.25, "y": 9.52879821E-06 }, { "x": 0.3, "y": 6.381992424E-05 }, { "x": 0.35, "y": 0.00027515536126 }, { "x": 0.4, "y": 0.0008761019238 }, { "x": 0.45, "y": 0.00224136921247 }, { "x": 0.5, "y": 0.00486821076398 }, { "x": 0.55, "y": 0.00932162665568 }, { "x": 0.6, "y": 0.01616261540409 }, { "x": 0.65, "y": 0.02587909535463 }, { "x": 0.7, "y": 0.03883330907033 }, { "x": 0.75, "y": 0.05523177732347 }, { "x": 0.8, "y": 0.0751174823848 }, { "x": 0.85, "y": 0.09838008578484 }, { "x": 0.9, "y": 0.12477844335397 }, { "x": 0.95, "y": 0.1539697640492 }, { "x": 1, "y": 0.18554072888947 }, { "x": 1.05, "y": 0.21903717675466 }, { "x": 1.1, "y": 0.25399022208527 }, { "x": 1.15, "y": 0.28993771849122 }, { "x": 1.2, "y": 0.32644076383447 }, { "x": 1.25, "y": 0.36309546702453 }, { "x": 1.3, "y": 0.39954050733019 } ] }, { "id": 479, "curve_id": "E21.12", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "four-story reinforced concrete shear wall building with moment resisting frames", "source_type": "Peer-reviewed", "source_abbrev": "Hancilar et al. (2014)", "source_detail": "Hancilar, U., Çakt, E., Erdik, M., Franco, G. E., and Deodatis, G.: Earthquake vulnerability of school buildings : Probabilistic structural fragility analyses, Soil Dynamics and Earthquake Engineering, 67, 169–178, https://doi.org/10.1016/j.soildyn.2014.09.005, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "datapoints_given", "mu": 4.774068722449722, "sigma": 0.15000000000093247, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.774, σ=0.150, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Turkey", "hazard_type": "Earthquake", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 2E-14 }, { "x": 39, "y": 7E-14 }, { "x": 40, "y": 2.3E-13 }, { "x": 41, "y": 7.7E-13 }, { "x": 42, "y": 2.43E-12 }, { "x": 43, "y": 7.27E-12 }, { "x": 44, "y": 2.067E-11 }, { "x": 45, "y": 5.616E-11 }, { "x": 46, "y": 1.4611E-10 }, { "x": 47, "y": 3.6493E-10 }, { "x": 48, "y": 8.7685E-10 }, { "x": 49, "y": 2.03091E-09 }, { "x": 50, "y": 4.5428E-09 }, { "x": 51, "y": 9.83073E-09 }, { "x": 52, "y": 2.061507E-08 }, { "x": 53, "y": 4.195507E-08 }, { "x": 54, "y": 8.29861E-08 }, { "x": 55, "y": 1.5974599E-07 }, { "x": 56, "y": 2.9964333E-07 }, { "x": 57, "y": 5.48331E-07 }, { "x": 58, "y": 9.8000325E-07 }, { "x": 59, "y": 1.71243284E-06 }, { "x": 60, "y": 2.92839448E-06 }, { "x": 61, "y": 4.90546385E-06 }, { "x": 62, "y": 8.05651144E-06 }, { "x": 63, "y": 1.298349159E-05 }, { "x": 64, "y": 2.054731705E-05 }, { "x": 65, "y": 3.195666067E-05 }, { "x": 66, "y": 4.887839138E-05 }, { "x": 67, "y": 7.3571986E-05 }, { "x": 68, "y": 0.00010904962791 }, { "x": 69, "y": 0.00015926278652 }, { "x": 70, "y": 0.00022931486786 }, { "x": 71, "y": 0.00032569805736 }, { "x": 72, "y": 0.00045655078883 }, { "x": 73, "y": 0.00063193044008 }, { "x": 74, "y": 0.0008640939705 }, { "x": 75, "y": 0.0011677773905 }, { "x": 76, "y": 0.0015604633102 }, { "x": 77, "y": 0.0020626244801 }, { "x": 78, "y": 0.00269793032788 }, { "x": 79, "y": 0.00349340311498 }, { "x": 80, "y": 0.00447951056181 }, { "x": 81, "y": 0.00569018266708 }, { "x": 82, "y": 0.00716274198367 }, { "x": 83, "y": 0.00893773878152 }, { "x": 84, "y": 0.01105868525846 }, { "x": 85, "y": 0.01357168615028 }, { "x": 86, "y": 0.01652496660803 }, { "x": 87, "y": 0.01996830189989 }, { "x": 88, "y": 0.02395235718921 }, { "x": 89, "y": 0.02852794917 }, { "x": 90, "y": 0.03374524454254 }, { "x": 91, "y": 0.03965291303887 }, { "x": 92, "y": 0.04629725483681 }, { "x": 93, "y": 0.05372132363887 }, { "x": 94, "y": 0.06196406738117 }, { "x": 95, "y": 0.07105950845236 }, { "x": 96, "y": 0.08103598445858 }, { "x": 97, "y": 0.09191546901239 }, { "x": 98, "y": 0.10371298982893 }, { "x": 99, "y": 0.1164361586806 }, { "x": 100, "y": 0.13008482461194 }, { "x": 101, "y": 0.14465085837935 }, { "x": 102, "y": 0.16011807249048 }, { "x": 103, "y": 0.17646227760979 }, { "x": 104, "y": 0.19365147259603 }, { "x": 105, "y": 0.21164616215753 }, { "x": 106, "y": 0.23039979315123 }, { "x": 107, "y": 0.24985929798823 }, { "x": 108, "y": 0.26996573150274 }, { "x": 109, "y": 0.29065498602736 }, { "x": 110, "y": 0.31185856831402 }, { "x": 111, "y": 0.33350442134258 }, { "x": 112, "y": 0.35551777394846 }, { "x": 113, "y": 0.37782200154132 }, { "x": 114, "y": 0.40033948193243 }, { "x": 115, "y": 0.42299243138289 }, { "x": 116, "y": 0.44570370736608 }, { "x": 117, "y": 0.46839756614221 }, { "x": 118, "y": 0.49100036500389 }, { "x": 119, "y": 0.5134412009075 }, { "x": 120, "y": 0.53565247909523 } ] }, { "id": 480, "curve_id": "E21.13", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "four-story reinforced concrete shear wall building with moment resisting frames", "source_type": "Peer-reviewed", "source_abbrev": "Hancilar et al. (2014)", "source_detail": "Hancilar, U., Çakt, E., Erdik, M., Franco, G. E., and Deodatis, G.: Earthquake vulnerability of school buildings : Probabilistic structural fragility analyses, Soil Dynamics and Earthquake Engineering, 67, 169–178, https://doi.org/10.1016/j.soildyn.2014.09.005, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "datapoints_given", "mu": 2.0476928433652555, "sigma": 1.6, "method": "Simple estimation", "mu_sigma_quality": 0.1, "mu_sigma_reconstruct": false, "raw_reconstruct": true, "reconstruct_method": "Use raw data points", "calculation_notes": "Estimation: μ=2.048 (from median~7.750), σ=1.600; Mu/sigma quality too low for reconstruction (quality: 0.100); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Elastic spectral displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Turkey", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 1, "y": 0 }, { "x": 1.5, "y": 0 }, { "x": 2, "y": 0 }, { "x": 2.5, "y": 0 }, { "x": 3, "y": 0 }, { "x": 3.5, "y": 0 }, { "x": 4, "y": 0 }, { "x": 4.5, "y": 0 }, { "x": 5, "y": 0 }, { "x": 5.5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 6.5, "y": 0 }, { "x": 7, "y": 0 }, { "x": 7.5, "y": 0 }, { "x": 8, "y": 0 }, { "x": 8.5, "y": 0 }, { "x": 9, "y": 0 }, { "x": 9.5, "y": 0 }, { "x": 10, "y": 0 }, { "x": 10.5, "y": 0 }, { "x": 11, "y": 0 }, { "x": 11.5, "y": 0 }, { "x": 12, "y": 0 }, { "x": 12.5, "y": 0 }, { "x": 13, "y": 0 }, { "x": 13.5, "y": 0 }, { "x": 14, "y": 0 }, { "x": 14.5, "y": 0 }, { "x": 15, "y": 0 } ] }, { "id": 481, "curve_id": "E21.14", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "RC frame- two story - non-seismic design (especially used for primary and secondary schools)", "source_type": "Peer-reviewed", "source_abbrev": "D'Ayala et al. (2020)", "source_detail": "D’Ayala, D., Galasso, C., Nassirpour, A., Adhikari, R. K., Yamin, L., Fernandez, R., Lo, D., Garciano, L., and Oreta, A.: Resilient communities through safer schools, International Journal of Disaster Risk Reduction, 45, 101446, https://doi.org/10.1016/j.ijdrr.2019.101446, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": 0.35178633461641767, "sigma": 0.4456414355830719, "method": "Curve fitting", "mu_sigma_quality": 0.999865105713804, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.352, σ=0.446, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Philippines", "hazard_type": "Earthquake", "num_points": 41, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0.003 }, { "x": 0.5, "y": 0.012 }, { "x": 0.55, "y": 0.023 }, { "x": 0.6, "y": 0.034 }, { "x": 0.65, "y": 0.045 }, { "x": 0.7, "y": 0.059 }, { "x": 0.75, "y": 0.079 }, { "x": 0.8, "y": 0.104 }, { "x": 0.85, "y": 0.13 }, { "x": 0.9, "y": 0.154 }, { "x": 0.95, "y": 0.178 }, { "x": 1, "y": 0.208 }, { "x": 1.05, "y": 0.243 }, { "x": 1.1, "y": 0.28 }, { "x": 1.15, "y": 0.318 }, { "x": 1.2, "y": 0.351 }, { "x": 1.25, "y": 0.384 }, { "x": 1.3, "y": 0.421 }, { "x": 1.35, "y": 0.456 }, { "x": 1.4, "y": 0.485 }, { "x": 1.45, "y": 0.515 }, { "x": 1.5, "y": 0.548 }, { "x": 1.55, "y": 0.578 }, { "x": 1.6, "y": 0.606 }, { "x": 1.65, "y": 0.629 }, { "x": 1.7, "y": 0.653 }, { "x": 1.75, "y": 0.678 }, { "x": 1.8, "y": 0.703 }, { "x": 1.85, "y": 0.725 }, { "x": 1.9, "y": 0.746 }, { "x": 1.95, "y": 0.764 }, { "x": 2, "y": 0.781 } ] }, { "id": 482, "curve_id": "E21.15", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "RC frame- two story - seismic design (especially used for primary and secondary schools)", "source_type": "Peer-reviewed", "source_abbrev": "D'Ayala et al. (2020)", "source_detail": "D’Ayala, D., Galasso, C., Nassirpour, A., Adhikari, R. K., Yamin, L., Fernandez, R., Lo, D., Garciano, L., and Oreta, A.: Resilient communities through safer schools, International Journal of Disaster Risk Reduction, 45, 101446, https://doi.org/10.1016/j.ijdrr.2019.101446, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": 0.50228525605193119, "sigma": 0.4249169907264595, "method": "Curve fitting", "mu_sigma_quality": 0.99982422445052632, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.502, σ=0.425, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Philippines", "hazard_type": "Earthquake", "num_points": 41, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0.001 }, { "x": 0.5, "y": 0.002 }, { "x": 0.55, "y": 0.006 }, { "x": 0.6, "y": 0.015 }, { "x": 0.65, "y": 0.022 }, { "x": 0.7, "y": 0.028 }, { "x": 0.75, "y": 0.036 }, { "x": 0.8, "y": 0.046 }, { "x": 0.85, "y": 0.055 }, { "x": 0.9, "y": 0.077 }, { "x": 0.95, "y": 0.098 }, { "x": 1, "y": 0.12 }, { "x": 1.05, "y": 0.143 }, { "x": 1.1, "y": 0.167 }, { "x": 1.15, "y": 0.194 }, { "x": 1.2, "y": 0.222 }, { "x": 1.25, "y": 0.254 }, { "x": 1.3, "y": 0.287 }, { "x": 1.35, "y": 0.319 }, { "x": 1.4, "y": 0.351 }, { "x": 1.45, "y": 0.381 }, { "x": 1.5, "y": 0.409 }, { "x": 1.55, "y": 0.438 }, { "x": 1.6, "y": 0.467 }, { "x": 1.65, "y": 0.496 }, { "x": 1.7, "y": 0.523 }, { "x": 1.75, "y": 0.549 }, { "x": 1.8, "y": 0.58 }, { "x": 1.85, "y": 0.612 }, { "x": 1.9, "y": 0.634 }, { "x": 1.95, "y": 0.653 }, { "x": 2, "y": 0.673 } ] }, { "id": 483, "curve_id": "E21.16", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "RC frame - three story- non-seismic design (especially used for primary and secondary schools)", "source_type": "Peer-reviewed", "source_abbrev": "D'Ayala et al. (2020)", "source_detail": "D’Ayala, D., Galasso, C., Nassirpour, A., Adhikari, R. K., Yamin, L., Fernandez, R., Lo, D., Garciano, L., and Oreta, A.: Resilient communities through safer schools, International Journal of Disaster Risk Reduction, 45, 101446, https://doi.org/10.1016/j.ijdrr.2019.101446, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": 0.038875694027302315, "sigma": 0.31936364351998009, "method": "Curve fitting", "mu_sigma_quality": 0.99991162615474138, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.039, σ=0.319, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Philippines", "hazard_type": "Earthquake", "num_points": 41, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0.004 }, { "x": 0.5, "y": 0.013 }, { "x": 0.55, "y": 0.026 }, { "x": 0.6, "y": 0.045 }, { "x": 0.65, "y": 0.072 }, { "x": 0.7, "y": 0.114 }, { "x": 0.75, "y": 0.161 }, { "x": 0.8, "y": 0.209 }, { "x": 0.85, "y": 0.264 }, { "x": 0.9, "y": 0.327 }, { "x": 0.95, "y": 0.38 }, { "x": 1, "y": 0.454 }, { "x": 1.05, "y": 0.506 }, { "x": 1.1, "y": 0.563 }, { "x": 1.15, "y": 0.619 }, { "x": 1.2, "y": 0.671 }, { "x": 1.25, "y": 0.714 }, { "x": 1.3, "y": 0.767 }, { "x": 1.35, "y": 0.796 }, { "x": 1.4, "y": 0.829 }, { "x": 1.45, "y": 0.855 }, { "x": 1.5, "y": 0.876 }, { "x": 1.55, "y": 0.892 }, { "x": 1.6, "y": 0.911 }, { "x": 1.65, "y": 0.93 }, { "x": 1.7, "y": 0.943 }, { "x": 1.75, "y": 0.951 }, { "x": 1.8, "y": 0.958 }, { "x": 1.85, "y": 0.964 }, { "x": 1.9, "y": 0.971 }, { "x": 1.95, "y": 0.978 }, { "x": 2, "y": 0.978 } ] }, { "id": 484, "curve_id": "E21.17", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "RC frame - three story- seismic design (especially used for primary and secondary schools)", "source_type": "Peer-reviewed", "source_abbrev": "D'Ayala et al. (2020)", "source_detail": "D’Ayala, D., Galasso, C., Nassirpour, A., Adhikari, R. K., Yamin, L., Fernandez, R., Lo, D., Garciano, L., and Oreta, A.: Resilient communities through safer schools, International Journal of Disaster Risk Reduction, 45, 101446, https://doi.org/10.1016/j.ijdrr.2019.101446, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": 0.24020408063886733, "sigma": 0.346481377559919, "method": "Curve fitting", "mu_sigma_quality": 0.99993337107514535, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.240, σ=0.346, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Philippines", "hazard_type": "Earthquake", "num_points": 41, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0.003 }, { "x": 0.55, "y": 0.004 }, { "x": 0.6, "y": 0.012 }, { "x": 0.65, "y": 0.021 }, { "x": 0.7, "y": 0.038 }, { "x": 0.75, "y": 0.061 }, { "x": 0.8, "y": 0.089 }, { "x": 0.85, "y": 0.122 }, { "x": 0.9, "y": 0.158 }, { "x": 0.95, "y": 0.196 }, { "x": 1, "y": 0.241 }, { "x": 1.05, "y": 0.291 }, { "x": 1.1, "y": 0.342 }, { "x": 1.15, "y": 0.392 }, { "x": 1.2, "y": 0.438 }, { "x": 1.25, "y": 0.481 }, { "x": 1.3, "y": 0.523 }, { "x": 1.35, "y": 0.57 }, { "x": 1.4, "y": 0.615 }, { "x": 1.45, "y": 0.65 }, { "x": 1.5, "y": 0.683 }, { "x": 1.55, "y": 0.716 }, { "x": 1.6, "y": 0.746 }, { "x": 1.65, "y": 0.773 }, { "x": 1.7, "y": 0.796 }, { "x": 1.75, "y": 0.815 }, { "x": 1.8, "y": 0.838 }, { "x": 1.85, "y": 0.86 }, { "x": 1.9, "y": 0.876 }, { "x": 1.95, "y": 0.891 }, { "x": 2, "y": 0.905 } ] }, { "id": 485, "curve_id": "E21.18", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Concrete ", "source_type": "Peer-reviewed", "source_abbrev": "Samadian et al. (2019)", "source_detail": "Samadian, D., Ghafory-ashtiany, M., Naderpour, H., and Eghbali, M.: Seismic resilience evaluation based on vulnerability curves for existing and retrofitted typical RC school buildings, Soil Dynamics and Earthquake Engineering, 127, 105844, https://doi.org/10.1016/j.soildyn.2019.105844, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": 0.39192535674628765, "sigma": 0.32983823905044346, "method": "Curve fitting", "mu_sigma_quality": 0.99998220016966866, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.392, σ=0.330, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0.001 }, { "x": 0.6, "y": 0.003 }, { "x": 0.65, "y": 0.007 }, { "x": 0.7, "y": 0.012 }, { "x": 0.75, "y": 0.021 }, { "x": 0.8, "y": 0.033 }, { "x": 0.85, "y": 0.049 }, { "x": 0.9, "y": 0.07 }, { "x": 0.95, "y": 0.091 }, { "x": 1, "y": 0.121 }, { "x": 1.05, "y": 0.152 }, { "x": 1.1, "y": 0.185 }, { "x": 1.15, "y": 0.22 }, { "x": 1.2, "y": 0.263 }, { "x": 1.25, "y": 0.303 }, { "x": 1.3, "y": 0.342 }, { "x": 1.35, "y": 0.395 }, { "x": 1.4, "y": 0.435 }, { "x": 1.45, "y": 0.471 }, { "x": 1.5, "y": 0.512 }, { "x": 1.55, "y": 0.553 }, { "x": 1.6, "y": 0.594 }, { "x": 1.65, "y": 0.629 }, { "x": 1.7, "y": 0.661 }, { "x": 1.75, "y": 0.692 }, { "x": 1.8, "y": 0.722 }, { "x": 1.85, "y": 0.751 }, { "x": 1.9, "y": 0.781 }, { "x": 1.95, "y": 0.801 }, { "x": 2, "y": 0.82 }, { "x": 2.05, "y": 0.839 }, { "x": 2.1, "y": 0.856 }, { "x": 2.15, "y": 0.872 }, { "x": 2.2, "y": 0.887 }, { "x": 2.25, "y": 0.902 }, { "x": 2.3, "y": 0.912 }, { "x": 2.35, "y": 0.921 }, { "x": 2.4, "y": 0.93 }, { "x": 2.45, "y": 0.937 }, { "x": 2.5, "y": 0.944 }, { "x": 2.55, "y": 0.951 }, { "x": 2.6, "y": 0.956 }, { "x": 2.65, "y": 0.96 }, { "x": 2.7, "y": 0.965 }, { "x": 2.75, "y": 0.969 }, { "x": 2.8, "y": 0.973 }, { "x": 2.85, "y": 0.976 }, { "x": 2.9, "y": 0.979 }, { "x": 2.95, "y": 0.982 }, { "x": 3, "y": 0.984 }, { "x": 3.05, "y": 0.986 }, { "x": 3.1, "y": 0.988 }, { "x": 3.15, "y": 0.988 }, { "x": 3.2, "y": 0.989 }, { "x": 3.25, "y": 0.99 }, { "x": 3.3, "y": 0.991 }, { "x": 3.35, "y": 0.992 }, { "x": 3.4, "y": 0.993 }, { "x": 3.45, "y": 0.994 }, { "x": 3.5, "y": 0.995 }, { "x": 3.55, "y": 0.995 }, { "x": 3.6, "y": 0.996 }, { "x": 3.65, "y": 0.997 }, { "x": 3.7, "y": 0.998 }, { "x": 3.75, "y": 0.998 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.95, "y": 1 }, { "x": 4, "y": 1 }, { "x": 4.05, "y": 1 }, { "x": 4.1, "y": 1 }, { "x": 4.15, "y": 1 }, { "x": 4.2, "y": 1 }, { "x": 4.25, "y": 1 }, { "x": 4.3, "y": 1 }, { "x": 4.35, "y": 1 }, { "x": 4.4, "y": 1 }, { "x": 4.45, "y": 1 }, { "x": 4.5, "y": 1 }, { "x": 4.55, "y": 1 }, { "x": 4.6, "y": 1 }, { "x": 4.65, "y": 1 }, { "x": 4.7, "y": 1 }, { "x": 4.75, "y": 1 }, { "x": 4.8, "y": 1 }, { "x": 4.85, "y": 1 }, { "x": 4.9, "y": 1 }, { "x": 4.95, "y": 1 }, { "x": 5, "y": 1 } ] }, { "id": 486, "curve_id": "E21.19", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Reinforced concrete", "source_type": "Peer-reviewed", "source_abbrev": "Samadian et al. (2019)", "source_detail": "Samadian, D., Ghafory-ashtiany, M., Naderpour, H., and Eghbali, M.: Seismic resilience evaluation based on vulnerability curves for existing and retrofitted typical RC school buildings, Soil Dynamics and Earthquake Engineering, 127, 105844, https://doi.org/10.1016/j.soildyn.2019.105844, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": 1.0757405331219194, "sigma": 0.38807962797015705, "method": "Curve fitting", "mu_sigma_quality": 0.99997668259871442, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.076, σ=0.388, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0 }, { "x": 0.65, "y": 0 }, { "x": 0.7, "y": 0 }, { "x": 0.75, "y": 0 }, { "x": 0.8, "y": 0 }, { "x": 0.85, "y": 0 }, { "x": 0.9, "y": 0 }, { "x": 0.95, "y": 0.002 }, { "x": 1, "y": 0.004 }, { "x": 1.05, "y": 0.006 }, { "x": 1.1, "y": 0.008 }, { "x": 1.15, "y": 0.011 }, { "x": 1.2, "y": 0.014 }, { "x": 1.25, "y": 0.017 }, { "x": 1.3, "y": 0.02 }, { "x": 1.35, "y": 0.025 }, { "x": 1.4, "y": 0.029 }, { "x": 1.45, "y": 0.036 }, { "x": 1.5, "y": 0.042 }, { "x": 1.55, "y": 0.049 }, { "x": 1.6, "y": 0.056 }, { "x": 1.65, "y": 0.067 }, { "x": 1.7, "y": 0.079 }, { "x": 1.75, "y": 0.09 }, { "x": 1.8, "y": 0.102 }, { "x": 1.85, "y": 0.117 }, { "x": 1.9, "y": 0.132 }, { "x": 1.95, "y": 0.147 }, { "x": 2, "y": 0.163 }, { "x": 2.05, "y": 0.179 }, { "x": 2.1, "y": 0.197 }, { "x": 2.15, "y": 0.214 }, { "x": 2.2, "y": 0.231 }, { "x": 2.25, "y": 0.248 }, { "x": 2.3, "y": 0.264 }, { "x": 2.35, "y": 0.282 }, { "x": 2.4, "y": 0.303 }, { "x": 2.45, "y": 0.323 }, { "x": 2.5, "y": 0.342 }, { "x": 2.55, "y": 0.36 }, { "x": 2.6, "y": 0.379 }, { "x": 2.65, "y": 0.397 }, { "x": 2.7, "y": 0.416 }, { "x": 2.75, "y": 0.434 }, { "x": 2.8, "y": 0.452 }, { "x": 2.85, "y": 0.47 }, { "x": 2.9, "y": 0.488 }, { "x": 2.95, "y": 0.504 }, { "x": 3, "y": 0.521 }, { "x": 3.05, "y": 0.539 }, { "x": 3.1, "y": 0.557 }, { "x": 3.15, "y": 0.575 }, { "x": 3.2, "y": 0.591 }, { "x": 3.25, "y": 0.608 }, { "x": 3.3, "y": 0.624 }, { "x": 3.35, "y": 0.637 }, { "x": 3.4, "y": 0.649 }, { "x": 3.45, "y": 0.662 }, { "x": 3.5, "y": 0.674 }, { "x": 3.55, "y": 0.686 }, { "x": 3.6, "y": 0.699 }, { "x": 3.65, "y": 0.711 }, { "x": 3.7, "y": 0.722 }, { "x": 3.75, "y": 0.734 }, { "x": 3.8, "y": 0.745 }, { "x": 3.85, "y": 0.757 }, { "x": 3.9, "y": 0.768 }, { "x": 3.95, "y": 0.779 }, { "x": 4, "y": 0.79 }, { "x": 4.05, "y": 0.802 }, { "x": 4.1, "y": 0.809 }, { "x": 4.15, "y": 0.817 }, { "x": 4.2, "y": 0.824 }, { "x": 4.25, "y": 0.832 }, { "x": 4.3, "y": 0.839 }, { "x": 4.35, "y": 0.846 }, { "x": 4.4, "y": 0.852 }, { "x": 4.45, "y": 0.859 }, { "x": 4.5, "y": 0.865 }, { "x": 4.55, "y": 0.871 }, { "x": 4.6, "y": 0.876 }, { "x": 4.65, "y": 0.882 }, { "x": 4.7, "y": 0.887 }, { "x": 4.75, "y": 0.893 }, { "x": 4.8, "y": 0.898 }, { "x": 4.85, "y": 0.903 }, { "x": 4.9, "y": 0.908 }, { "x": 4.95, "y": 0.913 }, { "x": 5, "y": 0.914 } ] }, { "id": 487, "curve_id": "E21.2", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Reinforced steel frame kindergarten, primary, lower secondary, higher secondary schools and others", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021b)", "source_detail": "Giordano, N., De Luca, F., Sextos, A., Ramirez Cortes, F., Fonseca Ferreira, C., and Wu, J.: Empirical seismic fragility models for Nepalese school buildings, Nat Hazards, 105, 339–362, https://doi.org/10.1007/s11069-020-04312-1, 2021b.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "datapoints_given", "mu": 0.1222176325676174, "sigma": 0.83999999979764384, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.122, σ=0.840, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00010287693737 }, { "x": 0.1, "y": 0.00194671230385 }, { "x": 0.15, "y": 0.00810897767404 }, { "x": 0.2, "y": 0.01962793445382 }, { "x": 0.25, "y": 0.03625937809184 }, { "x": 0.3, "y": 0.05719118276644 }, { "x": 0.35, "y": 0.08146489268346 }, { "x": 0.4, "y": 0.10816991617575 }, { "x": 0.45, "y": 0.1365171611903 }, { "x": 0.5, "y": 0.1658557208464 }, { "x": 0.55, "y": 0.19566499945533 }, { "x": 0.6, "y": 0.22553783749487 }, { "x": 0.65, "y": 0.25516177179508 }, { "x": 0.7, "y": 0.28430147522359 }, { "x": 0.75, "y": 0.31278347723591 }, { "x": 0.8, "y": 0.34048337625148 }, { "x": 0.85, "y": 0.36731537488257 }, { "x": 0.9, "y": 0.39322383257048 }, { "x": 0.95, "y": 0.41817650587281 }, { "x": 1, "y": 0.4421591703305 } ] }, { "id": 488, "curve_id": "E21.20", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Reinforced concrete", "source_type": "Peer-reviewed", "source_abbrev": "Baballëku & Pojani (2008)", "source_detail": "Baballëku, M. and Pojani, N.: Fragility evaluation of existing typified school buildings in Albania, Acta Geodaetica et Geophysica Hungarica, 43, 309–325, https://doi.org/10.1556/AGeod.43.2008.2–3.16, 2008.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "datapoints_given", "mu": 2.4507464425208183, "sigma": 0.81200000093963554, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.451, σ=0.812, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Elastic spectral displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Albania", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.5, "y": 5.401946861E-05 }, { "x": 1, "y": 0.00127157026649 }, { "x": 1.5, "y": 0.00588745208571 }, { "x": 2, "y": 0.01521180572862 }, { "x": 2.5, "y": 0.02939745576935 }, { "x": 3, "y": 0.04793744301828 }, { "x": 3.5, "y": 0.07005935508784 }, { "x": 4, "y": 0.09494550852184 }, { "x": 4.5, "y": 0.12183783581434 }, { "x": 5, "y": 0.15007908709084 }, { "x": 5.5, "y": 0.17912176017611 }, { "x": 6, "y": 0.20852198564629 }, { "x": 6.5, "y": 0.23792734922893 }, { "x": 7, "y": 0.26706313887013 }, { "x": 7.5, "y": 0.29571912577981 }, { "x": 8, "y": 0.32373775935585 }, { "x": 8.5, "y": 0.3510040386906 }, { "x": 9, "y": 0.3774370286361 }, { "x": 9.5, "y": 0.40298286114182 }, { "x": 10, "y": 0.42760902026247 }, { "x": 10.5, "y": 0.4512997081915 }, { "x": 11, "y": 0.47405210703296 }, { "x": 11.5, "y": 0.49587337504133 }, { "x": 12, "y": 0.51677824093404 }, { "x": 12.5, "y": 0.53678708295215 }, { "x": 13, "y": 0.55592439958062 }, { "x": 13.5, "y": 0.57421759602806 }, { "x": 14, "y": 0.59169602487968 }, { "x": 14.5, "y": 0.60839023110732 }, { "x": 15, "y": 0.62433136121986 } ] }, { "id": 489, "curve_id": "E21.21", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Hospitals", "ci_detail": "Near-field (i.e., less than 10 km from the fault)", "source_type": "Peer-reviewed", "source_abbrev": "Ranjbar & Naderpour (2020)", "source_detail": "Ranjbar, P. R. and Naderpour, H.: Probabilistic evaluation of seismic resilience for typical vital buildings in terms of vulnerability curves, Structures, 23, 314–323, https://doi.org/10.1016/j.istruc.2019.10.017, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": -0.963077742128525, "sigma": 0.279102527520411, "method": "Curve fitting", "mu_sigma_quality": 0.99976485215580035, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.963, σ=0.279, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 51, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.002 }, { "x": 0.1, "y": 0.003 }, { "x": 0.15, "y": 0.006 }, { "x": 0.2, "y": 0.026 }, { "x": 0.25, "y": 0.081 }, { "x": 0.3, "y": 0.184 }, { "x": 0.35, "y": 0.376 }, { "x": 0.4, "y": 0.575 }, { "x": 0.45, "y": 0.707 }, { "x": 0.5, "y": 0.837 }, { "x": 0.55, "y": 0.912 }, { "x": 0.6, "y": 0.947 }, { "x": 0.65, "y": 0.974 }, { "x": 0.7, "y": 0.994 }, { "x": 0.75, "y": 0.999 }, { "x": 0.8, "y": 1 }, { "x": 0.85, "y": 1 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 } ] }, { "id": 490, "curve_id": "E21.22", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Hospitals", "ci_detail": "Far-field (i.e., equal or greater than 10 km from the fault)", "source_type": "Peer-reviewed", "source_abbrev": "Ranjbar & Naderpour (2020)", "source_detail": "Ranjbar, P. R. and Naderpour, H.: Probabilistic evaluation of seismic resilience for typical vital buildings in terms of vulnerability curves, Structures, 23, 314–323, https://doi.org/10.1016/j.istruc.2019.10.017, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": -0.124827739056425, "sigma": 0.490621042196953, "method": "Curve fitting", "mu_sigma_quality": 0.99992300731492234, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.125, σ=0.491, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 51, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.001 }, { "x": 0.1, "y": 0.001 }, { "x": 0.15, "y": 0.002 }, { "x": 0.2, "y": 0.003 }, { "x": 0.25, "y": 0.004 }, { "x": 0.3, "y": 0.015 }, { "x": 0.35, "y": 0.029 }, { "x": 0.4, "y": 0.053 }, { "x": 0.45, "y": 0.082 }, { "x": 0.5, "y": 0.126 }, { "x": 0.55, "y": 0.171 }, { "x": 0.6, "y": 0.216 }, { "x": 0.65, "y": 0.26 }, { "x": 0.7, "y": 0.313 }, { "x": 0.75, "y": 0.376 }, { "x": 0.8, "y": 0.425 }, { "x": 0.85, "y": 0.471 }, { "x": 0.9, "y": 0.516 }, { "x": 0.95, "y": 0.561 }, { "x": 1, "y": 0.596 }, { "x": 1.05, "y": 0.632 }, { "x": 1.1, "y": 0.667 }, { "x": 1.15, "y": 0.703 }, { "x": 1.2, "y": 0.737 }, { "x": 1.25, "y": 0.763 }, { "x": 1.3, "y": 0.788 }, { "x": 1.35, "y": 0.81 }, { "x": 1.4, "y": 0.832 }, { "x": 1.45, "y": 0.849 }, { "x": 1.5, "y": 0.865 }, { "x": 1.55, "y": 0.879 }, { "x": 1.6, "y": 0.888 }, { "x": 1.65, "y": 0.897 }, { "x": 1.7, "y": 0.906 }, { "x": 1.75, "y": 0.915 }, { "x": 1.8, "y": 0.924 }, { "x": 1.85, "y": 0.933 }, { "x": 1.9, "y": 0.94 }, { "x": 1.95, "y": 0.946 }, { "x": 2, "y": 0.952 }, { "x": 2.05, "y": 0.956 }, { "x": 2.1, "y": 0.959 }, { "x": 2.15, "y": 0.961 }, { "x": 2.2, "y": 0.964 }, { "x": 2.25, "y": 0.968 }, { "x": 2.3, "y": 0.973 }, { "x": 2.35, "y": 0.977 }, { "x": 2.4, "y": 0.98 }, { "x": 2.45, "y": 0.983 }, { "x": 2.5, "y": 0.985 } ] }, { "id": 491, "curve_id": "E21.3", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Steel frame kindergarten, primary, lower secondary, higher secondary schools and others", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021b)", "source_detail": "Giordano, N., De Luca, F., Sextos, A., Ramirez Cortes, F., Fonseca Ferreira, C., and Wu, J.: Empirical seismic fragility models for Nepalese school buildings, Nat Hazards, 105, 339–362, https://doi.org/10.1007/s11069-020-04312-1, 2021b.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "datapoints_given", "mu": 0.12221762835618488, "sigma": 1.0699999942939622, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.122, σ=1.070, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00178431027765 }, { "x": 0.1, "y": 0.01172046472768 }, { "x": 0.15, "y": 0.02956460310345 }, { "x": 0.2, "y": 0.052791477343 }, { "x": 0.25, "y": 0.07929578573946 }, { "x": 0.3, "y": 0.10759309028476 }, { "x": 0.35, "y": 0.13667854286286 }, { "x": 0.4, "y": 0.16588158300741 }, { "x": 0.45, "y": 0.19475923183733 }, { "x": 0.5, "y": 0.22302308183526 }, { "x": 0.55, "y": 0.25049010542173 }, { "x": 0.6, "y": 0.27704945413439 }, { "x": 0.65, "y": 0.3026398813958 }, { "x": 0.7, "y": 0.32723424934481 }, { "x": 0.75, "y": 0.3508288018456 }, { "x": 0.8, "y": 0.37343567847625 }, { "x": 0.85, "y": 0.39507765631009 }, { "x": 0.9, "y": 0.41578443884408 }, { "x": 0.95, "y": 0.43559002951815 }, { "x": 1, "y": 0.45453087193421 } ] }, { "id": 492, "curve_id": "E21.4", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Timber frame kindergarten, primary, lower secondary, higher secondary schools and others", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021b)", "source_detail": "Giordano, N., De Luca, F., Sextos, A., Ramirez Cortes, F., Fonseca Ferreira, C., and Wu, J.: Empirical seismic fragility models for Nepalese school buildings, Nat Hazards, 105, 339–362, https://doi.org/10.1007/s11069-020-04312-1, 2021b.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "datapoints_given", "mu": 0.30748469970616815, "sigma": 0.97999999994943077, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.307, σ=0.980, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00037498314968 }, { "x": 0.1, "y": 0.00386849977167 }, { "x": 0.15, "y": 0.01223728170346 }, { "x": 0.2, "y": 0.02523001606215 }, { "x": 0.25, "y": 0.04196310705232 }, { "x": 0.3, "y": 0.06149992024088 }, { "x": 0.35, "y": 0.08302516905088 }, { "x": 0.4, "y": 0.10587818285527 }, { "x": 0.45, "y": 0.12954097196311 }, { "x": 0.5, "y": 0.15361467895 }, { "x": 0.55, "y": 0.17779583854561 }, { "x": 0.6, "y": 0.20185588861456 }, { "x": 0.65, "y": 0.22562452555101 }, { "x": 0.7, "y": 0.24897654870569 }, { "x": 0.75, "y": 0.27182159541931 }, { "x": 0.8, "y": 0.29409617666365 }, { "x": 0.85, "y": 0.31575750914168 }, { "x": 0.9, "y": 0.33677873782475 }, { "x": 0.95, "y": 0.35714523098983 }, { "x": 1, "y": 0.37685170217764 } ] }, { "id": 493, "curve_id": "E21.5", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Rubber stone mud unreinforced masonry single story (URM-SM1)", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021a)", "source_detail": "Giordano, N., Luca, F. De, and Sextos, A.: Analytical fragility curves for masonry school building portfolios in Nepal, Bulletin of Earthquake Engineering, 19, 1121–1150, https://doi.org/10.1007/s10518-020-00989-8, 2021a.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "datapoints_given", "mu": -1.71479842809342, "sigma": 0.46000000000763586, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.715, σ=0.460, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00267936906246 }, { "x": 0.1, "y": 0.10066048902122 }, { "x": 0.15, "y": 0.34592297673702 }, { "x": 0.2, "y": 0.59058287391188 }, { "x": 0.25, "y": 0.76242946928294 }, { "x": 0.3, "y": 0.86660613729864 }, { "x": 0.35, "y": 0.92585537928112 }, { "x": 0.4, "y": 0.95870802933113 }, { "x": 0.45, "y": 0.97681098029356 }, { "x": 0.5, "y": 0.98682387492823 }, { "x": 0.55, "y": 0.99241253266275 }, { "x": 0.6, "y": 0.99556899738231 }, { "x": 0.65, "y": 0.99737546924475 }, { "x": 0.7, "y": 0.9984236453653 }, { "x": 0.75, "y": 0.99904029514382 }, { "x": 0.8, "y": 0.99940804409353 }, { "x": 0.85, "y": 0.99963027815894 }, { "x": 0.9, "y": 0.99976630228098 }, { "x": 0.95, "y": 0.99985058693958 }, { "x": 1, "y": 0.9999034294019 }, { "x": 1.05, "y": 0.99993693326761 }, { "x": 1.1, "y": 0.99995840489291 }, { "x": 1.15, "y": 0.99997230703672 }, { "x": 1.2, "y": 0.9999813966126 }, { "x": 1.25, "y": 0.99998739533345 }, { "x": 1.3, "y": 0.99999138967629 }, { "x": 1.35, "y": 0.99999407213025 }, { "x": 1.4, "y": 0.99999588830607 }, { "x": 1.45, "y": 0.99999712758763 }, { "x": 1.5, "y": 0.99999797955956 }, { "x": 1.55, "y": 0.99999856947384 }, { "x": 1.6, "y": 0.9999989807503 }, { "x": 1.65, "y": 0.99999926937963 }, { "x": 1.7, "y": 0.99999947322273 }, { "x": 1.75, "y": 0.99999961806463 }, { "x": 1.8, "y": 0.99999972158711 }, { "x": 1.85, "y": 0.99999979599563 }, { "x": 1.9, "y": 0.99999984976918 }, { "x": 1.95, "y": 0.99999988883419 }, { "x": 2, "y": 0.99999991735753 }, { "x": 2.05, "y": 0.99999993828564 }, { "x": 2.1, "y": 0.99999995371346 }, { "x": 2.15, "y": 0.99999996513846 }, { "x": 2.2, "y": 0.99999997363651 }, { "x": 2.25, "y": 0.99999997998444 }, { "x": 2.3, "y": 0.99999998474587 }, { "x": 2.35, "y": 0.99999998833161 }, { "x": 2.4, "y": 0.99999999104242 }, { "x": 2.45, "y": 0.99999999309952 }, { "x": 2.5, "y": 0.99999999466624 }, { "x": 2.55, "y": 0.99999999586371 }, { "x": 2.6, "y": 0.99999999678211 }, { "x": 2.65, "y": 0.99999999748884 }, { "x": 2.7, "y": 0.99999999803444 }, { "x": 2.75, "y": 0.99999999845698 }, { "x": 2.8, "y": 0.99999999878523 }, { "x": 2.85, "y": 0.999999999041 }, { "x": 2.9, "y": 0.99999999924086 }, { "x": 2.95, "y": 0.99999999939749 }, { "x": 3, "y": 0.99999999952057 }, { "x": 3.05, "y": 0.99999999961755 }, { "x": 3.1, "y": 0.99999999969416 }, { "x": 3.15, "y": 0.99999999975485 }, { "x": 3.2, "y": 0.99999999980303 }, { "x": 3.25, "y": 0.99999999984139 }, { "x": 3.3, "y": 0.99999999987199 }, { "x": 3.35, "y": 0.99999999989646 }, { "x": 3.4, "y": 0.99999999991608 }, { "x": 3.45, "y": 0.99999999993184 }, { "x": 3.5, "y": 0.99999999994452 }, { "x": 3.55, "y": 0.99999999995476 }, { "x": 3.6, "y": 0.99999999996304 }, { "x": 3.65, "y": 0.99999999996974 }, { "x": 3.7, "y": 0.99999999997518 }, { "x": 3.75, "y": 0.99999999997961 }, { "x": 3.8, "y": 0.99999999998322 }, { "x": 3.85, "y": 0.99999999998616 }, { "x": 3.9, "y": 0.99999999998857 }, { "x": 3.94999999999999, "y": 0.99999999999054 }, { "x": 3.99999999999999, "y": 0.99999999999216 } ] }, { "id": 494, "curve_id": "E21.6", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Rubber stone mud unreinforced masonry two to three stories (URM-SM23) ", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021a)", "source_detail": "Giordano, N., Luca, F. De, and Sextos, A.: Analytical fragility curves for masonry school building portfolios in Nepal, Bulletin of Earthquake Engineering, 19, 1121–1150, https://doi.org/10.1007/s10518-020-00989-8, 2021a.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "datapoints_given", "mu": -1.89711998507052, "sigma": 0.43000000146095618, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.897, σ=0.430, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00531072778615 }, { "x": 0.1, "y": 0.17285525663166 }, { "x": 0.15, "y": 0.5 }, { "x": 0.2, "y": 0.74826121562237 }, { "x": 0.25, "y": 0.88257670908811 }, { "x": 0.3, "y": 0.94651578633431 }, { "x": 0.35, "y": 0.97560717056195 }, { "x": 0.4, "y": 0.98872572516265 }, { "x": 0.45, "y": 0.99468927221385 }, { "x": 0.5, "y": 0.99744436900654 }, { "x": 0.55, "y": 0.99874273869884 }, { "x": 0.6, "y": 0.99936780138359 }, { "x": 0.65, "y": 0.9996752882567 }, { "x": 0.7, "y": 0.9998297937881 }, { "x": 0.75, "y": 0.99990903802936 }, { "x": 0.8, "y": 0.99995048748258 }, { "x": 0.85, "y": 0.99997257719723 }, { "x": 0.9, "y": 0.99998456032115 }, { "x": 0.95, "y": 0.99999117115527 }, { "x": 1, "y": 0.9999948767923 }, { "x": 1.05, "y": 0.99999698553814 }, { "x": 1.1, "y": 0.99999820283456 }, { "x": 1.15, "y": 0.99999891512488 }, { "x": 1.2, "y": 0.99999933731246 }, { "x": 1.25, "y": 0.99999959062751 }, { "x": 1.3, "y": 0.99999974439416 }, { "x": 1.35, "y": 0.99999983877098 }, { "x": 1.4, "y": 0.99999989730972 }, { "x": 1.45, "y": 0.99999993398592 }, { "x": 1.5, "y": 0.99999995718607 }, { "x": 1.55, "y": 0.99999997199683 }, { "x": 1.6, "y": 0.99999998153516 }, { "x": 1.65, "y": 0.99999998772975 }, { "x": 1.7, "y": 0.99999999178528 }, { "x": 1.75, "y": 0.99999999446097 }, { "x": 1.8, "y": 0.99999999623941 }, { "x": 1.85, "y": 0.99999999742994 }, { "x": 1.9, "y": 0.99999999823238 }, { "x": 1.95, "y": 0.99999999877682 }, { "x": 2, "y": 0.99999999914856 }, { "x": 2.05, "y": 0.99999999940395 }, { "x": 2.1, "y": 0.99999999958043 }, { "x": 2.15, "y": 0.99999999970309 }, { "x": 2.2, "y": 0.99999999978882 }, { "x": 2.25, "y": 0.99999999984904 }, { "x": 2.3, "y": 0.99999999989157 }, { "x": 2.35, "y": 0.99999999992176 }, { "x": 2.4, "y": 0.99999999994329 }, { "x": 2.45, "y": 0.99999999995871 }, { "x": 2.5, "y": 0.99999999996981 }, { "x": 2.55, "y": 0.99999999997784 }, { "x": 2.6, "y": 0.99999999998367 }, { "x": 2.65, "y": 0.99999999998792 }, { "x": 2.7, "y": 0.99999999999103 }, { "x": 2.75, "y": 0.99999999999331 }, { "x": 2.8, "y": 0.999999999995 }, { "x": 2.85, "y": 0.99999999999624 }, { "x": 2.9, "y": 0.99999999999717 }, { "x": 2.95, "y": 0.99999999999786 }, { "x": 3, "y": 0.99999999999838 }, { "x": 3.05, "y": 0.99999999999877 }, { "x": 3.1, "y": 0.99999999999906 }, { "x": 3.15, "y": 0.99999999999928 }, { "x": 3.2, "y": 0.99999999999945 }, { "x": 3.25, "y": 0.99999999999958 }, { "x": 3.3, "y": 0.99999999999967 }, { "x": 3.35, "y": 0.99999999999975 }, { "x": 3.4, "y": 0.9999999999998 }, { "x": 3.45, "y": 0.99999999999985 }, { "x": 3.5, "y": 0.99999999999988 }, { "x": 3.55, "y": 0.99999999999991 }, { "x": 3.6, "y": 0.99999999999993 }, { "x": 3.65, "y": 0.99999999999994 }, { "x": 3.7, "y": 0.99999999999995 }, { "x": 3.75, "y": 0.99999999999996 }, { "x": 3.8, "y": 0.99999999999997 }, { "x": 3.85, "y": 0.99999999999998 }, { "x": 3.9, "y": 0.99999999999998 }, { "x": 3.94999999999999, "y": 0.99999999999999 }, { "x": 3.99999999999999, "y": 0.99999999999999 } ] }, { "id": 495, "curve_id": "E21.7", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Brick-mud unreinforced masonry single story (URM-BM1)", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021a)", "source_detail": "Giordano, N., Luca, F. De, and Sextos, A.: Analytical fragility curves for masonry school building portfolios in Nepal, Bulletin of Earthquake Engineering, 19, 1121–1150, https://doi.org/10.1007/s10518-020-00989-8, 2021a.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "datapoints_given", "mu": -1.51412773262983, "sigma": 0.44000000000028527, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.514, σ=0.440, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00037956365074 }, { "x": 0.1, "y": 0.0365706042625 }, { "x": 0.15, "y": 0.19203083420984 }, { "x": 0.2, "y": 0.41425456963671 }, { "x": 0.25, "y": 0.61429474741202 }, { "x": 0.3, "y": 0.75956300697924 }, { "x": 0.35, "y": 0.85434221703926 }, { "x": 0.4, "y": 0.91288240631193 }, { "x": 0.45, "y": 0.94806867969499 }, { "x": 0.5, "y": 0.96896986464219 }, { "x": 0.55, "y": 0.98135062753382 }, { "x": 0.6, "y": 0.9887030357501 }, { "x": 0.65, "y": 0.99309460352692 }, { "x": 0.7, "y": 0.99573796602524 }, { "x": 0.75, "y": 0.99734316481556 }, { "x": 0.8, "y": 0.99832717518288 }, { "x": 0.85, "y": 0.998936274916 }, { "x": 0.9, "y": 0.99931700755863 }, { "x": 0.95, "y": 0.99955731030242 }, { "x": 1, "y": 0.99971042920597 }, { "x": 1.05, "y": 0.99980890513183 }, { "x": 1.1, "y": 0.99987281195487 }, { "x": 1.15, "y": 0.99991464858198 }, { "x": 1.2, "y": 0.99994226904715 }, { "x": 1.25, "y": 0.99996065313636 }, { "x": 1.3, "y": 0.99997298598389 }, { "x": 1.35, "y": 0.99998132223516 }, { "x": 1.4, "y": 0.99998699825837 }, { "x": 1.45, "y": 0.99999089020976 }, { "x": 1.5, "y": 0.99999357697051 }, { "x": 1.55, "y": 0.99999544387476 }, { "x": 1.6, "y": 0.999996749277 }, { "x": 1.65, "y": 0.99999766760606 }, { "x": 1.7, "y": 0.99999831742279 }, { "x": 1.75, "y": 0.99999877983927 }, { "x": 1.8, "y": 0.9999991106968 }, { "x": 1.85, "y": 0.999999348673 }, { "x": 1.9, "y": 0.99999952071482 }, { "x": 1.95, "y": 0.99999964570317 }, { "x": 2, "y": 0.99999973694001 }, { "x": 2.05, "y": 0.99999980384674 }, { "x": 2.1, "y": 0.99999985313063 }, { "x": 2.15, "y": 0.9999998895905 }, { "x": 2.2, "y": 0.99999991667637 }, { "x": 2.25, "y": 0.99999993688017 }, { "x": 2.3, "y": 0.99999995200995 }, { "x": 2.35, "y": 0.9999999633834 }, { "x": 2.4, "y": 0.99999997196489 }, { "x": 2.45, "y": 0.99999997846318 }, { "x": 2.5, "y": 0.99999998340125 }, { "x": 2.55, "y": 0.9999999871665 }, { "x": 2.6, "y": 0.99999999004701 }, { "x": 2.65, "y": 0.99999999225778 }, { "x": 2.7, "y": 0.99999999395987 }, { "x": 2.75, "y": 0.99999999527434 }, { "x": 2.8, "y": 0.99999999629248 }, { "x": 2.85, "y": 0.99999999708338 }, { "x": 2.9, "y": 0.99999999769951 }, { "x": 2.95, "y": 0.99999999818081 }, { "x": 3, "y": 0.9999999985578 }, { "x": 3.05, "y": 0.99999999885386 }, { "x": 3.1, "y": 0.99999999908696 }, { "x": 3.15, "y": 0.99999999927096 }, { "x": 3.2, "y": 0.99999999941654 }, { "x": 3.25, "y": 0.99999999953201 }, { "x": 3.3, "y": 0.99999999962381 }, { "x": 3.35, "y": 0.99999999969695 }, { "x": 3.4, "y": 0.99999999975536 }, { "x": 3.45, "y": 0.99999999980211 }, { "x": 3.5, "y": 0.99999999983961 }, { "x": 3.55, "y": 0.99999999986975 }, { "x": 3.6, "y": 0.99999999989402 }, { "x": 3.65, "y": 0.9999999999136 }, { "x": 3.7, "y": 0.99999999992944 }, { "x": 3.75, "y": 0.99999999994227 }, { "x": 3.8, "y": 0.99999999995269 }, { "x": 3.85, "y": 0.99999999996115 }, { "x": 3.9, "y": 0.99999999996805 }, { "x": 3.94999999999999, "y": 0.99999999997368 }, { "x": 3.99999999999999, "y": 0.99999999997828 } ] }, { "id": 496, "curve_id": "E21.8", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Brick-mud unreinforced masonry two-to-four stories (URM-BM24)", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021a)", "source_detail": "Giordano, N., Luca, F. De, and Sextos, A.: Analytical fragility curves for masonry school building portfolios in Nepal, Bulletin of Earthquake Engineering, 19, 1121–1150, https://doi.org/10.1007/s10518-020-00989-8, 2021a.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "datapoints_given", "mu": -1.89711998507052, "sigma": 0.43000000146095618, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.897, σ=0.430, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00531072778615 }, { "x": 0.1, "y": 0.17285525663166 }, { "x": 0.15, "y": 0.5 }, { "x": 0.2, "y": 0.74826121562237 }, { "x": 0.25, "y": 0.88257670908811 }, { "x": 0.3, "y": 0.94651578633431 }, { "x": 0.35, "y": 0.97560717056195 }, { "x": 0.4, "y": 0.98872572516265 }, { "x": 0.45, "y": 0.99468927221385 }, { "x": 0.5, "y": 0.99744436900654 }, { "x": 0.55, "y": 0.99874273869884 }, { "x": 0.6, "y": 0.99936780138359 }, { "x": 0.65, "y": 0.9996752882567 }, { "x": 0.7, "y": 0.9998297937881 }, { "x": 0.75, "y": 0.99990903802936 }, { "x": 0.8, "y": 0.99995048748258 }, { "x": 0.85, "y": 0.99997257719723 }, { "x": 0.9, "y": 0.99998456032115 }, { "x": 0.95, "y": 0.99999117115527 }, { "x": 1, "y": 0.9999948767923 }, { "x": 1.05, "y": 0.99999698553814 }, { "x": 1.1, "y": 0.99999820283456 }, { "x": 1.15, "y": 0.99999891512488 }, { "x": 1.2, "y": 0.99999933731246 }, { "x": 1.25, "y": 0.99999959062751 }, { "x": 1.3, "y": 0.99999974439416 }, { "x": 1.35, "y": 0.99999983877098 }, { "x": 1.4, "y": 0.99999989730972 }, { "x": 1.45, "y": 0.99999993398592 }, { "x": 1.5, "y": 0.99999995718607 }, { "x": 1.55, "y": 0.99999997199683 }, { "x": 1.6, "y": 0.99999998153516 }, { "x": 1.65, "y": 0.99999998772975 }, { "x": 1.7, "y": 0.99999999178528 }, { "x": 1.75, "y": 0.99999999446097 }, { "x": 1.8, "y": 0.99999999623941 }, { "x": 1.85, "y": 0.99999999742994 }, { "x": 1.9, "y": 0.99999999823238 }, { "x": 1.95, "y": 0.99999999877682 }, { "x": 2, "y": 0.99999999914856 }, { "x": 2.05, "y": 0.99999999940395 }, { "x": 2.1, "y": 0.99999999958043 }, { "x": 2.15, "y": 0.99999999970309 }, { "x": 2.2, "y": 0.99999999978882 }, { "x": 2.25, "y": 0.99999999984904 }, { "x": 2.3, "y": 0.99999999989157 }, { "x": 2.35, "y": 0.99999999992176 }, { "x": 2.4, "y": 0.99999999994329 }, { "x": 2.45, "y": 0.99999999995871 }, { "x": 2.5, "y": 0.99999999996981 }, { "x": 2.55, "y": 0.99999999997784 }, { "x": 2.6, "y": 0.99999999998367 }, { "x": 2.65, "y": 0.99999999998792 }, { "x": 2.7, "y": 0.99999999999103 }, { "x": 2.75, "y": 0.99999999999331 }, { "x": 2.8, "y": 0.999999999995 }, { "x": 2.85, "y": 0.99999999999624 }, { "x": 2.9, "y": 0.99999999999717 }, { "x": 2.95, "y": 0.99999999999786 }, { "x": 3, "y": 0.99999999999838 }, { "x": 3.05, "y": 0.99999999999877 }, { "x": 3.1, "y": 0.99999999999906 }, { "x": 3.15, "y": 0.99999999999928 }, { "x": 3.2, "y": 0.99999999999945 }, { "x": 3.25, "y": 0.99999999999958 }, { "x": 3.3, "y": 0.99999999999967 }, { "x": 3.35, "y": 0.99999999999975 }, { "x": 3.4, "y": 0.9999999999998 }, { "x": 3.45, "y": 0.99999999999985 }, { "x": 3.5, "y": 0.99999999999988 }, { "x": 3.55, "y": 0.99999999999991 }, { "x": 3.6, "y": 0.99999999999993 }, { "x": 3.65, "y": 0.99999999999994 }, { "x": 3.7, "y": 0.99999999999995 }, { "x": 3.75, "y": 0.99999999999996 }, { "x": 3.8, "y": 0.99999999999997 }, { "x": 3.85, "y": 0.99999999999998 }, { "x": 3.9, "y": 0.99999999999998 }, { "x": 3.94999999999999, "y": 0.99999999999999 }, { "x": 3.99999999999999, "y": 0.99999999999999 } ] }, { "id": 497, "curve_id": "E21.9", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Brick-cement unreinforced masonry single story (URM-BC1)", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021a)", "source_detail": "Giordano, N., Luca, F. De, and Sextos, A.: Analytical fragility curves for masonry school building portfolios in Nepal, Bulletin of Earthquake Engineering, 19, 1121–1150, https://doi.org/10.1007/s10518-020-00989-8, 2021a.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "datapoints_given", "mu": -0.776528789498996, "sigma": 0.27000000000000035, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.777, σ=0.270, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 7.92679E-09 }, { "x": 0.15, "y": 1.659925073E-05 }, { "x": 0.2, "y": 0.00101827895491 }, { "x": 0.25, "y": 0.01196064648096 }, { "x": 0.3, "y": 0.05669637649457 }, { "x": 0.35, "y": 0.15572180680357 }, { "x": 0.4, "y": 0.30235584227469 }, { "x": 0.45, "y": 0.46756058925246 }, { "x": 0.5, "y": 0.62127106710129 }, { "x": 0.55, "y": 0.74595716795717 }, { "x": 0.6, "y": 0.83746333565279 }, { "x": 0.65, "y": 0.89982240461918 }, { "x": 0.7, "y": 0.94002866136692 }, { "x": 0.75, "y": 0.96489421951726 }, { "x": 0.8, "y": 0.97979703681401 }, { "x": 0.85, "y": 0.98852033101069 }, { "x": 0.9, "y": 0.99353712357686 }, { "x": 0.95, "y": 0.99638496653971 }, { "x": 1, "y": 0.99798645911552 }, { "x": 1.05, "y": 0.99888119694538 }, { "x": 1.1, "y": 0.99937895267142 }, { "x": 1.15, "y": 0.99965518551532 }, { "x": 1.2, "y": 0.99980833163315 }, { "x": 1.25, "y": 0.99989325317455 }, { "x": 1.3, "y": 0.99994039669561 }, { "x": 1.35, "y": 0.99996661776486 }, { "x": 1.4, "y": 0.99998123856193 }, { "x": 1.45, "y": 0.99998941567627 }, { "x": 1.5, "y": 0.99999400460332 }, { "x": 1.55, "y": 0.99999658950023 }, { "x": 1.6, "y": 0.99999805136295 }, { "x": 1.65, "y": 0.99999888157288 }, { "x": 1.7, "y": 0.99999935511032 }, { "x": 1.75, "y": 0.99999962641459 }, { "x": 1.8, "y": 0.99999978256106 }, { "x": 1.85, "y": 0.99999987284428 }, { "x": 1.9, "y": 0.99999992528854 }, { "x": 1.95, "y": 0.99999995589505 }, { "x": 2, "y": 0.9999999738406 }, { "x": 2.05, "y": 0.99999998441179 }, { "x": 2.1, "y": 0.99999999066794 }, { "x": 2.15, "y": 0.99999999438754 }, { "x": 2.2, "y": 0.99999999660919 }, { "x": 2.25, "y": 0.99999999794219 }, { "x": 2.3, "y": 0.99999999874559 }, { "x": 2.35, "y": 0.99999999923197 }, { "x": 2.4, "y": 0.99999999952773 }, { "x": 2.45, "y": 0.99999999970835 }, { "x": 2.5, "y": 0.99999999981913 }, { "x": 2.55, "y": 0.99999999988737 }, { "x": 2.6, "y": 0.99999999992957 }, { "x": 2.65, "y": 0.99999999995578 }, { "x": 2.7, "y": 0.99999999997213 }, { "x": 2.75, "y": 0.99999999998237 }, { "x": 2.8, "y": 0.9999999999888 }, { "x": 2.85, "y": 0.99999999999286 }, { "x": 2.9, "y": 0.99999999999543 }, { "x": 2.95, "y": 0.99999999999706 }, { "x": 3, "y": 0.99999999999811 }, { "x": 3.05, "y": 0.99999999999878 }, { "x": 3.1, "y": 0.99999999999921 }, { "x": 3.15, "y": 0.99999999999948 }, { "x": 3.2, "y": 0.99999999999966 }, { "x": 3.25, "y": 0.99999999999978 }, { "x": 3.3, "y": 0.99999999999985 }, { "x": 3.35, "y": 0.9999999999999 }, { "x": 3.4, "y": 0.99999999999994 }, { "x": 3.45, "y": 0.99999999999996 }, { "x": 3.5, "y": 0.99999999999997 }, { "x": 3.55, "y": 0.99999999999998 }, { "x": 3.6, "y": 0.99999999999999 }, { "x": 3.65, "y": 0.99999999999999 }, { "x": 3.7, "y": 0.99999999999999 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 498, "curve_id": "E4.1", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.0953101798042525, "sigma": 0.15000000000084751, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.095, σ=0.150, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 1E-14 }, { "x": 0.4, "y": 7.7E-12 }, { "x": 0.45, "y": 1.27059E-09 }, { "x": 0.5, "y": 7.345832E-08 }, { "x": 0.55, "y": 1.90964691E-06 }, { "x": 0.6, "y": 2.662262247E-05 }, { "x": 0.65, "y": 0.00022635004471 }, { "x": 0.7, "y": 0.00129239696364 }, { "x": 0.75, "y": 0.00533565774956 }, { "x": 0.8, "y": 0.01687588376554 }, { "x": 0.85, "y": 0.04281986721425 }, { "x": 0.9, "y": 0.09048006505522 }, { "x": 0.95, "y": 0.16419634663451 }, { "x": 1, "y": 0.26258339325059 }, { "x": 1.05, "y": 0.3782297427482 }, { "x": 1.1, "y": 0.5 }, { "x": 1.15, "y": 0.61651672030214 }, { "x": 1.2, "y": 0.7190682644904 }, { "x": 1.25, "y": 0.80295468811943 }, { "x": 1.3, "y": 0.86729473595556 }, { "x": 1.35, "y": 0.91391999539914 }, { "x": 1.4, "y": 0.94605470478499 }, { "x": 1.45, "y": 0.96723968592227 }, { "x": 1.5, "y": 0.98066585655157 }, { "x": 1.55, "y": 0.98888159455665 }, { "x": 1.6, "y": 0.99375442096387 }, { "x": 1.65, "y": 0.99656520367182 }, { "x": 1.7, "y": 0.9981467701568 }, { "x": 1.75, "y": 0.99901716478973 }, { "x": 1.8, "y": 0.99948677823176 }, { "x": 1.85, "y": 0.99973570759 }, { "x": 1.9, "y": 0.9998655873457 }, { "x": 1.95, "y": 0.9999324016915 }, { "x": 2, "y": 0.99996634225482 }, { "x": 2.05, "y": 0.99998339056838 }, { "x": 2.1, "y": 0.99999186850788 }, { "x": 2.15, "y": 0.99999604707391 }, { "x": 2.2, "y": 0.9999980903531 }, { "x": 2.25, "y": 0.99999908252276 }, { "x": 2.3, "y": 0.99999956132875 }, { "x": 2.35, "y": 0.99999979114107 }, { "x": 2.4, "y": 0.99999990092087 }, { "x": 2.45, "y": 0.99999995314555 }, { "x": 2.5, "y": 0.99999997790142 }, { "x": 2.55, "y": 0.99999998960054 }, { "x": 2.6, "y": 0.99999999511503 }, { "x": 2.65, "y": 0.99999999770873 }, { "x": 2.7, "y": 0.99999999892651 }, { "x": 2.75, "y": 0.99999999949747 }, { "x": 2.8, "y": 0.99999999976488 }, { "x": 2.85, "y": 0.99999999989003 }, { "x": 2.9, "y": 0.99999999994856 }, { "x": 2.95, "y": 0.99999999997594 }, { "x": 3, "y": 0.99999999998874 }, { "x": 3.05, "y": 0.99999999999473 }, { "x": 3.1, "y": 0.99999999999753 }, { "x": 3.15, "y": 0.99999999999884 }, { "x": 3.2, "y": 0.99999999999946 }, { "x": 3.25, "y": 0.99999999999974 }, { "x": 3.3, "y": 0.99999999999988 }, { "x": 3.35, "y": 0.99999999999994 }, { "x": 3.4, "y": 0.99999999999997 }, { "x": 3.45, "y": 0.99999999999999 }, { "x": 3.5, "y": 0.99999999999999 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 499, "curve_id": "E4.2", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": -0.248461359909461, "sigma": 0.50000000220676988, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.248, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.95863E-08 }, { "x": 0.1, "y": 1.993364019E-05 }, { "x": 0.15, "y": 0.00048806587309 }, { "x": 0.2, "y": 0.0032448675356 }, { "x": 0.25, "y": 0.01143300379276 }, { "x": 0.3, "y": 0.02800081968424 }, { "x": 0.35, "y": 0.05449807394277 }, { "x": 0.4, "y": 0.09083041975298 }, { "x": 0.45, "y": 0.13564587277795 }, { "x": 0.5, "y": 0.18690168998939 }, { "x": 0.55, "y": 0.24235373940656 }, { "x": 0.6, "y": 0.29988596099091 }, { "x": 0.65, "y": 0.35768891376316 }, { "x": 0.7, "y": 0.41432739503164 }, { "x": 0.75, "y": 0.46873846080102 }, { "x": 0.8, "y": 0.52019205911138 }, { "x": 0.85, "y": 0.56823597514023 }, { "x": 0.9, "y": 0.61263817424469 }, { "x": 0.95, "y": 0.65333355395191 }, { "x": 1, "y": 0.69037822499075 }, { "x": 1.05, "y": 0.72391214750822 }, { "x": 1.1, "y": 0.75412971791355 }, { "x": 1.15, "y": 0.7812573315008 }, { "x": 1.2, "y": 0.80553676004379 }, { "x": 1.25, "y": 0.82721320457023 }, { "x": 1.3, "y": 0.84652700343527 }, { "x": 1.35, "y": 0.86370813218205 }, { "x": 1.4, "y": 0.87897279070229 }, { "x": 1.45, "y": 0.89252151833577 }, { "x": 1.5, "y": 0.90453840214864 }, { "x": 1.55, "y": 0.9151910464823 }, { "x": 1.6, "y": 0.9246310544482 }, { "x": 1.65, "y": 0.93299483698679 }, { "x": 1.7, "y": 0.9404046153392 }, { "x": 1.75, "y": 0.94696952108896 }, { "x": 1.8, "y": 0.95278672678233 }, { "x": 1.85, "y": 0.95794256160555 }, { "x": 1.9, "y": 0.96251358238045 }, { "x": 1.95, "y": 0.96656758159108 }, { "x": 2, "y": 0.97016452233795 }, { "x": 2.05, "y": 0.97335739585933 }, { "x": 2.1, "y": 0.97619300119496 }, { "x": 2.15, "y": 0.97871264917911 }, { "x": 2.2, "y": 0.9809527946018 }, { "x": 2.25, "y": 0.98294560134183 }, { "x": 2.3, "y": 0.98471944575582 }, { "x": 2.35, "y": 0.98629936375459 }, { "x": 2.4, "y": 0.98770744692004 }, { "x": 2.45, "y": 0.98896319279304 }, { "x": 2.5, "y": 0.99008381415191 }, { "x": 2.55, "y": 0.99108451174268 }, { "x": 2.6, "y": 0.99197871454401 }, { "x": 2.65, "y": 0.99277829127089 }, { "x": 2.7, "y": 0.99349373645418 }, { "x": 2.75, "y": 0.99413433408584 }, { "x": 2.8, "y": 0.99470830149627 }, { "x": 2.85, "y": 0.99522291583337 }, { "x": 2.9, "y": 0.99568462524248 }, { "x": 2.95, "y": 0.99609914660288 }, { "x": 3, "y": 0.99647155145704 }, { "x": 3.05, "y": 0.99680634157403 }, { "x": 3.1, "y": 0.99710751541446 }, { "x": 3.15, "y": 0.99737862661033 }, { "x": 3.2, "y": 0.99762283543738 }, { "x": 3.25, "y": 0.99784295413725 }, { "x": 3.3, "y": 0.99804148684139 }, { "x": 3.35, "y": 0.99822066475561 }, { "x": 3.4, "y": 0.99838247718298 }, { "x": 3.45, "y": 0.99852869889089 }, { "x": 3.5, "y": 0.99866091426591 }, { "x": 3.55, "y": 0.99878053864494 }, { "x": 3.6, "y": 0.99888883716312 }, { "x": 3.65, "y": 0.99898694141713 }, { "x": 3.7, "y": 0.99907586420555 }, { "x": 3.75, "y": 0.99915651257578 }, { "x": 3.8, "y": 0.99922969937908 }, { "x": 3.85, "y": 0.9992961535102 }, { "x": 3.9, "y": 0.99935652898709 }, { "x": 3.94999999999999, "y": 0.99941141300678 }, { "x": 3.99999999999999, "y": 0.99946133309734 } ] }, { "id": 500, "curve_id": "E4.3", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": 0.0963791397178493, "sigma": 0.20435744313073462, "method": "Curve fitting", "mu_sigma_quality": 0.99680396559841944, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.096, σ=0.204, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0.009 }, { "x": 0.65, "y": 0.013 }, { "x": 0.7, "y": 0.02 }, { "x": 0.75, "y": 0.035 }, { "x": 0.8, "y": 0.063 }, { "x": 0.85, "y": 0.102 }, { "x": 0.9, "y": 0.165 }, { "x": 0.95, "y": 0.231 }, { "x": 1, "y": 0.307 }, { "x": 1.05, "y": 0.401 }, { "x": 1.1, "y": 0.496 }, { "x": 1.15, "y": 0.587 }, { "x": 1.2, "y": 0.67 }, { "x": 1.25, "y": 0.738 }, { "x": 1.3, "y": 0.799 }, { "x": 1.35, "y": 0.84 }, { "x": 1.4, "y": 0.888 }, { "x": 1.45, "y": 0.913 }, { "x": 1.5, "y": 0.937 }, { "x": 1.55, "y": 0.956 }, { "x": 1.6, "y": 0.97 }, { "x": 1.65, "y": 0.97 }, { "x": 1.7, "y": 0.97 }, { "x": 1.75, "y": 0.97 }, { "x": 1.8, "y": 0.97 }, { "x": 1.85, "y": 0.97 }, { "x": 1.9, "y": 0.97 }, { "x": 1.95, "y": 0.97 }, { "x": 2, "y": 0.97 }, { "x": 2.05, "y": 0.97 }, { "x": 2.1, "y": 0.97 }, { "x": 2.15, "y": 0.97 }, { "x": 2.2, "y": 0.97 }, { "x": 2.25, "y": 0.97 }, { "x": 2.3, "y": 0.97 }, { "x": 2.35, "y": 0.97 }, { "x": 2.4, "y": 0.97 }, { "x": 2.45, "y": 0.97 }, { "x": 2.5, "y": 0.97 }, { "x": 2.55, "y": 0.97 }, { "x": 2.6, "y": 0.97 }, { "x": 2.65, "y": 0.97 }, { "x": 2.7, "y": 0.97 }, { "x": 2.75, "y": 0.97 }, { "x": 2.8, "y": 0.97 }, { "x": 2.85, "y": 0.97 }, { "x": 2.9, "y": 0.97 }, { "x": 2.95, "y": 0.97 }, { "x": 3, "y": 0.97 }, { "x": 3.05, "y": 0.97 }, { "x": 3.1, "y": 0.97 }, { "x": 3.15, "y": 0.97 }, { "x": 3.2, "y": 0.97 }, { "x": 3.25, "y": 0.97 }, { "x": 3.3, "y": 0.97 }, { "x": 3.35, "y": 0.97 }, { "x": 3.4, "y": 0.97 }, { "x": 3.45, "y": 0.97 }, { "x": 3.5, "y": 0.97 }, { "x": 3.55, "y": 0.97 }, { "x": 3.6, "y": 0.97 }, { "x": 3.65, "y": 0.97 }, { "x": 3.7, "y": 0.97 }, { "x": 3.75, "y": 0.97 }, { "x": 3.8, "y": 0.97 }, { "x": 3.85, "y": 0.97 }, { "x": 3.9, "y": 0.97 }, { "x": 3.94999999999999, "y": 0.97 }, { "x": 3.99999999999999, "y": 0.97 } ] }, { "id": 501, "curve_id": "E4.4", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": -0.403262036855655, "sigma": 0.2000000018012264, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.403, σ=0.200, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 4E-14 }, { "x": 0.2, "y": 8.1535E-10 }, { "x": 0.25, "y": 4.4354623E-07 }, { "x": 0.3, "y": 3.119899636E-05 }, { "x": 0.35, "y": 0.0006129158094 }, { "x": 0.4, "y": 0.00515665745551 }, { "x": 0.45, "y": 0.02406446314242 }, { "x": 0.5, "y": 0.07360936520354 }, { "x": 0.55, "y": 0.16530776033894 }, { "x": 0.6, "y": 0.29535137418097 }, { "x": 0.65, "y": 0.44527654006604 }, { "x": 0.7, "y": 0.59209424008852 }, { "x": 0.75, "y": 0.71833412191948 }, { "x": 0.8, "y": 0.81609746863213 }, { "x": 0.85, "y": 0.88565022727919 }, { "x": 0.9, "y": 0.9318231238827 }, { "x": 0.95, "y": 0.96078284530522 }, { "x": 1, "y": 0.97811622463013 }, { "x": 1.05, "y": 0.98809747165496 }, { "x": 1.1, "y": 0.99366407934021 }, { "x": 1.15, "y": 0.99668741097574 }, { "x": 1.2, "y": 0.99829379967683 }, { "x": 1.25, "y": 0.99913198323225 }, { "x": 1.3, "y": 0.99956284707581 }, { "x": 1.35, "y": 0.99978163588874 }, { "x": 1.4, "y": 0.99989163449984 }, { "x": 1.45, "y": 0.99994649641139 }, { "x": 1.5, "y": 0.99997368566638 }, { "x": 1.55, "y": 0.99998709427437 }, { "x": 1.6, "y": 0.9999936823746 }, { "x": 1.65, "y": 0.99999691074293 }, { "x": 1.7, "y": 0.99999848997462 }, { "x": 1.75, "y": 0.99999926174573 }, { "x": 1.8, "y": 0.9999996388012 }, { "x": 1.85, "y": 0.9999998230696 }, { "x": 1.9, "y": 0.9999999131948 }, { "x": 1.95, "y": 0.99999995732979 }, { "x": 2, "y": 0.99999997897827 }, { "x": 2.05, "y": 0.99999998961782 }, { "x": 2.1, "y": 0.9999999948586 }, { "x": 2.15, "y": 0.99999999744653 }, { "x": 2.2, "y": 0.99999999872794 }, { "x": 2.25, "y": 0.99999999936427 }, { "x": 2.3, "y": 0.99999999968122 }, { "x": 2.35, "y": 0.99999999983961 }, { "x": 2.4, "y": 0.99999999991902 }, { "x": 2.45, "y": 0.99999999995896 }, { "x": 2.5, "y": 0.99999999997913 }, { "x": 2.55, "y": 0.99999999998935 }, { "x": 2.6, "y": 0.99999999999454 }, { "x": 2.65, "y": 0.99999999999719 }, { "x": 2.7, "y": 0.99999999999855 }, { "x": 2.75, "y": 0.99999999999925 }, { "x": 2.8, "y": 0.99999999999961 }, { "x": 2.85, "y": 0.9999999999998 }, { "x": 2.9, "y": 0.99999999999989 }, { "x": 2.95, "y": 0.99999999999994 }, { "x": 3, "y": 0.99999999999997 }, { "x": 3.05, "y": 0.99999999999998 }, { "x": 3.1, "y": 0.99999999999999 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 502, "curve_id": "E5.1", "sector": "Energy", "ci_type": "Cable", "ci_desc": "Distribution circuit", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.0953101798042525, "sigma": 0.15000000000084751, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.095, σ=0.150, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 1E-14 }, { "x": 0.4, "y": 7.7E-12 }, { "x": 0.45, "y": 1.27059E-09 }, { "x": 0.5, "y": 7.345832E-08 }, { "x": 0.55, "y": 1.90964691E-06 }, { "x": 0.6, "y": 2.662262247E-05 }, { "x": 0.65, "y": 0.00022635004471 }, { "x": 0.7, "y": 0.00129239696364 }, { "x": 0.75, "y": 0.00533565774956 }, { "x": 0.8, "y": 0.01687588376554 }, { "x": 0.85, "y": 0.04281986721425 }, { "x": 0.9, "y": 0.09048006505522 }, { "x": 0.95, "y": 0.16419634663451 }, { "x": 1, "y": 0.26258339325059 }, { "x": 1.05, "y": 0.3782297427482 }, { "x": 1.1, "y": 0.5 }, { "x": 1.15, "y": 0.61651672030214 }, { "x": 1.2, "y": 0.7190682644904 }, { "x": 1.25, "y": 0.80295468811943 }, { "x": 1.3, "y": 0.86729473595556 }, { "x": 1.35, "y": 0.91391999539914 }, { "x": 1.4, "y": 0.94605470478499 }, { "x": 1.45, "y": 0.96723968592227 }, { "x": 1.5, "y": 0.98066585655157 }, { "x": 1.55, "y": 0.98888159455665 }, { "x": 1.6, "y": 0.99375442096387 }, { "x": 1.65, "y": 0.99656520367182 }, { "x": 1.7, "y": 0.9981467701568 }, { "x": 1.75, "y": 0.99901716478973 }, { "x": 1.8, "y": 0.99948677823176 }, { "x": 1.85, "y": 0.99973570759 }, { "x": 1.9, "y": 0.9998655873457 }, { "x": 1.95, "y": 0.9999324016915 }, { "x": 2, "y": 0.99996634225482 }, { "x": 2.05, "y": 0.99998339056838 }, { "x": 2.1, "y": 0.99999186850788 }, { "x": 2.15, "y": 0.99999604707391 }, { "x": 2.2, "y": 0.9999980903531 }, { "x": 2.25, "y": 0.99999908252276 }, { "x": 2.3, "y": 0.99999956132875 }, { "x": 2.35, "y": 0.99999979114107 }, { "x": 2.4, "y": 0.99999990092087 }, { "x": 2.45, "y": 0.99999995314555 }, { "x": 2.5, "y": 0.99999997790142 }, { "x": 2.55, "y": 0.99999998960054 }, { "x": 2.6, "y": 0.99999999511503 }, { "x": 2.65, "y": 0.99999999770873 }, { "x": 2.7, "y": 0.99999999892651 }, { "x": 2.75, "y": 0.99999999949747 }, { "x": 2.8, "y": 0.99999999976488 }, { "x": 2.85, "y": 0.99999999989003 }, { "x": 2.9, "y": 0.99999999994856 }, { "x": 2.95, "y": 0.99999999997594 }, { "x": 3, "y": 0.99999999998874 }, { "x": 3.05, "y": 0.99999999999473 }, { "x": 3.1, "y": 0.99999999999753 }, { "x": 3.15, "y": 0.99999999999884 }, { "x": 3.2, "y": 0.99999999999946 }, { "x": 3.25, "y": 0.99999999999974 }, { "x": 3.3, "y": 0.99999999999988 }, { "x": 3.35, "y": 0.99999999999994 }, { "x": 3.4, "y": 0.99999999999997 }, { "x": 3.45, "y": 0.99999999999999 }, { "x": 3.5, "y": 0.99999999999999 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 503, "curve_id": "E5.2", "sector": "Energy", "ci_type": "Cable", "ci_desc": "Distribution circuit", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": -0.248461359909461, "sigma": 0.50000000220676988, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.248, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.95863E-08 }, { "x": 0.1, "y": 1.993364019E-05 }, { "x": 0.15, "y": 0.00048806587309 }, { "x": 0.2, "y": 0.0032448675356 }, { "x": 0.25, "y": 0.01143300379276 }, { "x": 0.3, "y": 0.02800081968424 }, { "x": 0.35, "y": 0.05449807394277 }, { "x": 0.4, "y": 0.09083041975298 }, { "x": 0.45, "y": 0.13564587277795 }, { "x": 0.5, "y": 0.18690168998939 }, { "x": 0.55, "y": 0.24235373940656 }, { "x": 0.6, "y": 0.29988596099091 }, { "x": 0.65, "y": 0.35768891376316 }, { "x": 0.7, "y": 0.41432739503164 }, { "x": 0.75, "y": 0.46873846080102 }, { "x": 0.8, "y": 0.52019205911138 }, { "x": 0.85, "y": 0.56823597514023 }, { "x": 0.9, "y": 0.61263817424469 }, { "x": 0.95, "y": 0.65333355395191 }, { "x": 1, "y": 0.69037822499075 }, { "x": 1.05, "y": 0.72391214750822 }, { "x": 1.1, "y": 0.75412971791355 }, { "x": 1.15, "y": 0.7812573315008 }, { "x": 1.2, "y": 0.80553676004379 }, { "x": 1.25, "y": 0.82721320457023 }, { "x": 1.3, "y": 0.84652700343527 }, { "x": 1.35, "y": 0.86370813218205 }, { "x": 1.4, "y": 0.87897279070229 }, { "x": 1.45, "y": 0.89252151833577 }, { "x": 1.5, "y": 0.90453840214864 }, { "x": 1.55, "y": 0.9151910464823 }, { "x": 1.6, "y": 0.9246310544482 }, { "x": 1.65, "y": 0.93299483698679 }, { "x": 1.7, "y": 0.9404046153392 }, { "x": 1.75, "y": 0.94696952108896 }, { "x": 1.8, "y": 0.95278672678233 }, { "x": 1.85, "y": 0.95794256160555 }, { "x": 1.9, "y": 0.96251358238045 }, { "x": 1.95, "y": 0.96656758159108 }, { "x": 2, "y": 0.97016452233795 }, { "x": 2.05, "y": 0.97335739585933 }, { "x": 2.1, "y": 0.97619300119496 }, { "x": 2.15, "y": 0.97871264917911 }, { "x": 2.2, "y": 0.9809527946018 }, { "x": 2.25, "y": 0.98294560134183 }, { "x": 2.3, "y": 0.98471944575582 }, { "x": 2.35, "y": 0.98629936375459 }, { "x": 2.4, "y": 0.98770744692004 }, { "x": 2.45, "y": 0.98896319279304 }, { "x": 2.5, "y": 0.99008381415191 }, { "x": 2.55, "y": 0.99108451174268 }, { "x": 2.6, "y": 0.99197871454401 }, { "x": 2.65, "y": 0.99277829127089 }, { "x": 2.7, "y": 0.99349373645418 }, { "x": 2.75, "y": 0.99413433408584 }, { "x": 2.8, "y": 0.99470830149627 }, { "x": 2.85, "y": 0.99522291583337 }, { "x": 2.9, "y": 0.99568462524248 }, { "x": 2.95, "y": 0.99609914660288 }, { "x": 3, "y": 0.99647155145704 }, { "x": 3.05, "y": 0.99680634157403 }, { "x": 3.1, "y": 0.99710751541446 }, { "x": 3.15, "y": 0.99737862661033 }, { "x": 3.2, "y": 0.99762283543738 }, { "x": 3.25, "y": 0.99784295413725 }, { "x": 3.3, "y": 0.99804148684139 }, { "x": 3.35, "y": 0.99822066475561 }, { "x": 3.4, "y": 0.99838247718298 }, { "x": 3.45, "y": 0.99852869889089 }, { "x": 3.5, "y": 0.99866091426591 }, { "x": 3.55, "y": 0.99878053864494 }, { "x": 3.6, "y": 0.99888883716312 }, { "x": 3.65, "y": 0.99898694141713 }, { "x": 3.7, "y": 0.99907586420555 }, { "x": 3.75, "y": 0.99915651257578 }, { "x": 3.8, "y": 0.99922969937908 }, { "x": 3.85, "y": 0.9992961535102 }, { "x": 3.9, "y": 0.99935652898709 }, { "x": 3.94999999999999, "y": 0.99941141300678 }, { "x": 3.99999999999999, "y": 0.99946133309734 } ] }, { "id": 504, "curve_id": "E5.3", "sector": "Energy", "ci_type": "Cable", "ci_desc": "Distribution circuit", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": 0.0963791397178493, "sigma": 0.20435744313073462, "method": "Curve fitting", "mu_sigma_quality": 0.99680396559841944, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.096, σ=0.204, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0.009 }, { "x": 0.65, "y": 0.013 }, { "x": 0.7, "y": 0.02 }, { "x": 0.75, "y": 0.035 }, { "x": 0.8, "y": 0.063 }, { "x": 0.85, "y": 0.102 }, { "x": 0.9, "y": 0.165 }, { "x": 0.95, "y": 0.231 }, { "x": 1, "y": 0.307 }, { "x": 1.05, "y": 0.401 }, { "x": 1.1, "y": 0.496 }, { "x": 1.15, "y": 0.587 }, { "x": 1.2, "y": 0.67 }, { "x": 1.25, "y": 0.738 }, { "x": 1.3, "y": 0.799 }, { "x": 1.35, "y": 0.84 }, { "x": 1.4, "y": 0.888 }, { "x": 1.45, "y": 0.913 }, { "x": 1.5, "y": 0.937 }, { "x": 1.55, "y": 0.956 }, { "x": 1.6, "y": 0.97 }, { "x": 1.65, "y": 0.97 }, { "x": 1.7, "y": 0.97 }, { "x": 1.75, "y": 0.97 }, { "x": 1.8, "y": 0.97 }, { "x": 1.85, "y": 0.97 }, { "x": 1.9, "y": 0.97 }, { "x": 1.95, "y": 0.97 }, { "x": 2, "y": 0.97 }, { "x": 2.05, "y": 0.97 }, { "x": 2.1, "y": 0.97 }, { "x": 2.15, "y": 0.97 }, { "x": 2.2, "y": 0.97 }, { "x": 2.25, "y": 0.97 }, { "x": 2.3, "y": 0.97 }, { "x": 2.35, "y": 0.97 }, { "x": 2.4, "y": 0.97 }, { "x": 2.45, "y": 0.97 }, { "x": 2.5, "y": 0.97 }, { "x": 2.55, "y": 0.97 }, { "x": 2.6, "y": 0.97 }, { "x": 2.65, "y": 0.97 }, { "x": 2.7, "y": 0.97 }, { "x": 2.75, "y": 0.97 }, { "x": 2.8, "y": 0.97 }, { "x": 2.85, "y": 0.97 }, { "x": 2.9, "y": 0.97 }, { "x": 2.95, "y": 0.97 }, { "x": 3, "y": 0.97 }, { "x": 3.05, "y": 0.97 }, { "x": 3.1, "y": 0.97 }, { "x": 3.15, "y": 0.97 }, { "x": 3.2, "y": 0.97 }, { "x": 3.25, "y": 0.97 }, { "x": 3.3, "y": 0.97 }, { "x": 3.35, "y": 0.97 }, { "x": 3.4, "y": 0.97 }, { "x": 3.45, "y": 0.97 }, { "x": 3.5, "y": 0.97 }, { "x": 3.55, "y": 0.97 }, { "x": 3.6, "y": 0.97 }, { "x": 3.65, "y": 0.97 }, { "x": 3.7, "y": 0.97 }, { "x": 3.75, "y": 0.97 }, { "x": 3.8, "y": 0.97 }, { "x": 3.85, "y": 0.97 }, { "x": 3.9, "y": 0.97 }, { "x": 3.94999999999999, "y": 0.97 }, { "x": 3.99999999999999, "y": 0.97 } ] }, { "id": 505, "curve_id": "E5.4", "sector": "Energy", "ci_type": "Cable", "ci_desc": "Distribution circuit", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": -0.403262036855655, "sigma": 0.2000000018012264, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.403, σ=0.200, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 4E-14 }, { "x": 0.2, "y": 8.1535E-10 }, { "x": 0.25, "y": 4.4354623E-07 }, { "x": 0.3, "y": 3.119899636E-05 }, { "x": 0.35, "y": 0.0006129158094 }, { "x": 0.4, "y": 0.00515665745551 }, { "x": 0.45, "y": 0.02406446314242 }, { "x": 0.5, "y": 0.07360936520354 }, { "x": 0.55, "y": 0.16530776033894 }, { "x": 0.6, "y": 0.29535137418097 }, { "x": 0.65, "y": 0.44527654006604 }, { "x": 0.7, "y": 0.59209424008852 }, { "x": 0.75, "y": 0.71833412191948 }, { "x": 0.8, "y": 0.81609746863213 }, { "x": 0.85, "y": 0.88565022727919 }, { "x": 0.9, "y": 0.9318231238827 }, { "x": 0.95, "y": 0.96078284530522 }, { "x": 1, "y": 0.97811622463013 }, { "x": 1.05, "y": 0.98809747165496 }, { "x": 1.1, "y": 0.99366407934021 }, { "x": 1.15, "y": 0.99668741097574 }, { "x": 1.2, "y": 0.99829379967683 }, { "x": 1.25, "y": 0.99913198323225 }, { "x": 1.3, "y": 0.99956284707581 }, { "x": 1.35, "y": 0.99978163588874 }, { "x": 1.4, "y": 0.99989163449984 }, { "x": 1.45, "y": 0.99994649641139 }, { "x": 1.5, "y": 0.99997368566638 }, { "x": 1.55, "y": 0.99998709427437 }, { "x": 1.6, "y": 0.9999936823746 }, { "x": 1.65, "y": 0.99999691074293 }, { "x": 1.7, "y": 0.99999848997462 }, { "x": 1.75, "y": 0.99999926174573 }, { "x": 1.8, "y": 0.9999996388012 }, { "x": 1.85, "y": 0.9999998230696 }, { "x": 1.9, "y": 0.9999999131948 }, { "x": 1.95, "y": 0.99999995732979 }, { "x": 2, "y": 0.99999997897827 }, { "x": 2.05, "y": 0.99999998961782 }, { "x": 2.1, "y": 0.9999999948586 }, { "x": 2.15, "y": 0.99999999744653 }, { "x": 2.2, "y": 0.99999999872794 }, { "x": 2.25, "y": 0.99999999936427 }, { "x": 2.3, "y": 0.99999999968122 }, { "x": 2.35, "y": 0.99999999983961 }, { "x": 2.4, "y": 0.99999999991902 }, { "x": 2.45, "y": 0.99999999995896 }, { "x": 2.5, "y": 0.99999999997913 }, { "x": 2.55, "y": 0.99999999998935 }, { "x": 2.6, "y": 0.99999999999454 }, { "x": 2.65, "y": 0.99999999999719 }, { "x": 2.7, "y": 0.99999999999855 }, { "x": 2.75, "y": 0.99999999999925 }, { "x": 2.8, "y": 0.99999999999961 }, { "x": 2.85, "y": 0.9999999999998 }, { "x": 2.9, "y": 0.99999999999989 }, { "x": 2.95, "y": 0.99999999999994 }, { "x": 3, "y": 0.99999999999997 }, { "x": 3.05, "y": 0.99999999999998 }, { "x": 3.1, "y": 0.99999999999999 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 506, "curve_id": "E6.1", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Distribution circuit", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.0953101798042525, "sigma": 0.15000000000084751, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.095, σ=0.150, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 1E-14 }, { "x": 0.4, "y": 7.7E-12 }, { "x": 0.45, "y": 1.27059E-09 }, { "x": 0.5, "y": 7.345832E-08 }, { "x": 0.55, "y": 1.90964691E-06 }, { "x": 0.6, "y": 2.662262247E-05 }, { "x": 0.65, "y": 0.00022635004471 }, { "x": 0.7, "y": 0.00129239696364 }, { "x": 0.75, "y": 0.00533565774956 }, { "x": 0.8, "y": 0.01687588376554 }, { "x": 0.85, "y": 0.04281986721425 }, { "x": 0.9, "y": 0.09048006505522 }, { "x": 0.95, "y": 0.16419634663451 }, { "x": 1, "y": 0.26258339325059 }, { "x": 1.05, "y": 0.3782297427482 }, { "x": 1.1, "y": 0.5 }, { "x": 1.15, "y": 0.61651672030214 }, { "x": 1.2, "y": 0.7190682644904 }, { "x": 1.25, "y": 0.80295468811943 }, { "x": 1.3, "y": 0.86729473595556 }, { "x": 1.35, "y": 0.91391999539914 }, { "x": 1.4, "y": 0.94605470478499 }, { "x": 1.45, "y": 0.96723968592227 }, { "x": 1.5, "y": 0.98066585655157 }, { "x": 1.55, "y": 0.98888159455665 }, { "x": 1.6, "y": 0.99375442096387 }, { "x": 1.65, "y": 0.99656520367182 }, { "x": 1.7, "y": 0.9981467701568 }, { "x": 1.75, "y": 0.99901716478973 }, { "x": 1.8, "y": 0.99948677823176 }, { "x": 1.85, "y": 0.99973570759 }, { "x": 1.9, "y": 0.9998655873457 }, { "x": 1.95, "y": 0.9999324016915 }, { "x": 2, "y": 0.99996634225482 }, { "x": 2.05, "y": 0.99998339056838 }, { "x": 2.1, "y": 0.99999186850788 }, { "x": 2.15, "y": 0.99999604707391 }, { "x": 2.2, "y": 0.9999980903531 }, { "x": 2.25, "y": 0.99999908252276 }, { "x": 2.3, "y": 0.99999956132875 }, { "x": 2.35, "y": 0.99999979114107 }, { "x": 2.4, "y": 0.99999990092087 }, { "x": 2.45, "y": 0.99999995314555 }, { "x": 2.5, "y": 0.99999997790142 }, { "x": 2.55, "y": 0.99999998960054 }, { "x": 2.6, "y": 0.99999999511503 }, { "x": 2.65, "y": 0.99999999770873 }, { "x": 2.7, "y": 0.99999999892651 }, { "x": 2.75, "y": 0.99999999949747 }, { "x": 2.8, "y": 0.99999999976488 }, { "x": 2.85, "y": 0.99999999989003 }, { "x": 2.9, "y": 0.99999999994856 }, { "x": 2.95, "y": 0.99999999997594 }, { "x": 3, "y": 0.99999999998874 }, { "x": 3.05, "y": 0.99999999999473 }, { "x": 3.1, "y": 0.99999999999753 }, { "x": 3.15, "y": 0.99999999999884 }, { "x": 3.2, "y": 0.99999999999946 }, { "x": 3.25, "y": 0.99999999999974 }, { "x": 3.3, "y": 0.99999999999988 }, { "x": 3.35, "y": 0.99999999999994 }, { "x": 3.4, "y": 0.99999999999997 }, { "x": 3.45, "y": 0.99999999999999 }, { "x": 3.5, "y": 0.99999999999999 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 507, "curve_id": "E6.2", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Distribution circuit", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": -0.248461359909461, "sigma": 0.50000000220676988, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.248, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.95863E-08 }, { "x": 0.1, "y": 1.993364019E-05 }, { "x": 0.15, "y": 0.00048806587309 }, { "x": 0.2, "y": 0.0032448675356 }, { "x": 0.25, "y": 0.01143300379276 }, { "x": 0.3, "y": 0.02800081968424 }, { "x": 0.35, "y": 0.05449807394277 }, { "x": 0.4, "y": 0.09083041975298 }, { "x": 0.45, "y": 0.13564587277795 }, { "x": 0.5, "y": 0.18690168998939 }, { "x": 0.55, "y": 0.24235373940656 }, { "x": 0.6, "y": 0.29988596099091 }, { "x": 0.65, "y": 0.35768891376316 }, { "x": 0.7, "y": 0.41432739503164 }, { "x": 0.75, "y": 0.46873846080102 }, { "x": 0.8, "y": 0.52019205911138 }, { "x": 0.85, "y": 0.56823597514023 }, { "x": 0.9, "y": 0.61263817424469 }, { "x": 0.95, "y": 0.65333355395191 }, { "x": 1, "y": 0.69037822499075 }, { "x": 1.05, "y": 0.72391214750822 }, { "x": 1.1, "y": 0.75412971791355 }, { "x": 1.15, "y": 0.7812573315008 }, { "x": 1.2, "y": 0.80553676004379 }, { "x": 1.25, "y": 0.82721320457023 }, { "x": 1.3, "y": 0.84652700343527 }, { "x": 1.35, "y": 0.86370813218205 }, { "x": 1.4, "y": 0.87897279070229 }, { "x": 1.45, "y": 0.89252151833577 }, { "x": 1.5, "y": 0.90453840214864 }, { "x": 1.55, "y": 0.9151910464823 }, { "x": 1.6, "y": 0.9246310544482 }, { "x": 1.65, "y": 0.93299483698679 }, { "x": 1.7, "y": 0.9404046153392 }, { "x": 1.75, "y": 0.94696952108896 }, { "x": 1.8, "y": 0.95278672678233 }, { "x": 1.85, "y": 0.95794256160555 }, { "x": 1.9, "y": 0.96251358238045 }, { "x": 1.95, "y": 0.96656758159108 }, { "x": 2, "y": 0.97016452233795 }, { "x": 2.05, "y": 0.97335739585933 }, { "x": 2.1, "y": 0.97619300119496 }, { "x": 2.15, "y": 0.97871264917911 }, { "x": 2.2, "y": 0.9809527946018 }, { "x": 2.25, "y": 0.98294560134183 }, { "x": 2.3, "y": 0.98471944575582 }, { "x": 2.35, "y": 0.98629936375459 }, { "x": 2.4, "y": 0.98770744692004 }, { "x": 2.45, "y": 0.98896319279304 }, { "x": 2.5, "y": 0.99008381415191 }, { "x": 2.55, "y": 0.99108451174268 }, { "x": 2.6, "y": 0.99197871454401 }, { "x": 2.65, "y": 0.99277829127089 }, { "x": 2.7, "y": 0.99349373645418 }, { "x": 2.75, "y": 0.99413433408584 }, { "x": 2.8, "y": 0.99470830149627 }, { "x": 2.85, "y": 0.99522291583337 }, { "x": 2.9, "y": 0.99568462524248 }, { "x": 2.95, "y": 0.99609914660288 }, { "x": 3, "y": 0.99647155145704 }, { "x": 3.05, "y": 0.99680634157403 }, { "x": 3.1, "y": 0.99710751541446 }, { "x": 3.15, "y": 0.99737862661033 }, { "x": 3.2, "y": 0.99762283543738 }, { "x": 3.25, "y": 0.99784295413725 }, { "x": 3.3, "y": 0.99804148684139 }, { "x": 3.35, "y": 0.99822066475561 }, { "x": 3.4, "y": 0.99838247718298 }, { "x": 3.45, "y": 0.99852869889089 }, { "x": 3.5, "y": 0.99866091426591 }, { "x": 3.55, "y": 0.99878053864494 }, { "x": 3.6, "y": 0.99888883716312 }, { "x": 3.65, "y": 0.99898694141713 }, { "x": 3.7, "y": 0.99907586420555 }, { "x": 3.75, "y": 0.99915651257578 }, { "x": 3.8, "y": 0.99922969937908 }, { "x": 3.85, "y": 0.9992961535102 }, { "x": 3.9, "y": 0.99935652898709 }, { "x": 3.94999999999999, "y": 0.99941141300678 }, { "x": 3.99999999999999, "y": 0.99946133309734 } ] }, { "id": 508, "curve_id": "E6.3", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Distribution circuit", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": 0.0963791397178493, "sigma": 0.20435744313073462, "method": "Curve fitting", "mu_sigma_quality": 0.99680396559841944, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.096, σ=0.204, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0.009 }, { "x": 0.65, "y": 0.013 }, { "x": 0.7, "y": 0.02 }, { "x": 0.75, "y": 0.035 }, { "x": 0.8, "y": 0.063 }, { "x": 0.85, "y": 0.102 }, { "x": 0.9, "y": 0.165 }, { "x": 0.95, "y": 0.231 }, { "x": 1, "y": 0.307 }, { "x": 1.05, "y": 0.401 }, { "x": 1.1, "y": 0.496 }, { "x": 1.15, "y": 0.587 }, { "x": 1.2, "y": 0.67 }, { "x": 1.25, "y": 0.738 }, { "x": 1.3, "y": 0.799 }, { "x": 1.35, "y": 0.84 }, { "x": 1.4, "y": 0.888 }, { "x": 1.45, "y": 0.913 }, { "x": 1.5, "y": 0.937 }, { "x": 1.55, "y": 0.956 }, { "x": 1.6, "y": 0.97 }, { "x": 1.65, "y": 0.97 }, { "x": 1.7, "y": 0.97 }, { "x": 1.75, "y": 0.97 }, { "x": 1.8, "y": 0.97 }, { "x": 1.85, "y": 0.97 }, { "x": 1.9, "y": 0.97 }, { "x": 1.95, "y": 0.97 }, { "x": 2, "y": 0.97 }, { "x": 2.05, "y": 0.97 }, { "x": 2.1, "y": 0.97 }, { "x": 2.15, "y": 0.97 }, { "x": 2.2, "y": 0.97 }, { "x": 2.25, "y": 0.97 }, { "x": 2.3, "y": 0.97 }, { "x": 2.35, "y": 0.97 }, { "x": 2.4, "y": 0.97 }, { "x": 2.45, "y": 0.97 }, { "x": 2.5, "y": 0.97 }, { "x": 2.55, "y": 0.97 }, { "x": 2.6, "y": 0.97 }, { "x": 2.65, "y": 0.97 }, { "x": 2.7, "y": 0.97 }, { "x": 2.75, "y": 0.97 }, { "x": 2.8, "y": 0.97 }, { "x": 2.85, "y": 0.97 }, { "x": 2.9, "y": 0.97 }, { "x": 2.95, "y": 0.97 }, { "x": 3, "y": 0.97 }, { "x": 3.05, "y": 0.97 }, { "x": 3.1, "y": 0.97 }, { "x": 3.15, "y": 0.97 }, { "x": 3.2, "y": 0.97 }, { "x": 3.25, "y": 0.97 }, { "x": 3.3, "y": 0.97 }, { "x": 3.35, "y": 0.97 }, { "x": 3.4, "y": 0.97 }, { "x": 3.45, "y": 0.97 }, { "x": 3.5, "y": 0.97 }, { "x": 3.55, "y": 0.97 }, { "x": 3.6, "y": 0.97 }, { "x": 3.65, "y": 0.97 }, { "x": 3.7, "y": 0.97 }, { "x": 3.75, "y": 0.97 }, { "x": 3.8, "y": 0.97 }, { "x": 3.85, "y": 0.97 }, { "x": 3.9, "y": 0.97 }, { "x": 3.94999999999999, "y": 0.97 }, { "x": 3.99999999999999, "y": 0.97 } ] }, { "id": 509, "curve_id": "E6.4", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Distribution circuit", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "figure_given", "mu": -0.403262036855655, "sigma": 0.2000000018012264, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.403, σ=0.200, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 4E-14 }, { "x": 0.2, "y": 8.1535E-10 }, { "x": 0.25, "y": 4.4354623E-07 }, { "x": 0.3, "y": 3.119899636E-05 }, { "x": 0.35, "y": 0.0006129158094 }, { "x": 0.4, "y": 0.00515665745551 }, { "x": 0.45, "y": 0.02406446314242 }, { "x": 0.5, "y": 0.07360936520354 }, { "x": 0.55, "y": 0.16530776033894 }, { "x": 0.6, "y": 0.29535137418097 }, { "x": 0.65, "y": 0.44527654006604 }, { "x": 0.7, "y": 0.59209424008852 }, { "x": 0.75, "y": 0.71833412191948 }, { "x": 0.8, "y": 0.81609746863213 }, { "x": 0.85, "y": 0.88565022727919 }, { "x": 0.9, "y": 0.9318231238827 }, { "x": 0.95, "y": 0.96078284530522 }, { "x": 1, "y": 0.97811622463013 }, { "x": 1.05, "y": 0.98809747165496 }, { "x": 1.1, "y": 0.99366407934021 }, { "x": 1.15, "y": 0.99668741097574 }, { "x": 1.2, "y": 0.99829379967683 }, { "x": 1.25, "y": 0.99913198323225 }, { "x": 1.3, "y": 0.99956284707581 }, { "x": 1.35, "y": 0.99978163588874 }, { "x": 1.4, "y": 0.99989163449984 }, { "x": 1.45, "y": 0.99994649641139 }, { "x": 1.5, "y": 0.99997368566638 }, { "x": 1.55, "y": 0.99998709427437 }, { "x": 1.6, "y": 0.9999936823746 }, { "x": 1.65, "y": 0.99999691074293 }, { "x": 1.7, "y": 0.99999848997462 }, { "x": 1.75, "y": 0.99999926174573 }, { "x": 1.8, "y": 0.9999996388012 }, { "x": 1.85, "y": 0.9999998230696 }, { "x": 1.9, "y": 0.9999999131948 }, { "x": 1.95, "y": 0.99999995732979 }, { "x": 2, "y": 0.99999997897827 }, { "x": 2.05, "y": 0.99999998961782 }, { "x": 2.1, "y": 0.9999999948586 }, { "x": 2.15, "y": 0.99999999744653 }, { "x": 2.2, "y": 0.99999999872794 }, { "x": 2.25, "y": 0.99999999936427 }, { "x": 2.3, "y": 0.99999999968122 }, { "x": 2.35, "y": 0.99999999983961 }, { "x": 2.4, "y": 0.99999999991902 }, { "x": 2.45, "y": 0.99999999995896 }, { "x": 2.5, "y": 0.99999999997913 }, { "x": 2.55, "y": 0.99999999998935 }, { "x": 2.6, "y": 0.99999999999454 }, { "x": 2.65, "y": 0.99999999999719 }, { "x": 2.7, "y": 0.99999999999855 }, { "x": 2.75, "y": 0.99999999999925 }, { "x": 2.8, "y": 0.99999999999961 }, { "x": 2.85, "y": 0.9999999999998 }, { "x": 2.9, "y": 0.99999999999989 }, { "x": 2.95, "y": 0.99999999999994 }, { "x": 3, "y": 0.99999999999997 }, { "x": 3.05, "y": 0.99999999999998 }, { "x": 3.1, "y": 0.99999999999999 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 510, "curve_id": "E8.1", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Anchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.0953101797795092, "sigma": 0.6000000002742002, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.095, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.2904211E-07 }, { "x": 0.1, "y": 3.214401013E-05 }, { "x": 0.15, "y": 0.00044893274301 }, { "x": 0.2, "y": 0.00224687588691 }, { "x": 0.25, "y": 0.00676810980282 }, { "x": 0.3, "y": 0.0151757924703 }, { "x": 0.35, "y": 0.02815983569553 }, { "x": 0.4, "y": 0.0458977533481 }, { "x": 0.45, "y": 0.06815203291405 }, { "x": 0.5, "y": 0.09440701723261 }, { "x": 0.55, "y": 0.12399499425286 }, { "x": 0.6, "y": 0.15619343139474 }, { "x": 0.65, "y": 0.19029171095951 }, { "x": 0.7, "y": 0.22563226420144 }, { "x": 0.75, "y": 0.2616325609188 }, { "x": 0.8, "y": 0.29779386139353 }, { "x": 0.85, "y": 0.33370141905621 }, { "x": 0.9, "y": 0.36901957015488 }, { "x": 0.95, "y": 0.40348409261416 }, { "x": 1, "y": 0.43689340924465 }, { "x": 1.05, "y": 0.46909962709009 }, { "x": 1.1, "y": 0.5 }, { "x": 1.15, "y": 0.52952913028417 }, { "x": 1.2, "y": 0.55765204959191 }, { "x": 1.25, "y": 0.5843582096973 }, { "x": 1.3, "y": 0.60965634918179 }, { "x": 1.35, "y": 0.6335701668318 }, { "x": 1.4, "y": 0.65613471633479 }, { "x": 1.45, "y": 0.67739343237872 }, { "x": 1.5, "y": 0.69739570074544 }, { "x": 1.55, "y": 0.71619489130603 }, { "x": 1.6, "y": 0.73384678097265 }, { "x": 1.65, "y": 0.75040830239576 }, { "x": 1.7, "y": 0.7659365627766 }, { "x": 1.75, "y": 0.78048808518207 }, { "x": 1.8, "y": 0.79411823199948 }, { "x": 1.85, "y": 0.80688077657973 }, { "x": 1.9, "y": 0.81882759469454 }, { "x": 1.95, "y": 0.83000845222616 }, { "x": 2, "y": 0.8404708695871 }, { "x": 2.05, "y": 0.85026004681386 }, { "x": 2.1, "y": 0.85941883617209 }, { "x": 2.15, "y": 0.86798775152741 }, { "x": 2.2, "y": 0.87600500574714 }, { "x": 2.25, "y": 0.88350656906328 }, { "x": 2.3, "y": 0.89052624270335 }, { "x": 2.35, "y": 0.89709574322785 }, { "x": 2.4, "y": 0.90324479394261 }, { "x": 2.45, "y": 0.90900122051542 }, { "x": 2.5, "y": 0.91439104854647 }, { "x": 2.55, "y": 0.9194386013477 }, { "x": 2.6, "y": 0.92416659659512 }, { "x": 2.65, "y": 0.92859624084926 }, { "x": 2.7, "y": 0.9327473212047 }, { "x": 2.75, "y": 0.93663829354316 }, { "x": 2.8, "y": 0.94028636703386 }, { "x": 2.85, "y": 0.94370758465964 }, { "x": 2.9, "y": 0.94691689965265 }, { "x": 2.95, "y": 0.94992824780536 }, { "x": 3, "y": 0.95275461568582 }, { "x": 3.05, "y": 0.95540810483382 }, { "x": 3.1, "y": 0.95789999204985 }, { "x": 3.15, "y": 0.96024078591429 }, { "x": 3.2, "y": 0.96244027969193 }, { "x": 3.25, "y": 0.96450760078791 }, { "x": 3.3, "y": 0.96645125692808 }, { "x": 3.35, "y": 0.96827917923874 }, { "x": 3.4, "y": 0.96999876240086 }, { "x": 3.45, "y": 0.97161690205083 }, { "x": 3.5, "y": 0.97314002959553 }, { "x": 3.55, "y": 0.97457414460419 }, { "x": 3.6, "y": 0.97592484493265 }, { "x": 3.65, "y": 0.97719735472892 }, { "x": 3.7, "y": 0.97839655046172 }, { "x": 3.75, "y": 0.97952698510571 }, { "x": 3.8, "y": 0.98059291061016 }, { "x": 3.85, "y": 0.98159829877003 }, { "x": 3.9, "y": 0.98254686061129 }, { "x": 3.94999999999999, "y": 0.9834420643953 }, { "x": 3.99999999999999, "y": 0.98428715234022 } ] }, { "id": 511, "curve_id": "E8.10", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Light rail DC power substation", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.4054651080963842, "sigma": 0.80000000013471784, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.405, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.061733071E-05 }, { "x": 0.1, "y": 0.00035580992115 }, { "x": 0.15, "y": 0.00199955859466 }, { "x": 0.2, "y": 0.00589063969492 }, { "x": 0.25, "y": 0.01255522433896 }, { "x": 0.3, "y": 0.0221206495707 }, { "x": 0.35, "y": 0.0344473980233 }, { "x": 0.4, "y": 0.0492474230848 }, { "x": 0.45, "y": 0.06616640842567 }, { "x": 0.5, "y": 0.0848349334871 }, { "x": 0.55, "y": 0.10489780841755 }, { "x": 0.6, "y": 0.12602932342077 }, { "x": 0.65, "y": 0.14793985169127 }, { "x": 0.7, "y": 0.17037736545053 }, { "x": 0.75, "y": 0.19312610938197 }, { "x": 0.8, "y": 0.21600381085261 }, { "x": 0.85, "y": 0.23885825476437 }, { "x": 0.9, "y": 0.26156370549483 }, { "x": 0.95, "y": 0.28401744503265 }, { "x": 1, "y": 0.30613656640275 }, { "x": 1.05, "y": 0.32785508361679 }, { "x": 1.1, "y": 0.3491213739271 }, { "x": 1.15, "y": 0.36989594268312 }, { "x": 1.2, "y": 0.39014948780405 }, { "x": 1.25, "y": 0.40986123492412 }, { "x": 1.3, "y": 0.42901751261132 }, { "x": 1.35, "y": 0.44761053783245 }, { "x": 1.4, "y": 0.46563738388897 }, { "x": 1.45, "y": 0.4830991056848 }, { "x": 1.5, "y": 0.5 }, { "x": 1.55, "y": 0.51634698119802 }, { "x": 1.6, "y": 0.53214905536748 }, { "x": 1.65, "y": 0.54741687823122 }, { "x": 1.7, "y": 0.56216238422932 }, { "x": 1.75, "y": 0.57639847600173 }, { "x": 1.8, "y": 0.59013876507588 }, { "x": 1.85, "y": 0.60339735592837 }, { "x": 1.9, "y": 0.61618866675954 }, { "x": 1.95, "y": 0.62852728132096 }, { "x": 2, "y": 0.64042782698928 }, { "x": 2.05, "y": 0.65190487500674 }, { "x": 2.1, "y": 0.66297285942656 }, { "x": 2.15, "y": 0.67364601182618 }, { "x": 2.2, "y": 0.683938309297 }, { "x": 2.25, "y": 0.69386343359725 }, { "x": 2.3, "y": 0.70343473967564 }, { "x": 2.35, "y": 0.71266523204546 }, { "x": 2.4, "y": 0.72156754772017 }, { "x": 2.45, "y": 0.73015394461744 }, { "x": 2.5, "y": 0.73843629450517 }, { "x": 2.55, "y": 0.7464260797046 }, { "x": 2.6, "y": 0.7541343928856 }, { "x": 2.65, "y": 0.7615719393915 }, { "x": 2.7, "y": 0.7687490416176 }, { "x": 2.75, "y": 0.77567564504124 }, { "x": 2.8, "y": 0.78236132556417 }, { "x": 2.85, "y": 0.7888152978814 }, { "x": 2.9, "y": 0.79504642463596 }, { "x": 2.95, "y": 0.80106322615783 }, { "x": 3, "y": 0.80687389061803 }, { "x": 3.05, "y": 0.81248628445694 }, { "x": 3.1, "y": 0.8179079629695 }, { "x": 3.15, "y": 0.82314618095035 }, { "x": 3.2, "y": 0.82820790331901 }, { "x": 3.25, "y": 0.83309981565964 }, { "x": 3.3, "y": 0.83782833462257 }, { "x": 3.35, "y": 0.84239961814496 }, { "x": 3.4, "y": 0.84681957545687 }, { "x": 3.45, "y": 0.8510938768466 }, { "x": 3.5, "y": 0.85522796316532 }, { "x": 3.55, "y": 0.85922705505636 }, { "x": 3.6, "y": 0.86309616189885 }, { "x": 3.65, "y": 0.86684009045943 }, { "x": 3.7, "y": 0.87046345324835 }, { "x": 3.75, "y": 0.87397067657923 }, { "x": 3.8, "y": 0.87736600833374 }, { "x": 3.85, "y": 0.88065352543397 }, { "x": 3.9, "y": 0.88383714102709 }, { "x": 3.94999999999999, "y": 0.88692061138747 }, { "x": 3.99999999999999, "y": 0.88990754254279 } ] }, { "id": 512, "curve_id": "E8.2", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Anchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.0953101797795092, "sigma": 0.6000000002742002, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.095, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.2904211E-07 }, { "x": 0.1, "y": 3.214401013E-05 }, { "x": 0.15, "y": 0.00044893274301 }, { "x": 0.2, "y": 0.00224687588691 }, { "x": 0.25, "y": 0.00676810980282 }, { "x": 0.3, "y": 0.0151757924703 }, { "x": 0.35, "y": 0.02815983569553 }, { "x": 0.4, "y": 0.0458977533481 }, { "x": 0.45, "y": 0.06815203291405 }, { "x": 0.5, "y": 0.09440701723261 }, { "x": 0.55, "y": 0.12399499425286 }, { "x": 0.6, "y": 0.15619343139474 }, { "x": 0.65, "y": 0.19029171095951 }, { "x": 0.7, "y": 0.22563226420144 }, { "x": 0.75, "y": 0.2616325609188 }, { "x": 0.8, "y": 0.29779386139353 }, { "x": 0.85, "y": 0.33370141905621 }, { "x": 0.9, "y": 0.36901957015488 }, { "x": 0.95, "y": 0.40348409261416 }, { "x": 1, "y": 0.43689340924465 }, { "x": 1.05, "y": 0.46909962709009 }, { "x": 1.1, "y": 0.5 }, { "x": 1.15, "y": 0.52952913028417 }, { "x": 1.2, "y": 0.55765204959191 }, { "x": 1.25, "y": 0.5843582096973 }, { "x": 1.3, "y": 0.60965634918179 }, { "x": 1.35, "y": 0.6335701668318 }, { "x": 1.4, "y": 0.65613471633479 }, { "x": 1.45, "y": 0.67739343237872 }, { "x": 1.5, "y": 0.69739570074544 }, { "x": 1.55, "y": 0.71619489130603 }, { "x": 1.6, "y": 0.73384678097265 }, { "x": 1.65, "y": 0.75040830239576 }, { "x": 1.7, "y": 0.7659365627766 }, { "x": 1.75, "y": 0.78048808518207 }, { "x": 1.8, "y": 0.79411823199948 }, { "x": 1.85, "y": 0.80688077657973 }, { "x": 1.9, "y": 0.81882759469454 }, { "x": 1.95, "y": 0.83000845222616 }, { "x": 2, "y": 0.8404708695871 }, { "x": 2.05, "y": 0.85026004681386 }, { "x": 2.1, "y": 0.85941883617209 }, { "x": 2.15, "y": 0.86798775152741 }, { "x": 2.2, "y": 0.87600500574714 }, { "x": 2.25, "y": 0.88350656906328 }, { "x": 2.3, "y": 0.89052624270335 }, { "x": 2.35, "y": 0.89709574322785 }, { "x": 2.4, "y": 0.90324479394261 }, { "x": 2.45, "y": 0.90900122051542 }, { "x": 2.5, "y": 0.91439104854647 }, { "x": 2.55, "y": 0.9194386013477 }, { "x": 2.6, "y": 0.92416659659512 }, { "x": 2.65, "y": 0.92859624084926 }, { "x": 2.7, "y": 0.9327473212047 }, { "x": 2.75, "y": 0.93663829354316 }, { "x": 2.8, "y": 0.94028636703386 }, { "x": 2.85, "y": 0.94370758465964 }, { "x": 2.9, "y": 0.94691689965265 }, { "x": 2.95, "y": 0.94992824780536 }, { "x": 3, "y": 0.95275461568582 }, { "x": 3.05, "y": 0.95540810483382 }, { "x": 3.1, "y": 0.95789999204985 }, { "x": 3.15, "y": 0.96024078591429 }, { "x": 3.2, "y": 0.96244027969193 }, { "x": 3.25, "y": 0.96450760078791 }, { "x": 3.3, "y": 0.96645125692808 }, { "x": 3.35, "y": 0.96827917923874 }, { "x": 3.4, "y": 0.96999876240086 }, { "x": 3.45, "y": 0.97161690205083 }, { "x": 3.5, "y": 0.97314002959553 }, { "x": 3.55, "y": 0.97457414460419 }, { "x": 3.6, "y": 0.97592484493265 }, { "x": 3.65, "y": 0.97719735472892 }, { "x": 3.7, "y": 0.97839655046172 }, { "x": 3.75, "y": 0.97952698510571 }, { "x": 3.8, "y": 0.98059291061016 }, { "x": 3.85, "y": 0.98159829877003 }, { "x": 3.9, "y": 0.98254686061129 }, { "x": 3.94999999999999, "y": 0.9834420643953 }, { "x": 3.99999999999999, "y": 0.98428715234022 } ] }, { "id": 513, "curve_id": "E8.3", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": -0.223143551315058, "sigma": 0.60000000000275433, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.223, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.90964691E-06 }, { "x": 0.1, "y": 0.00026439120652 }, { "x": 0.15, "y": 0.00263572180581 }, { "x": 0.2, "y": 0.01043050412648 }, { "x": 0.25, "y": 0.02627596506433 }, { "x": 0.3, "y": 0.05105435904658 }, { "x": 0.35, "y": 0.08413289022432 }, { "x": 0.4, "y": 0.12399499425286 }, { "x": 0.45, "y": 0.16879442534786 }, { "x": 0.5, "y": 0.21671392131122 }, { "x": 0.55, "y": 0.26615321902735 }, { "x": 0.6, "y": 0.3158021097756 }, { "x": 0.65, "y": 0.36464670460033 }, { "x": 0.7, "y": 0.41194197400918 }, { "x": 0.75, "y": 0.4571706974663 }, { "x": 0.8, "y": 0.5 }, { "x": 0.85, "y": 0.54024105772855 }, { "x": 0.9, "y": 0.57781429920709 }, { "x": 0.95, "y": 0.61272065846136 }, { "x": 1, "y": 0.64501855093776 }, { "x": 1.05, "y": 0.67480586316192 }, { "x": 1.1, "y": 0.70220613860647 }, { "x": 1.15, "y": 0.72735817065505 }, { "x": 1.2, "y": 0.75040830239576 }, { "x": 1.25, "y": 0.7715048412238 }, { "x": 1.3, "y": 0.79079410309546 }, { "x": 1.35, "y": 0.80841769732458 }, { "x": 1.4, "y": 0.82451074474016 }, { "x": 1.45, "y": 0.83920078965296 }, { "x": 1.5, "y": 0.85260722068189 }, { "x": 1.55, "y": 0.86484105888761 }, { "x": 1.6, "y": 0.87600500574714 }, { "x": 1.65, "y": 0.88619367003327 }, { "x": 1.7, "y": 0.89549391315721 }, { "x": 1.75, "y": 0.90398526826512 }, { "x": 1.8, "y": 0.9117404003852 }, { "x": 1.85, "y": 0.91882558403361 }, { "x": 1.9, "y": 0.92530118156382 }, { "x": 1.95, "y": 0.93122211070085 }, { "x": 2, "y": 0.93663829354316 }, { "x": 2.05, "y": 0.94159508215281 }, { "x": 2.1, "y": 0.94613365793019 }, { "x": 2.15, "y": 0.95029140346899 }, { "x": 2.2, "y": 0.9541022466519 }, { "x": 2.25, "y": 0.95759697748791 }, { "x": 2.3, "y": 0.96080353868954 }, { "x": 2.35, "y": 0.96374729130756 }, { "x": 2.4, "y": 0.96645125692808 }, { "x": 2.45, "y": 0.96893633803043 }, { "x": 2.5, "y": 0.97122151812913 }, { "x": 2.55, "y": 0.97332404330165 }, { "x": 2.6, "y": 0.97525958664976 }, { "x": 2.65, "y": 0.97704239716784 }, { "x": 2.7, "y": 0.9786854344045 }, { "x": 2.75, "y": 0.98020049021046 }, { "x": 2.8, "y": 0.98159829877003 }, { "x": 2.85, "y": 0.98288863601895 }, { "x": 2.9, "y": 0.98408040945922 }, { "x": 2.95, "y": 0.98518173929425 }, { "x": 3, "y": 0.9862000317248 }, { "x": 3.05, "y": 0.9871420451693 }, { "x": 3.1, "y": 0.98801395010063 }, { "x": 3.15, "y": 0.98882138312567 }, { "x": 3.2, "y": 0.98956949587352 }, { "x": 3.25, "y": 0.99026299920358 }, { "x": 3.3, "y": 0.99090620319395 }, { "x": 3.35, "y": 0.9915030533258 }, { "x": 3.4, "y": 0.99205716323769 }, { "x": 3.45, "y": 0.99257184438663 }, { "x": 3.5, "y": 0.99305013291934 }, { "x": 3.55, "y": 0.99349481402636 }, { "x": 3.6, "y": 0.99390844402476 }, { "x": 3.65, "y": 0.99429337039046 }, { "x": 3.7, "y": 0.99465174993884 }, { "x": 3.75, "y": 0.99498556533289 }, { "x": 3.8, "y": 0.99529664007976 }, { "x": 3.85, "y": 0.99558665216097 }, { "x": 3.9, "y": 0.99585714642668 }, { "x": 3.94999999999999, "y": 0.99610954587188 }, { "x": 3.99999999999999, "y": 0.99634516190031 } ] }, { "id": 514, "curve_id": "E8.4", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": -0.223143551315058, "sigma": 0.60000000000275433, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.223, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.90964691E-06 }, { "x": 0.1, "y": 0.00026439120652 }, { "x": 0.15, "y": 0.00263572180581 }, { "x": 0.2, "y": 0.01043050412648 }, { "x": 0.25, "y": 0.02627596506433 }, { "x": 0.3, "y": 0.05105435904658 }, { "x": 0.35, "y": 0.08413289022432 }, { "x": 0.4, "y": 0.12399499425286 }, { "x": 0.45, "y": 0.16879442534786 }, { "x": 0.5, "y": 0.21671392131122 }, { "x": 0.55, "y": 0.26615321902735 }, { "x": 0.6, "y": 0.3158021097756 }, { "x": 0.65, "y": 0.36464670460033 }, { "x": 0.7, "y": 0.41194197400918 }, { "x": 0.75, "y": 0.4571706974663 }, { "x": 0.8, "y": 0.5 }, { "x": 0.85, "y": 0.54024105772855 }, { "x": 0.9, "y": 0.57781429920709 }, { "x": 0.95, "y": 0.61272065846136 }, { "x": 1, "y": 0.64501855093776 }, { "x": 1.05, "y": 0.67480586316192 }, { "x": 1.1, "y": 0.70220613860647 }, { "x": 1.15, "y": 0.72735817065505 }, { "x": 1.2, "y": 0.75040830239576 }, { "x": 1.25, "y": 0.7715048412238 }, { "x": 1.3, "y": 0.79079410309546 }, { "x": 1.35, "y": 0.80841769732458 }, { "x": 1.4, "y": 0.82451074474016 }, { "x": 1.45, "y": 0.83920078965296 }, { "x": 1.5, "y": 0.85260722068189 }, { "x": 1.55, "y": 0.86484105888761 }, { "x": 1.6, "y": 0.87600500574714 }, { "x": 1.65, "y": 0.88619367003327 }, { "x": 1.7, "y": 0.89549391315721 }, { "x": 1.75, "y": 0.90398526826512 }, { "x": 1.8, "y": 0.9117404003852 }, { "x": 1.85, "y": 0.91882558403361 }, { "x": 1.9, "y": 0.92530118156382 }, { "x": 1.95, "y": 0.93122211070085 }, { "x": 2, "y": 0.93663829354316 }, { "x": 2.05, "y": 0.94159508215281 }, { "x": 2.1, "y": 0.94613365793019 }, { "x": 2.15, "y": 0.95029140346899 }, { "x": 2.2, "y": 0.9541022466519 }, { "x": 2.25, "y": 0.95759697748791 }, { "x": 2.3, "y": 0.96080353868954 }, { "x": 2.35, "y": 0.96374729130756 }, { "x": 2.4, "y": 0.96645125692808 }, { "x": 2.45, "y": 0.96893633803043 }, { "x": 2.5, "y": 0.97122151812913 }, { "x": 2.55, "y": 0.97332404330165 }, { "x": 2.6, "y": 0.97525958664976 }, { "x": 2.65, "y": 0.97704239716784 }, { "x": 2.7, "y": 0.9786854344045 }, { "x": 2.75, "y": 0.98020049021046 }, { "x": 2.8, "y": 0.98159829877003 }, { "x": 2.85, "y": 0.98288863601895 }, { "x": 2.9, "y": 0.98408040945922 }, { "x": 2.95, "y": 0.98518173929425 }, { "x": 3, "y": 0.9862000317248 }, { "x": 3.05, "y": 0.9871420451693 }, { "x": 3.1, "y": 0.98801395010063 }, { "x": 3.15, "y": 0.98882138312567 }, { "x": 3.2, "y": 0.98956949587352 }, { "x": 3.25, "y": 0.99026299920358 }, { "x": 3.3, "y": 0.99090620319395 }, { "x": 3.35, "y": 0.9915030533258 }, { "x": 3.4, "y": 0.99205716323769 }, { "x": 3.45, "y": 0.99257184438663 }, { "x": 3.5, "y": 0.99305013291934 }, { "x": 3.55, "y": 0.99349481402636 }, { "x": 3.6, "y": 0.99390844402476 }, { "x": 3.65, "y": 0.99429337039046 }, { "x": 3.7, "y": 0.99465174993884 }, { "x": 3.75, "y": 0.99498556533289 }, { "x": 3.8, "y": 0.99529664007976 }, { "x": 3.85, "y": 0.99558665216097 }, { "x": 3.9, "y": 0.99585714642668 }, { "x": 3.94999999999999, "y": 0.99610954587188 }, { "x": 3.99999999999999, "y": 0.99634516190031 } ] }, { "id": 515, "curve_id": "E8.5", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Anchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.4054651080963842, "sigma": 0.80000000013471784, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.405, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.061733071E-05 }, { "x": 0.1, "y": 0.00035580992115 }, { "x": 0.15, "y": 0.00199955859466 }, { "x": 0.2, "y": 0.00589063969492 }, { "x": 0.25, "y": 0.01255522433896 }, { "x": 0.3, "y": 0.0221206495707 }, { "x": 0.35, "y": 0.0344473980233 }, { "x": 0.4, "y": 0.0492474230848 }, { "x": 0.45, "y": 0.06616640842567 }, { "x": 0.5, "y": 0.0848349334871 }, { "x": 0.55, "y": 0.10489780841755 }, { "x": 0.6, "y": 0.12602932342077 }, { "x": 0.65, "y": 0.14793985169127 }, { "x": 0.7, "y": 0.17037736545053 }, { "x": 0.75, "y": 0.19312610938197 }, { "x": 0.8, "y": 0.21600381085261 }, { "x": 0.85, "y": 0.23885825476437 }, { "x": 0.9, "y": 0.26156370549483 }, { "x": 0.95, "y": 0.28401744503265 }, { "x": 1, "y": 0.30613656640275 }, { "x": 1.05, "y": 0.32785508361679 }, { "x": 1.1, "y": 0.3491213739271 }, { "x": 1.15, "y": 0.36989594268312 }, { "x": 1.2, "y": 0.39014948780405 }, { "x": 1.25, "y": 0.40986123492412 }, { "x": 1.3, "y": 0.42901751261132 }, { "x": 1.35, "y": 0.44761053783245 }, { "x": 1.4, "y": 0.46563738388897 }, { "x": 1.45, "y": 0.4830991056848 }, { "x": 1.5, "y": 0.5 }, { "x": 1.55, "y": 0.51634698119802 }, { "x": 1.6, "y": 0.53214905536748 }, { "x": 1.65, "y": 0.54741687823122 }, { "x": 1.7, "y": 0.56216238422932 }, { "x": 1.75, "y": 0.57639847600173 }, { "x": 1.8, "y": 0.59013876507588 }, { "x": 1.85, "y": 0.60339735592837 }, { "x": 1.9, "y": 0.61618866675954 }, { "x": 1.95, "y": 0.62852728132096 }, { "x": 2, "y": 0.64042782698928 }, { "x": 2.05, "y": 0.65190487500674 }, { "x": 2.1, "y": 0.66297285942656 }, { "x": 2.15, "y": 0.67364601182618 }, { "x": 2.2, "y": 0.683938309297 }, { "x": 2.25, "y": 0.69386343359725 }, { "x": 2.3, "y": 0.70343473967564 }, { "x": 2.35, "y": 0.71266523204546 }, { "x": 2.4, "y": 0.72156754772017 }, { "x": 2.45, "y": 0.73015394461744 }, { "x": 2.5, "y": 0.73843629450517 }, { "x": 2.55, "y": 0.7464260797046 }, { "x": 2.6, "y": 0.7541343928856 }, { "x": 2.65, "y": 0.7615719393915 }, { "x": 2.7, "y": 0.7687490416176 }, { "x": 2.75, "y": 0.77567564504124 }, { "x": 2.8, "y": 0.78236132556417 }, { "x": 2.85, "y": 0.7888152978814 }, { "x": 2.9, "y": 0.79504642463596 }, { "x": 2.95, "y": 0.80106322615783 }, { "x": 3, "y": 0.80687389061803 }, { "x": 3.05, "y": 0.81248628445694 }, { "x": 3.1, "y": 0.8179079629695 }, { "x": 3.15, "y": 0.82314618095035 }, { "x": 3.2, "y": 0.82820790331901 }, { "x": 3.25, "y": 0.83309981565964 }, { "x": 3.3, "y": 0.83782833462257 }, { "x": 3.35, "y": 0.84239961814496 }, { "x": 3.4, "y": 0.84681957545687 }, { "x": 3.45, "y": 0.8510938768466 }, { "x": 3.5, "y": 0.85522796316532 }, { "x": 3.55, "y": 0.85922705505636 }, { "x": 3.6, "y": 0.86309616189885 }, { "x": 3.65, "y": 0.86684009045943 }, { "x": 3.7, "y": 0.87046345324835 }, { "x": 3.75, "y": 0.87397067657923 }, { "x": 3.8, "y": 0.87736600833374 }, { "x": 3.85, "y": 0.88065352543397 }, { "x": 3.9, "y": 0.88383714102709 }, { "x": 3.94999999999999, "y": 0.88692061138747 }, { "x": 3.99999999999999, "y": 0.88990754254279 } ] }, { "id": 516, "curve_id": "E8.6", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Anchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.0953101798043037, "sigma": 0.80000000000004345, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.095, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 5.581761733E-05 }, { "x": 0.1, "y": 0.00136160394305 }, { "x": 0.15, "y": 0.00637749804793 }, { "x": 0.2, "y": 0.01654724398609 }, { "x": 0.25, "y": 0.03201250391648 }, { "x": 0.3, "y": 0.05217683600792 }, { "x": 0.35, "y": 0.07615560149102 }, { "x": 0.4, "y": 0.10302510597051 }, { "x": 0.45, "y": 0.13193894808619 }, { "x": 0.5, "y": 0.16217166537743 }, { "x": 0.55, "y": 0.19312610938197 }, { "x": 0.6, "y": 0.22432435495876 }, { "x": 0.65, "y": 0.25539233649816 }, { "x": 0.7, "y": 0.28604320616776 }, { "x": 0.75, "y": 0.316061690703 }, { "x": 0.8, "y": 0.34529033900035 }, { "x": 0.85, "y": 0.37361787265255 }, { "x": 0.9, "y": 0.40096953763539 }, { "x": 0.95, "y": 0.42729922844577 }, { "x": 1, "y": 0.45258312176878 }, { "x": 1.05, "y": 0.47681456596713 }, { "x": 1.1, "y": 0.5 }, { "x": 1.15, "y": 0.52215570810097 }, { "x": 1.2, "y": 0.54330524863363 }, { "x": 1.25, "y": 0.56347742441205 }, { "x": 1.3, "y": 0.582704686578 }, { "x": 1.35, "y": 0.60102188487195 }, { "x": 1.4, "y": 0.61846529419317 }, { "x": 1.45, "y": 0.63507186122052 }, { "x": 1.5, "y": 0.6508786260729 }, { "x": 1.55, "y": 0.66592228300014 }, { "x": 1.6, "y": 0.6802388513197 }, { "x": 1.65, "y": 0.69386343359725 }, { "x": 1.7, "y": 0.70683004269341 }, { "x": 1.75, "y": 0.71917148299542 }, { "x": 1.8, "y": 0.73091927410789 }, { "x": 1.85, "y": 0.74210360764002 }, { "x": 1.9, "y": 0.75275332961762 }, { "x": 1.95, "y": 0.76289594256176 }, { "x": 2, "y": 0.77255762248837 }, { "x": 2.05, "y": 0.78176324705448 }, { "x": 2.1, "y": 0.79053643185573 }, { "x": 2.15, "y": 0.79889957250439 }, { "x": 2.2, "y": 0.80687389061803 }, { "x": 2.25, "y": 0.81447948225081 }, { "x": 2.3, "y": 0.82173536762138 }, { "x": 2.35, "y": 0.82865954124976 }, { "x": 2.4, "y": 0.83526902182165 }, { "x": 2.45, "y": 0.84157990126441 }, { "x": 2.5, "y": 0.84760739265036 }, { "x": 2.55, "y": 0.85336587664795 }, { "x": 2.6, "y": 0.85886894632491 }, { "x": 2.65, "y": 0.86412945017288 }, { "x": 2.7, "y": 0.86915953327513 }, { "x": 2.75, "y": 0.87397067657923 }, { "x": 2.8, "y": 0.87857373426773 }, { "x": 2.85, "y": 0.88297896924428 }, { "x": 2.9, "y": 0.88719608677038 }, { "x": 2.95, "y": 0.8912342663017 }, { "x": 3, "y": 0.89510219158245 }, { "x": 3.05, "y": 0.898808079063 }, { "x": 3.1, "y": 0.90235970471065 }, { "x": 3.15, "y": 0.90576442928533 }, { "x": 3.2, "y": 0.90902922215386 }, { "x": 3.25, "y": 0.91216068371577 }, { "x": 3.3, "y": 0.9151650665129 }, { "x": 3.35, "y": 0.91804829509372 }, { "x": 3.4, "y": 0.92081598470095 }, { "x": 3.45, "y": 0.92347345884876 }, { "x": 3.5, "y": 0.92602576585336 }, { "x": 3.55, "y": 0.92847769437792 }, { "x": 3.6, "y": 0.93083378804991 }, { "x": 3.65, "y": 0.93309835920613 }, { "x": 3.7, "y": 0.93527550181792 }, { "x": 3.75, "y": 0.937369103646 }, { "x": 3.8, "y": 0.93938285767195 }, { "x": 3.85, "y": 0.94132027285049 }, { "x": 3.9, "y": 0.94318468422413 }, { "x": 3.94999999999999, "y": 0.94497926243958 }, { "x": 3.99999999999999, "y": 0.9467070227026 } ] }, { "id": 517, "curve_id": "E8.7", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Unanchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.4054651080963842, "sigma": 0.80000000013471784, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.405, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.061733071E-05 }, { "x": 0.1, "y": 0.00035580992115 }, { "x": 0.15, "y": 0.00199955859466 }, { "x": 0.2, "y": 0.00589063969492 }, { "x": 0.25, "y": 0.01255522433896 }, { "x": 0.3, "y": 0.0221206495707 }, { "x": 0.35, "y": 0.0344473980233 }, { "x": 0.4, "y": 0.0492474230848 }, { "x": 0.45, "y": 0.06616640842567 }, { "x": 0.5, "y": 0.0848349334871 }, { "x": 0.55, "y": 0.10489780841755 }, { "x": 0.6, "y": 0.12602932342077 }, { "x": 0.65, "y": 0.14793985169127 }, { "x": 0.7, "y": 0.17037736545053 }, { "x": 0.75, "y": 0.19312610938197 }, { "x": 0.8, "y": 0.21600381085261 }, { "x": 0.85, "y": 0.23885825476437 }, { "x": 0.9, "y": 0.26156370549483 }, { "x": 0.95, "y": 0.28401744503265 }, { "x": 1, "y": 0.30613656640275 }, { "x": 1.05, "y": 0.32785508361679 }, { "x": 1.1, "y": 0.3491213739271 }, { "x": 1.15, "y": 0.36989594268312 }, { "x": 1.2, "y": 0.39014948780405 }, { "x": 1.25, "y": 0.40986123492412 }, { "x": 1.3, "y": 0.42901751261132 }, { "x": 1.35, "y": 0.44761053783245 }, { "x": 1.4, "y": 0.46563738388897 }, { "x": 1.45, "y": 0.4830991056848 }, { "x": 1.5, "y": 0.5 }, { "x": 1.55, "y": 0.51634698119802 }, { "x": 1.6, "y": 0.53214905536748 }, { "x": 1.65, "y": 0.54741687823122 }, { "x": 1.7, "y": 0.56216238422932 }, { "x": 1.75, "y": 0.57639847600173 }, { "x": 1.8, "y": 0.59013876507588 }, { "x": 1.85, "y": 0.60339735592837 }, { "x": 1.9, "y": 0.61618866675954 }, { "x": 1.95, "y": 0.62852728132096 }, { "x": 2, "y": 0.64042782698928 }, { "x": 2.05, "y": 0.65190487500674 }, { "x": 2.1, "y": 0.66297285942656 }, { "x": 2.15, "y": 0.67364601182618 }, { "x": 2.2, "y": 0.683938309297 }, { "x": 2.25, "y": 0.69386343359725 }, { "x": 2.3, "y": 0.70343473967564 }, { "x": 2.35, "y": 0.71266523204546 }, { "x": 2.4, "y": 0.72156754772017 }, { "x": 2.45, "y": 0.73015394461744 }, { "x": 2.5, "y": 0.73843629450517 }, { "x": 2.55, "y": 0.7464260797046 }, { "x": 2.6, "y": 0.7541343928856 }, { "x": 2.65, "y": 0.7615719393915 }, { "x": 2.7, "y": 0.7687490416176 }, { "x": 2.75, "y": 0.77567564504124 }, { "x": 2.8, "y": 0.78236132556417 }, { "x": 2.85, "y": 0.7888152978814 }, { "x": 2.9, "y": 0.79504642463596 }, { "x": 2.95, "y": 0.80106322615783 }, { "x": 3, "y": 0.80687389061803 }, { "x": 3.05, "y": 0.81248628445694 }, { "x": 3.1, "y": 0.8179079629695 }, { "x": 3.15, "y": 0.82314618095035 }, { "x": 3.2, "y": 0.82820790331901 }, { "x": 3.25, "y": 0.83309981565964 }, { "x": 3.3, "y": 0.83782833462257 }, { "x": 3.35, "y": 0.84239961814496 }, { "x": 3.4, "y": 0.84681957545687 }, { "x": 3.45, "y": 0.8510938768466 }, { "x": 3.5, "y": 0.85522796316532 }, { "x": 3.55, "y": 0.85922705505636 }, { "x": 3.6, "y": 0.86309616189885 }, { "x": 3.65, "y": 0.86684009045943 }, { "x": 3.7, "y": 0.87046345324835 }, { "x": 3.75, "y": 0.87397067657923 }, { "x": 3.8, "y": 0.87736600833374 }, { "x": 3.85, "y": 0.88065352543397 }, { "x": 3.9, "y": 0.88383714102709 }, { "x": 3.94999999999999, "y": 0.88692061138747 }, { "x": 3.99999999999999, "y": 0.88990754254279 } ] }, { "id": 518, "curve_id": "E8.8", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Unanchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.4054651080963842, "sigma": 0.80000000013471784, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.405, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.061733071E-05 }, { "x": 0.1, "y": 0.00035580992115 }, { "x": 0.15, "y": 0.00199955859466 }, { "x": 0.2, "y": 0.00589063969492 }, { "x": 0.25, "y": 0.01255522433896 }, { "x": 0.3, "y": 0.0221206495707 }, { "x": 0.35, "y": 0.0344473980233 }, { "x": 0.4, "y": 0.0492474230848 }, { "x": 0.45, "y": 0.06616640842567 }, { "x": 0.5, "y": 0.0848349334871 }, { "x": 0.55, "y": 0.10489780841755 }, { "x": 0.6, "y": 0.12602932342077 }, { "x": 0.65, "y": 0.14793985169127 }, { "x": 0.7, "y": 0.17037736545053 }, { "x": 0.75, "y": 0.19312610938197 }, { "x": 0.8, "y": 0.21600381085261 }, { "x": 0.85, "y": 0.23885825476437 }, { "x": 0.9, "y": 0.26156370549483 }, { "x": 0.95, "y": 0.28401744503265 }, { "x": 1, "y": 0.30613656640275 }, { "x": 1.05, "y": 0.32785508361679 }, { "x": 1.1, "y": 0.3491213739271 }, { "x": 1.15, "y": 0.36989594268312 }, { "x": 1.2, "y": 0.39014948780405 }, { "x": 1.25, "y": 0.40986123492412 }, { "x": 1.3, "y": 0.42901751261132 }, { "x": 1.35, "y": 0.44761053783245 }, { "x": 1.4, "y": 0.46563738388897 }, { "x": 1.45, "y": 0.4830991056848 }, { "x": 1.5, "y": 0.5 }, { "x": 1.55, "y": 0.51634698119802 }, { "x": 1.6, "y": 0.53214905536748 }, { "x": 1.65, "y": 0.54741687823122 }, { "x": 1.7, "y": 0.56216238422932 }, { "x": 1.75, "y": 0.57639847600173 }, { "x": 1.8, "y": 0.59013876507588 }, { "x": 1.85, "y": 0.60339735592837 }, { "x": 1.9, "y": 0.61618866675954 }, { "x": 1.95, "y": 0.62852728132096 }, { "x": 2, "y": 0.64042782698928 }, { "x": 2.05, "y": 0.65190487500674 }, { "x": 2.1, "y": 0.66297285942656 }, { "x": 2.15, "y": 0.67364601182618 }, { "x": 2.2, "y": 0.683938309297 }, { "x": 2.25, "y": 0.69386343359725 }, { "x": 2.3, "y": 0.70343473967564 }, { "x": 2.35, "y": 0.71266523204546 }, { "x": 2.4, "y": 0.72156754772017 }, { "x": 2.45, "y": 0.73015394461744 }, { "x": 2.5, "y": 0.73843629450517 }, { "x": 2.55, "y": 0.7464260797046 }, { "x": 2.6, "y": 0.7541343928856 }, { "x": 2.65, "y": 0.7615719393915 }, { "x": 2.7, "y": 0.7687490416176 }, { "x": 2.75, "y": 0.77567564504124 }, { "x": 2.8, "y": 0.78236132556417 }, { "x": 2.85, "y": 0.7888152978814 }, { "x": 2.9, "y": 0.79504642463596 }, { "x": 2.95, "y": 0.80106322615783 }, { "x": 3, "y": 0.80687389061803 }, { "x": 3.05, "y": 0.81248628445694 }, { "x": 3.1, "y": 0.8179079629695 }, { "x": 3.15, "y": 0.82314618095035 }, { "x": 3.2, "y": 0.82820790331901 }, { "x": 3.25, "y": 0.83309981565964 }, { "x": 3.3, "y": 0.83782833462257 }, { "x": 3.35, "y": 0.84239961814496 }, { "x": 3.4, "y": 0.84681957545687 }, { "x": 3.45, "y": 0.8510938768466 }, { "x": 3.5, "y": 0.85522796316532 }, { "x": 3.55, "y": 0.85922705505636 }, { "x": 3.6, "y": 0.86309616189885 }, { "x": 3.65, "y": 0.86684009045943 }, { "x": 3.7, "y": 0.87046345324835 }, { "x": 3.75, "y": 0.87397067657923 }, { "x": 3.8, "y": 0.87736600833374 }, { "x": 3.85, "y": 0.88065352543397 }, { "x": 3.9, "y": 0.88383714102709 }, { "x": 3.94999999999999, "y": 0.88692061138747 }, { "x": 3.99999999999999, "y": 0.88990754254279 } ] }, { "id": 519, "curve_id": "E8.9", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Light rail DC power substation", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.4054651080963842, "sigma": 0.80000000013471784, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.405, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.061733071E-05 }, { "x": 0.1, "y": 0.00035580992115 }, { "x": 0.15, "y": 0.00199955859466 }, { "x": 0.2, "y": 0.00589063969492 }, { "x": 0.25, "y": 0.01255522433896 }, { "x": 0.3, "y": 0.0221206495707 }, { "x": 0.35, "y": 0.0344473980233 }, { "x": 0.4, "y": 0.0492474230848 }, { "x": 0.45, "y": 0.06616640842567 }, { "x": 0.5, "y": 0.0848349334871 }, { "x": 0.55, "y": 0.10489780841755 }, { "x": 0.6, "y": 0.12602932342077 }, { "x": 0.65, "y": 0.14793985169127 }, { "x": 0.7, "y": 0.17037736545053 }, { "x": 0.75, "y": 0.19312610938197 }, { "x": 0.8, "y": 0.21600381085261 }, { "x": 0.85, "y": 0.23885825476437 }, { "x": 0.9, "y": 0.26156370549483 }, { "x": 0.95, "y": 0.28401744503265 }, { "x": 1, "y": 0.30613656640275 }, { "x": 1.05, "y": 0.32785508361679 }, { "x": 1.1, "y": 0.3491213739271 }, { "x": 1.15, "y": 0.36989594268312 }, { "x": 1.2, "y": 0.39014948780405 }, { "x": 1.25, "y": 0.40986123492412 }, { "x": 1.3, "y": 0.42901751261132 }, { "x": 1.35, "y": 0.44761053783245 }, { "x": 1.4, "y": 0.46563738388897 }, { "x": 1.45, "y": 0.4830991056848 }, { "x": 1.5, "y": 0.5 }, { "x": 1.55, "y": 0.51634698119802 }, { "x": 1.6, "y": 0.53214905536748 }, { "x": 1.65, "y": 0.54741687823122 }, { "x": 1.7, "y": 0.56216238422932 }, { "x": 1.75, "y": 0.57639847600173 }, { "x": 1.8, "y": 0.59013876507588 }, { "x": 1.85, "y": 0.60339735592837 }, { "x": 1.9, "y": 0.61618866675954 }, { "x": 1.95, "y": 0.62852728132096 }, { "x": 2, "y": 0.64042782698928 }, { "x": 2.05, "y": 0.65190487500674 }, { "x": 2.1, "y": 0.66297285942656 }, { "x": 2.15, "y": 0.67364601182618 }, { "x": 2.2, "y": 0.683938309297 }, { "x": 2.25, "y": 0.69386343359725 }, { "x": 2.3, "y": 0.70343473967564 }, { "x": 2.35, "y": 0.71266523204546 }, { "x": 2.4, "y": 0.72156754772017 }, { "x": 2.45, "y": 0.73015394461744 }, { "x": 2.5, "y": 0.73843629450517 }, { "x": 2.55, "y": 0.7464260797046 }, { "x": 2.6, "y": 0.7541343928856 }, { "x": 2.65, "y": 0.7615719393915 }, { "x": 2.7, "y": 0.7687490416176 }, { "x": 2.75, "y": 0.77567564504124 }, { "x": 2.8, "y": 0.78236132556417 }, { "x": 2.85, "y": 0.7888152978814 }, { "x": 2.9, "y": 0.79504642463596 }, { "x": 2.95, "y": 0.80106322615783 }, { "x": 3, "y": 0.80687389061803 }, { "x": 3.05, "y": 0.81248628445694 }, { "x": 3.1, "y": 0.8179079629695 }, { "x": 3.15, "y": 0.82314618095035 }, { "x": 3.2, "y": 0.82820790331901 }, { "x": 3.25, "y": 0.83309981565964 }, { "x": 3.3, "y": 0.83782833462257 }, { "x": 3.35, "y": 0.84239961814496 }, { "x": 3.4, "y": 0.84681957545687 }, { "x": 3.45, "y": 0.8510938768466 }, { "x": 3.5, "y": 0.85522796316532 }, { "x": 3.55, "y": 0.85922705505636 }, { "x": 3.6, "y": 0.86309616189885 }, { "x": 3.65, "y": 0.86684009045943 }, { "x": 3.7, "y": 0.87046345324835 }, { "x": 3.75, "y": 0.87397067657923 }, { "x": 3.8, "y": 0.87736600833374 }, { "x": 3.85, "y": 0.88065352543397 }, { "x": 3.9, "y": 0.88383714102709 }, { "x": 3.94999999999999, "y": 0.88692061138747 }, { "x": 3.99999999999999, "y": 0.88990754254279 } ] }, { "id": 520, "curve_id": "E9.1", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Anchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.0953101797795092, "sigma": 0.6000000002742002, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.095, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.2904211E-07 }, { "x": 0.1, "y": 3.214401013E-05 }, { "x": 0.15, "y": 0.00044893274301 }, { "x": 0.2, "y": 0.00224687588691 }, { "x": 0.25, "y": 0.00676810980282 }, { "x": 0.3, "y": 0.0151757924703 }, { "x": 0.35, "y": 0.02815983569553 }, { "x": 0.4, "y": 0.0458977533481 }, { "x": 0.45, "y": 0.06815203291405 }, { "x": 0.5, "y": 0.09440701723261 }, { "x": 0.55, "y": 0.12399499425286 }, { "x": 0.6, "y": 0.15619343139474 }, { "x": 0.65, "y": 0.19029171095951 }, { "x": 0.7, "y": 0.22563226420144 }, { "x": 0.75, "y": 0.2616325609188 }, { "x": 0.8, "y": 0.29779386139353 }, { "x": 0.85, "y": 0.33370141905621 }, { "x": 0.9, "y": 0.36901957015488 }, { "x": 0.95, "y": 0.40348409261416 }, { "x": 1, "y": 0.43689340924465 }, { "x": 1.05, "y": 0.46909962709009 }, { "x": 1.1, "y": 0.5 }, { "x": 1.15, "y": 0.52952913028417 }, { "x": 1.2, "y": 0.55765204959191 }, { "x": 1.25, "y": 0.5843582096973 }, { "x": 1.3, "y": 0.60965634918179 }, { "x": 1.35, "y": 0.6335701668318 }, { "x": 1.4, "y": 0.65613471633479 }, { "x": 1.45, "y": 0.67739343237872 }, { "x": 1.5, "y": 0.69739570074544 }, { "x": 1.55, "y": 0.71619489130603 }, { "x": 1.6, "y": 0.73384678097265 }, { "x": 1.65, "y": 0.75040830239576 }, { "x": 1.7, "y": 0.7659365627766 }, { "x": 1.75, "y": 0.78048808518207 }, { "x": 1.8, "y": 0.79411823199948 }, { "x": 1.85, "y": 0.80688077657973 }, { "x": 1.9, "y": 0.81882759469454 }, { "x": 1.95, "y": 0.83000845222616 }, { "x": 2, "y": 0.8404708695871 }, { "x": 2.05, "y": 0.85026004681386 }, { "x": 2.1, "y": 0.85941883617209 }, { "x": 2.15, "y": 0.86798775152741 }, { "x": 2.2, "y": 0.87600500574714 }, { "x": 2.25, "y": 0.88350656906328 }, { "x": 2.3, "y": 0.89052624270335 }, { "x": 2.35, "y": 0.89709574322785 }, { "x": 2.4, "y": 0.90324479394261 }, { "x": 2.45, "y": 0.90900122051542 }, { "x": 2.5, "y": 0.91439104854647 }, { "x": 2.55, "y": 0.9194386013477 }, { "x": 2.6, "y": 0.92416659659512 }, { "x": 2.65, "y": 0.92859624084926 }, { "x": 2.7, "y": 0.9327473212047 }, { "x": 2.75, "y": 0.93663829354316 }, { "x": 2.8, "y": 0.94028636703386 }, { "x": 2.85, "y": 0.94370758465964 }, { "x": 2.9, "y": 0.94691689965265 }, { "x": 2.95, "y": 0.94992824780536 }, { "x": 3, "y": 0.95275461568582 }, { "x": 3.05, "y": 0.95540810483382 }, { "x": 3.1, "y": 0.95789999204985 }, { "x": 3.15, "y": 0.96024078591429 }, { "x": 3.2, "y": 0.96244027969193 }, { "x": 3.25, "y": 0.96450760078791 }, { "x": 3.3, "y": 0.96645125692808 }, { "x": 3.35, "y": 0.96827917923874 }, { "x": 3.4, "y": 0.96999876240086 }, { "x": 3.45, "y": 0.97161690205083 }, { "x": 3.5, "y": 0.97314002959553 }, { "x": 3.55, "y": 0.97457414460419 }, { "x": 3.6, "y": 0.97592484493265 }, { "x": 3.65, "y": 0.97719735472892 }, { "x": 3.7, "y": 0.97839655046172 }, { "x": 3.75, "y": 0.97952698510571 }, { "x": 3.8, "y": 0.98059291061016 }, { "x": 3.85, "y": 0.98159829877003 }, { "x": 3.9, "y": 0.98254686061129 }, { "x": 3.94999999999999, "y": 0.9834420643953 }, { "x": 3.99999999999999, "y": 0.98428715234022 } ] }, { "id": 521, "curve_id": "E9.2", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Anchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 0.0953101797795092, "sigma": 0.6000000002742002, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.095, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.2904211E-07 }, { "x": 0.1, "y": 3.214401013E-05 }, { "x": 0.15, "y": 0.00044893274301 }, { "x": 0.2, "y": 0.00224687588691 }, { "x": 0.25, "y": 0.00676810980282 }, { "x": 0.3, "y": 0.0151757924703 }, { "x": 0.35, "y": 0.02815983569553 }, { "x": 0.4, "y": 0.0458977533481 }, { "x": 0.45, "y": 0.06815203291405 }, { "x": 0.5, "y": 0.09440701723261 }, { "x": 0.55, "y": 0.12399499425286 }, { "x": 0.6, "y": 0.15619343139474 }, { "x": 0.65, "y": 0.19029171095951 }, { "x": 0.7, "y": 0.22563226420144 }, { "x": 0.75, "y": 0.2616325609188 }, { "x": 0.8, "y": 0.29779386139353 }, { "x": 0.85, "y": 0.33370141905621 }, { "x": 0.9, "y": 0.36901957015488 }, { "x": 0.95, "y": 0.40348409261416 }, { "x": 1, "y": 0.43689340924465 }, { "x": 1.05, "y": 0.46909962709009 }, { "x": 1.1, "y": 0.5 }, { "x": 1.15, "y": 0.52952913028417 }, { "x": 1.2, "y": 0.55765204959191 }, { "x": 1.25, "y": 0.5843582096973 }, { "x": 1.3, "y": 0.60965634918179 }, { "x": 1.35, "y": 0.6335701668318 }, { "x": 1.4, "y": 0.65613471633479 }, { "x": 1.45, "y": 0.67739343237872 }, { "x": 1.5, "y": 0.69739570074544 }, { "x": 1.55, "y": 0.71619489130603 }, { "x": 1.6, "y": 0.73384678097265 }, { "x": 1.65, "y": 0.75040830239576 }, { "x": 1.7, "y": 0.7659365627766 }, { "x": 1.75, "y": 0.78048808518207 }, { "x": 1.8, "y": 0.79411823199948 }, { "x": 1.85, "y": 0.80688077657973 }, { "x": 1.9, "y": 0.81882759469454 }, { "x": 1.95, "y": 0.83000845222616 }, { "x": 2, "y": 0.8404708695871 }, { "x": 2.05, "y": 0.85026004681386 }, { "x": 2.1, "y": 0.85941883617209 }, { "x": 2.15, "y": 0.86798775152741 }, { "x": 2.2, "y": 0.87600500574714 }, { "x": 2.25, "y": 0.88350656906328 }, { "x": 2.3, "y": 0.89052624270335 }, { "x": 2.35, "y": 0.89709574322785 }, { "x": 2.4, "y": 0.90324479394261 }, { "x": 2.45, "y": 0.90900122051542 }, { "x": 2.5, "y": 0.91439104854647 }, { "x": 2.55, "y": 0.9194386013477 }, { "x": 2.6, "y": 0.92416659659512 }, { "x": 2.65, "y": 0.92859624084926 }, { "x": 2.7, "y": 0.9327473212047 }, { "x": 2.75, "y": 0.93663829354316 }, { "x": 2.8, "y": 0.94028636703386 }, { "x": 2.85, "y": 0.94370758465964 }, { "x": 2.9, "y": 0.94691689965265 }, { "x": 2.95, "y": 0.94992824780536 }, { "x": 3, "y": 0.95275461568582 }, { "x": 3.05, "y": 0.95540810483382 }, { "x": 3.1, "y": 0.95789999204985 }, { "x": 3.15, "y": 0.96024078591429 }, { "x": 3.2, "y": 0.96244027969193 }, { "x": 3.25, "y": 0.96450760078791 }, { "x": 3.3, "y": 0.96645125692808 }, { "x": 3.35, "y": 0.96827917923874 }, { "x": 3.4, "y": 0.96999876240086 }, { "x": 3.45, "y": 0.97161690205083 }, { "x": 3.5, "y": 0.97314002959553 }, { "x": 3.55, "y": 0.97457414460419 }, { "x": 3.6, "y": 0.97592484493265 }, { "x": 3.65, "y": 0.97719735472892 }, { "x": 3.7, "y": 0.97839655046172 }, { "x": 3.75, "y": 0.97952698510571 }, { "x": 3.8, "y": 0.98059291061016 }, { "x": 3.85, "y": 0.98159829877003 }, { "x": 3.9, "y": 0.98254686061129 }, { "x": 3.94999999999999, "y": 0.9834420643953 }, { "x": 3.99999999999999, "y": 0.98428715234022 } ] }, { "id": 522, "curve_id": "E9.3", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": -0.223143551315058, "sigma": 0.60000000000275433, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.223, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.90964691E-06 }, { "x": 0.1, "y": 0.00026439120652 }, { "x": 0.15, "y": 0.00263572180581 }, { "x": 0.2, "y": 0.01043050412648 }, { "x": 0.25, "y": 0.02627596506433 }, { "x": 0.3, "y": 0.05105435904658 }, { "x": 0.35, "y": 0.08413289022432 }, { "x": 0.4, "y": 0.12399499425286 }, { "x": 0.45, "y": 0.16879442534786 }, { "x": 0.5, "y": 0.21671392131122 }, { "x": 0.55, "y": 0.26615321902735 }, { "x": 0.6, "y": 0.3158021097756 }, { "x": 0.65, "y": 0.36464670460033 }, { "x": 0.7, "y": 0.41194197400918 }, { "x": 0.75, "y": 0.4571706974663 }, { "x": 0.8, "y": 0.5 }, { "x": 0.85, "y": 0.54024105772855 }, { "x": 0.9, "y": 0.57781429920709 }, { "x": 0.95, "y": 0.61272065846136 }, { "x": 1, "y": 0.64501855093776 }, { "x": 1.05, "y": 0.67480586316192 }, { "x": 1.1, "y": 0.70220613860647 }, { "x": 1.15, "y": 0.72735817065505 }, { "x": 1.2, "y": 0.75040830239576 }, { "x": 1.25, "y": 0.7715048412238 }, { "x": 1.3, "y": 0.79079410309546 }, { "x": 1.35, "y": 0.80841769732458 }, { "x": 1.4, "y": 0.82451074474016 }, { "x": 1.45, "y": 0.83920078965296 }, { "x": 1.5, "y": 0.85260722068189 }, { "x": 1.55, "y": 0.86484105888761 }, { "x": 1.6, "y": 0.87600500574714 }, { "x": 1.65, "y": 0.88619367003327 }, { "x": 1.7, "y": 0.89549391315721 }, { "x": 1.75, "y": 0.90398526826512 }, { "x": 1.8, "y": 0.9117404003852 }, { "x": 1.85, "y": 0.91882558403361 }, { "x": 1.9, "y": 0.92530118156382 }, { "x": 1.95, "y": 0.93122211070085 }, { "x": 2, "y": 0.93663829354316 }, { "x": 2.05, "y": 0.94159508215281 }, { "x": 2.1, "y": 0.94613365793019 }, { "x": 2.15, "y": 0.95029140346899 }, { "x": 2.2, "y": 0.9541022466519 }, { "x": 2.25, "y": 0.95759697748791 }, { "x": 2.3, "y": 0.96080353868954 }, { "x": 2.35, "y": 0.96374729130756 }, { "x": 2.4, "y": 0.96645125692808 }, { "x": 2.45, "y": 0.96893633803043 }, { "x": 2.5, "y": 0.97122151812913 }, { "x": 2.55, "y": 0.97332404330165 }, { "x": 2.6, "y": 0.97525958664976 }, { "x": 2.65, "y": 0.97704239716784 }, { "x": 2.7, "y": 0.9786854344045 }, { "x": 2.75, "y": 0.98020049021046 }, { "x": 2.8, "y": 0.98159829877003 }, { "x": 2.85, "y": 0.98288863601895 }, { "x": 2.9, "y": 0.98408040945922 }, { "x": 2.95, "y": 0.98518173929425 }, { "x": 3, "y": 0.9862000317248 }, { "x": 3.05, "y": 0.9871420451693 }, { "x": 3.1, "y": 0.98801395010063 }, { "x": 3.15, "y": 0.98882138312567 }, { "x": 3.2, "y": 0.98956949587352 }, { "x": 3.25, "y": 0.99026299920358 }, { "x": 3.3, "y": 0.99090620319395 }, { "x": 3.35, "y": 0.9915030533258 }, { "x": 3.4, "y": 0.99205716323769 }, { "x": 3.45, "y": 0.99257184438663 }, { "x": 3.5, "y": 0.99305013291934 }, { "x": 3.55, "y": 0.99349481402636 }, { "x": 3.6, "y": 0.99390844402476 }, { "x": 3.65, "y": 0.99429337039046 }, { "x": 3.7, "y": 0.99465174993884 }, { "x": 3.75, "y": 0.99498556533289 }, { "x": 3.8, "y": 0.99529664007976 }, { "x": 3.85, "y": 0.99558665216097 }, { "x": 3.9, "y": 0.99585714642668 }, { "x": 3.94999999999999, "y": 0.99610954587188 }, { "x": 3.99999999999999, "y": 0.99634516190031 } ] }, { "id": 523, "curve_id": "E9.4", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": -0.223143551315058, "sigma": 0.60000000000275433, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.223, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.90964691E-06 }, { "x": 0.1, "y": 0.00026439120652 }, { "x": 0.15, "y": 0.00263572180581 }, { "x": 0.2, "y": 0.01043050412648 }, { "x": 0.25, "y": 0.02627596506433 }, { "x": 0.3, "y": 0.05105435904658 }, { "x": 0.35, "y": 0.08413289022432 }, { "x": 0.4, "y": 0.12399499425286 }, { "x": 0.45, "y": 0.16879442534786 }, { "x": 0.5, "y": 0.21671392131122 }, { "x": 0.55, "y": 0.26615321902735 }, { "x": 0.6, "y": 0.3158021097756 }, { "x": 0.65, "y": 0.36464670460033 }, { "x": 0.7, "y": 0.41194197400918 }, { "x": 0.75, "y": 0.4571706974663 }, { "x": 0.8, "y": 0.5 }, { "x": 0.85, "y": 0.54024105772855 }, { "x": 0.9, "y": 0.57781429920709 }, { "x": 0.95, "y": 0.61272065846136 }, { "x": 1, "y": 0.64501855093776 }, { "x": 1.05, "y": 0.67480586316192 }, { "x": 1.1, "y": 0.70220613860647 }, { "x": 1.15, "y": 0.72735817065505 }, { "x": 1.2, "y": 0.75040830239576 }, { "x": 1.25, "y": 0.7715048412238 }, { "x": 1.3, "y": 0.79079410309546 }, { "x": 1.35, "y": 0.80841769732458 }, { "x": 1.4, "y": 0.82451074474016 }, { "x": 1.45, "y": 0.83920078965296 }, { "x": 1.5, "y": 0.85260722068189 }, { "x": 1.55, "y": 0.86484105888761 }, { "x": 1.6, "y": 0.87600500574714 }, { "x": 1.65, "y": 0.88619367003327 }, { "x": 1.7, "y": 0.89549391315721 }, { "x": 1.75, "y": 0.90398526826512 }, { "x": 1.8, "y": 0.9117404003852 }, { "x": 1.85, "y": 0.91882558403361 }, { "x": 1.9, "y": 0.92530118156382 }, { "x": 1.95, "y": 0.93122211070085 }, { "x": 2, "y": 0.93663829354316 }, { "x": 2.05, "y": 0.94159508215281 }, { "x": 2.1, "y": 0.94613365793019 }, { "x": 2.15, "y": 0.95029140346899 }, { "x": 2.2, "y": 0.9541022466519 }, { "x": 2.25, "y": 0.95759697748791 }, { "x": 2.3, "y": 0.96080353868954 }, { "x": 2.35, "y": 0.96374729130756 }, { "x": 2.4, "y": 0.96645125692808 }, { "x": 2.45, "y": 0.96893633803043 }, { "x": 2.5, "y": 0.97122151812913 }, { "x": 2.55, "y": 0.97332404330165 }, { "x": 2.6, "y": 0.97525958664976 }, { "x": 2.65, "y": 0.97704239716784 }, { "x": 2.7, "y": 0.9786854344045 }, { "x": 2.75, "y": 0.98020049021046 }, { "x": 2.8, "y": 0.98159829877003 }, { "x": 2.85, "y": 0.98288863601895 }, { "x": 2.9, "y": 0.98408040945922 }, { "x": 2.95, "y": 0.98518173929425 }, { "x": 3, "y": 0.9862000317248 }, { "x": 3.05, "y": 0.9871420451693 }, { "x": 3.1, "y": 0.98801395010063 }, { "x": 3.15, "y": 0.98882138312567 }, { "x": 3.2, "y": 0.98956949587352 }, { "x": 3.25, "y": 0.99026299920358 }, { "x": 3.3, "y": 0.99090620319395 }, { "x": 3.35, "y": 0.9915030533258 }, { "x": 3.4, "y": 0.99205716323769 }, { "x": 3.45, "y": 0.99257184438663 }, { "x": 3.5, "y": 0.99305013291934 }, { "x": 3.55, "y": 0.99349481402636 }, { "x": 3.6, "y": 0.99390844402476 }, { "x": 3.65, "y": 0.99429337039046 }, { "x": 3.7, "y": 0.99465174993884 }, { "x": 3.75, "y": 0.99498556533289 }, { "x": 3.8, "y": 0.99529664007976 }, { "x": 3.85, "y": 0.99558665216097 }, { "x": 3.9, "y": 0.99585714642668 }, { "x": 3.94999999999999, "y": 0.99610954587188 }, { "x": 3.99999999999999, "y": 0.99634516190031 } ] }, { "id": 524, "curve_id": "L13.12", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Buried concrete tank", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 3.4170707318381708, "sigma": 0.50000000000098144, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.417, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.12E-12 }, { "x": 2, "y": 2.549158E-08 }, { "x": 3, "y": 1.76822265E-06 }, { "x": 4, "y": 2.437370104E-05 }, { "x": 5, "y": 0.00015001990182 }, { "x": 6, "y": 0.00057576318581 }, { "x": 7, "y": 0.00162880940634 }, { "x": 8, "y": 0.00373358381742 }, { "x": 9, "y": 0.00734988815582 }, { "x": 10, "y": 0.01290790795714 }, { "x": 11, "y": 0.02075742554658 }, { "x": 12, "y": 0.03113781701649 }, { "x": 13, "y": 0.04416787291407 }, { "x": 14, "y": 0.05985085931011 }, { "x": 15, "y": 0.07808938849583 }, { "x": 16, "y": 0.09870529784251 }, { "x": 17, "y": 0.12146091738357 }, { "x": 18, "y": 0.14607932215674 }, { "x": 19, "y": 0.17226218255991 }, { "x": 20, "y": 0.19970458027345 }, { "x": 21, "y": 0.22810666574729 }, { "x": 22, "y": 0.25718234396766 }, { "x": 23, "y": 0.28666534119911 }, { "x": 24, "y": 0.31631307303839 }, { "x": 25, "y": 0.34590873965302 }, { "x": 26, "y": 0.37526204376253 }, { "x": 27, "y": 0.40420887867667 }, { "x": 28, "y": 0.43261027908794 }, { "x": 29, "y": 0.46035087330623 }, { "x": 30, "y": 0.48733702607118 }, { "x": 31, "y": 0.51349481778418 }, { "x": 32, "y": 0.53876796949324 }, { "x": 33, "y": 0.56311579302518 }, { "x": 34, "y": 0.58651122167969 }, { "x": 35, "y": 0.60893895810006 }, { "x": 36, "y": 0.63039376149905 }, { "x": 37, "y": 0.65087888557027 }, { "x": 38, "y": 0.67040467045923 }, { "x": 39, "y": 0.68898728650145 }, { "x": 40, "y": 0.70664762355209 }, { "x": 41, "y": 0.72341031721432 }, { "x": 42, "y": 0.73930290178644 }, { "x": 43, "y": 0.75435507902056 }, { "x": 44, "y": 0.76859809160861 }, { "x": 45, "y": 0.78206419051972 }, { "x": 46, "y": 0.79478618578179 }, { "x": 47, "y": 0.80679707093531 }, { "x": 48, "y": 0.81812971211686 }, { "x": 49, "y": 0.82881659350456 }, { "x": 50, "y": 0.83888961163863 }, { "x": 51, "y": 0.84837991189398 }, { "x": 52, "y": 0.8573177611093 }, { "x": 53, "y": 0.8657324510602 }, { "x": 54, "y": 0.87365222809395 }, { "x": 55, "y": 0.88110424482055 }, { "x": 56, "y": 0.88811453027657 }, { "x": 57, "y": 0.89470797544796 }, { "x": 58, "y": 0.90090833145697 }, { "x": 59, "y": 0.9067382180907 }, { "x": 60, "y": 0.91221914067764 }, { "x": 61, "y": 0.9173715136078 }, { "x": 62, "y": 0.92221468904581 }, { "x": 63, "y": 0.92676698960706 }, { "x": 64, "y": 0.93104574396011 }, { "x": 65, "y": 0.93506732448482 }, { "x": 66, "y": 0.93884718626027 }, { "x": 67, "y": 0.94239990678059 }, { "x": 68, "y": 0.94573922590362 }, { "x": 69, "y": 0.94887808562862 }, { "x": 70, "y": 0.95182866937728 }, { "x": 71, "y": 0.95460244051855 }, { "x": 72, "y": 0.95721017993414 }, { "x": 73, "y": 0.95966202246889 }, { "x": 74, "y": 0.96196749215002 }, { "x": 75, "y": 0.96413553609311 }, { "x": 76, "y": 0.9661745570397 }, { "x": 77, "y": 0.96809244449529 }, { "x": 78, "y": 0.96989660445454 }, { "x": 79, "y": 0.97159398771659 }, { "x": 80, "y": 0.97319111680538 }, { "x": 81, "y": 0.97469411151996 }, { "x": 82, "y": 0.97610871314743 }, { "x": 83, "y": 0.97744030737724 }, { "x": 84, "y": 0.97869394595991 }, { "x": 85, "y": 0.97987436715654 }, { "x": 86, "y": 0.98098601502752 }, { "x": 87, "y": 0.98203305761026 }, { "x": 88, "y": 0.98301940403624 }, { "x": 89, "y": 0.98394872063769 }, { "x": 90, "y": 0.98482444609382 }, { "x": 91, "y": 0.98564980566554 }, { "x": 92, "y": 0.98642782456666 }, { "x": 93, "y": 0.98716134051797 }, { "x": 94, "y": 0.98785301552933 }, { "x": 95, "y": 0.988505346953 }, { "x": 96, "y": 0.98912067784993 }, { "x": 97, "y": 0.98970120670879 }, { "x": 98, "y": 0.99024899655578 }, { "x": 99, "y": 0.99076598349147 }, { "x": 100, "y": 0.99125398468911 }, { "x": 101, "y": 0.99171470588697 }, { "x": 102, "y": 0.99214974840587 }, { "x": 103, "y": 0.99256061572096 }, { "x": 104, "y": 0.9929487196155 }, { "x": 105, "y": 0.99331538594276 }, { "x": 106, "y": 0.99366186002053 }, { "x": 107, "y": 0.99398931168153 }, { "x": 108, "y": 0.99429884000133 }, { "x": 109, "y": 0.99459147772446 }, { "x": 110, "y": 0.99486819540781 }, { "x": 111, "y": 0.99512990529945 }, { "x": 112, "y": 0.99537746496974 }, { "x": 113, "y": 0.99561168071079 }, { "x": 114, "y": 0.99583331071904 }, { "x": 115, "y": 0.9960430680749 }, { "x": 116, "y": 0.99624162353268 }, { "x": 117, "y": 0.99642960813296 }, { "x": 118, "y": 0.99660761564884 }, { "x": 119, "y": 0.99677620487689 }, { "x": 120, "y": 0.9969359017828 }, { "x": 121, "y": 0.99708720151105 }, { "x": 122, "y": 0.99723057026762 }, { "x": 123, "y": 0.9973664470836 }, { "x": 124, "y": 0.99749524546773 }, { "x": 125, "y": 0.99761735495484 } ] }, { "id": 525, "curve_id": "L9.1", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Runways", "ci_detail": "Paved", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Complete", "source_data_type": "median_dispersion", "mu": 3.4170707318384457, "sigma": 0.60000000000000009, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.417, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 6.16434E-09 }, { "x": 2, "y": 2.81441162E-06 }, { "x": 3, "y": 5.57503623E-05 }, { "x": 4, "y": 0.00035637482051 }, { "x": 5, "y": 0.00129458261865 }, { "x": 6, "y": 0.00337582143912 }, { "x": 7, "y": 0.00710453005117 }, { "x": 8, "y": 0.01289424996743 }, { "x": 9, "y": 0.02102237597304 }, { "x": 10, "y": 0.03162172670996 }, { "x": 11, "y": 0.04469485933465 }, { "x": 12, "y": 0.06013911774183 }, { "x": 13, "y": 0.07777439849629 }, { "x": 14, "y": 0.09736910720298 }, { "x": 15, "y": 0.11866220361614 }, { "x": 16, "y": 0.14138071285597 }, { "x": 17, "y": 0.16525288382547 }, { "x": 18, "y": 0.19001755018284 }, { "x": 19, "y": 0.21543037273929 }, { "x": 20, "y": 0.24126763159888 }, { "x": 21, "y": 0.26732816266409 }, { "x": 22, "y": 0.29343393681278 }, { "x": 23, "y": 0.31942968265608 }, { "x": 24, "y": 0.34518186560986 }, { "x": 25, "y": 0.37057726099731 }, { "x": 26, "y": 0.39552129760328 }, { "x": 27, "y": 0.4199362994422 }, { "x": 28, "y": 0.44375971573278 }, { "x": 29, "y": 0.46694240030803 }, { "x": 30, "y": 0.48944698015887 }, { "x": 31, "y": 0.5112463369689 }, { "x": 32, "y": 0.53232221405762 }, { "x": 33, "y": 0.55266395306404 }, { "x": 34, "y": 0.57226735914174 }, { "x": 35, "y": 0.59113368975178 }, { "x": 36, "y": 0.60926875983109 }, { "x": 37, "y": 0.62668215479958 }, { "x": 38, "y": 0.64338654226049 }, { "x": 39, "y": 0.6593970731312 }, { "x": 40, "y": 0.67473086315447 }, { "x": 41, "y": 0.68940654616716 }, { "x": 42, "y": 0.70344389105937 }, { "x": 43, "y": 0.71686347498137 }, { "x": 44, "y": 0.72968640600624 }, { "x": 45, "y": 0.74193408910327 }, { "x": 46, "y": 0.75362802990293 }, { "x": 47, "y": 0.76478967132437 }, { "x": 48, "y": 0.77544025868658 }, { "x": 49, "y": 0.78560072942886 }, { "x": 50, "y": 0.79529162402586 }, { "x": 51, "y": 0.80453301509718 }, { "x": 52, "y": 0.81334445208382 }, { "x": 53, "y": 0.82174491919577 }, { "x": 54, "y": 0.82975280463038 }, { "x": 55, "y": 0.83738587932217 }, { "x": 56, "y": 0.84466128371546 }, { "x": 57, "y": 0.85159552125396 }, { "x": 58, "y": 0.85820445745932 }, { "x": 59, "y": 0.8645033236267 }, { "x": 60, "y": 0.87050672430165 }, { "x": 61, "y": 0.87622864782114 }, { "x": 62, "y": 0.8816824793054 }, { "x": 63, "y": 0.88688101557701 }, { "x": 64, "y": 0.89183648156178 }, { "x": 65, "y": 0.89656054779366 }, { "x": 66, "y": 0.90106434870454 }, { "x": 67, "y": 0.90535850143036 }, { "x": 68, "y": 0.90945312490863 }, { "x": 69, "y": 0.91335785908007 }, { "x": 70, "y": 0.91708188403944 }, { "x": 71, "y": 0.92063393900834 }, { "x": 72, "y": 0.92402234102674 }, { "x": 73, "y": 0.92725500327989 }, { "x": 74, "y": 0.93033945299512 }, { "x": 75, "y": 0.93328284885742 }, { "x": 76, "y": 0.93609199790531 }, { "x": 77, "y": 0.93877337187911 }, { "x": 78, "y": 0.94133312300252 }, { "x": 79, "y": 0.943777099186 }, { "x": 80, "y": 0.94611085864651 }, { "x": 81, "y": 0.94833968394353 }, { "x": 82, "y": 0.9504685954352 }, { "x": 83, "y": 0.95250236416233 }, { "x": 84, "y": 0.95444552417029 }, { "x": 85, "y": 0.95630238428152 }, { "x": 86, "y": 0.95807703933269 }, { "x": 87, "y": 0.95977338089232 }, { "x": 88, "y": 0.96139510747505 }, { "x": 89, "y": 0.96294573427019 }, { "x": 90, "y": 0.9644286024018 }, { "x": 91, "y": 0.9658468877385 }, { "x": 92, "y": 0.96720360927075 }, { "x": 93, "y": 0.96850163707353 }, { "x": 94, "y": 0.96974369987214 }, { "x": 95, "y": 0.97093239222833 }, { "x": 96, "y": 0.97207018136392 }, { "x": 97, "y": 0.97315941363847 }, { "x": 98, "y": 0.97420232069695 }, { "x": 99, "y": 0.97520102530332 }, { "x": 100, "y": 0.97615754687474 }, { "x": 101, "y": 0.97707380673129 }, { "x": 102, "y": 0.97795163307494 }, { "x": 103, "y": 0.97879276571134 }, { "x": 104, "y": 0.97959886052725 }, { "x": 105, "y": 0.98037149373597 }, { "x": 106, "y": 0.98111216590255 }, { "x": 107, "y": 0.98182230576 }, { "x": 108, "y": 0.98250327382733 }, { "x": 109, "y": 0.98315636583959 }, { "x": 110, "y": 0.98378281599968 }, { "x": 111, "y": 0.98438380006122 }, { "x": 112, "y": 0.98496043825129 }, { "x": 113, "y": 0.98551379804142 }, { "x": 114, "y": 0.98604489677491 }, { "x": 115, "y": 0.98655470415782 }, { "x": 116, "y": 0.98704414462104 }, { "x": 117, "y": 0.98751409956011 }, { "x": 118, "y": 0.98796540945933 }, { "x": 119, "y": 0.98839887590617 }, { "x": 120, "y": 0.98881526350199 }, { "x": 121, "y": 0.98921530167426 }, { "x": 122, "y": 0.98959968639582 }, { "x": 123, "y": 0.98996908181587 }, { "x": 124, "y": 0.9903241218075 }, { "x": 125, "y": 0.99066541143601 } ] }, { "id": 526, "curve_id": "E9.10", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 39.3 m; total design weight is 8.89 MN; Design base shear is 1867.8; and design periods is 1.05 sec; seismic environment: PGA/PGV > 1.2 g/m/s (high category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Damage to structures is significant; however, structures provide a reasonable safety margin against collapse", "source_data_type": "figure_given", "mu": -0.273510557686749, "sigma": 0.81003134711561131, "method": "Curve fitting", "mu_sigma_quality": 0.6525900354980142, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.274, σ=0.810, R²=0.653; Mu/sigma can be used for reconstruction (quality: 0.653); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0.001 }, { "x": 0.4, "y": 0.002 }, { "x": 0.45, "y": 0.003 }, { "x": 0.5, "y": 0.36866666666667 }, { "x": 0.55, "y": 0.73433333333333 }, { "x": 0.6, "y": 1.1 }, { "x": 0.65, "y": 0.81666666666667 }, { "x": 0.7, "y": 0.53333333333333 }, { "x": 0.75, "y": 0.25 }, { "x": 0.8, "y": 0.30666666666667 }, { "x": 0.85, "y": 0.36333333333333 }, { "x": 0.9, "y": 0.42 }, { "x": 0.95, "y": 0.47333333333333 }, { "x": 1, "y": 0.52666666666667 }, { "x": 1.05, "y": 0.58 }, { "x": 1.1, "y": 0.62333333333333 }, { "x": 1.15, "y": 0.66666666666667 }, { "x": 1.2, "y": 0.71 }, { "x": 1.25, "y": 0.74166666666667 }, { "x": 1.3, "y": 0.77333333333333 }, { "x": 1.35, "y": 0.805 }, { "x": 1.4, "y": 0.82666666666667 }, { "x": 1.45, "y": 0.84833333333333 }, { "x": 1.5, "y": 0.87 } ] }, { "id": 527, "curve_id": "E9.11", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 51.7 m; total design weight is 15.02 MN; Design base shear is 3154.7; and design periods is 1.81 sec; seismic environment: PGA/PGV < 0.8 g/m/s (low category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Damage to structures is significant; however, structures provide a reasonable safety margin against collapse", "source_data_type": "figure_given", "mu": -1.22152065327048, "sigma": 0.46338448256329856, "method": "Curve fitting", "mu_sigma_quality": 0.99895257678383553, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.222, σ=0.463, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0.08 }, { "x": 0.2, "y": 0.22333333333333 }, { "x": 0.25, "y": 0.36666666666667 }, { "x": 0.3, "y": 0.51 }, { "x": 0.35, "y": 0.61666666666667 }, { "x": 0.4, "y": 0.72333333333333 }, { "x": 0.45, "y": 0.83 }, { "x": 0.5, "y": 0.87333333333333 }, { "x": 0.55, "y": 0.91666666666667 }, { "x": 0.6, "y": 0.96 }, { "x": 0.65, "y": 0.97 }, { "x": 0.7, "y": 0.98 }, { "x": 0.75, "y": 0.99 }, { "x": 0.8, "y": 0.99333333333333 }, { "x": 0.85, "y": 0.99666666666667 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 } ] }, { "id": 528, "curve_id": "E9.12", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 51.7 m; total design weight is 15.02 MN; Design base shear is 3154.7; and design periods is 1.81 sec; seismic environment: PGA/PGV between 0.8-1.2 g/m/s (medium category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Damage to structures is significant; however, structures provide a reasonable safety margin against collapse", "source_data_type": "figure_given", "mu": -0.801027681522483, "sigma": 0.43693337052334119, "method": "Curve fitting", "mu_sigma_quality": 0.99946979994606011, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.801, σ=0.437, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0.006 }, { "x": 0.2, "y": 0.06066666666667 }, { "x": 0.25, "y": 0.11533333333333 }, { "x": 0.3, "y": 0.17 }, { "x": 0.35, "y": 0.28 }, { "x": 0.4, "y": 0.39 }, { "x": 0.45, "y": 0.5 }, { "x": 0.5, "y": 0.58666666666667 }, { "x": 0.55, "y": 0.67333333333333 }, { "x": 0.6, "y": 0.76 }, { "x": 0.65, "y": 0.80166666666667 }, { "x": 0.7, "y": 0.84333333333333 }, { "x": 0.75, "y": 0.885 }, { "x": 0.8, "y": 0.90666666666667 }, { "x": 0.85, "y": 0.92833333333333 }, { "x": 0.9, "y": 0.95 }, { "x": 0.95, "y": 0.96 }, { "x": 1, "y": 0.97 }, { "x": 1.05, "y": 0.98 }, { "x": 1.1, "y": 0.98333333333333 }, { "x": 1.15, "y": 0.98666666666667 }, { "x": 1.2, "y": 0.99 }, { "x": 1.25, "y": 0.99333333333333 }, { "x": 1.3, "y": 0.99666666666667 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 } ] }, { "id": 529, "curve_id": "E9.13", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 51.7 m; total design weight is 15.02 MN; Design base shear is 3154.7; and design periods is 1.81 sec; seismic environment: PGA/PGV > 1.2 g/m/s (high category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Damage to structures is significant; however, structures provide a reasonable safety margin against collapse", "source_data_type": "figure_given", "mu": -0.421358940080115, "sigma": 0.3997191043055931, "method": "Curve fitting", "mu_sigma_quality": 0.99974540895604957, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.421, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0.00833333333333 }, { "x": 0.25, "y": 0.01666666666667 }, { "x": 0.3, "y": 0.025 }, { "x": 0.35, "y": 0.07333333333333 }, { "x": 0.4, "y": 0.12166666666667 }, { "x": 0.45, "y": 0.17 }, { "x": 0.5, "y": 0.25 }, { "x": 0.55, "y": 0.33 }, { "x": 0.6, "y": 0.41 }, { "x": 0.65, "y": 0.48333333333333 }, { "x": 0.7, "y": 0.55666666666667 }, { "x": 0.75, "y": 0.63 }, { "x": 0.8, "y": 0.68333333333333 }, { "x": 0.85, "y": 0.73666666666667 }, { "x": 0.9, "y": 0.79 }, { "x": 0.95, "y": 0.82166666666667 }, { "x": 1, "y": 0.85333333333333 }, { "x": 1.05, "y": 0.885 }, { "x": 1.1, "y": 0.90333333333333 }, { "x": 1.15, "y": 0.92166666666667 }, { "x": 1.2, "y": 0.94 }, { "x": 1.25, "y": 0.95166666666667 }, { "x": 1.3, "y": 0.96333333333333 }, { "x": 1.35, "y": 0.975 }, { "x": 1.4, "y": 0.97833333333333 }, { "x": 1.45, "y": 0.98166666666667 }, { "x": 1.5, "y": 0.985 } ] }, { "id": 530, "curve_id": "E9.5", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 23.7 m; total design weight is 4.20 MN; Design base shear is 980..4; and design periods is 0.44 sec; seismic environment: PGA/PGV < 0.8 g/m/s (low category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Damage to structures is significant; however, structures provide a reasonable safety margin against collapse", "source_data_type": "figure_given", "mu": 0.10432242936378192, "sigma": 0.97064722561809613, "method": "Curve fitting", "mu_sigma_quality": 0.99741036737775279, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.104, σ=0.971, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0.04 }, { "x": 0.2, "y": 0.06 }, { "x": 0.25, "y": 0.08 }, { "x": 0.3, "y": 0.1 }, { "x": 0.35, "y": 0.12666666666667 }, { "x": 0.4, "y": 0.15333333333333 }, { "x": 0.45, "y": 0.18 }, { "x": 0.5, "y": 0.20666666666667 }, { "x": 0.55, "y": 0.23333333333333 }, { "x": 0.6, "y": 0.26 }, { "x": 0.65, "y": 0.28333333333333 }, { "x": 0.7, "y": 0.30666666666667 }, { "x": 0.75, "y": 0.33 }, { "x": 0.8, "y": 0.35666666666667 }, { "x": 0.85, "y": 0.38333333333333 }, { "x": 0.9, "y": 0.41 }, { "x": 0.95, "y": 0.43 }, { "x": 1, "y": 0.45 }, { "x": 1.05, "y": 0.47 }, { "x": 1.1, "y": 0.49 }, { "x": 1.15, "y": 0.51 }, { "x": 1.2, "y": 0.53 }, { "x": 1.25, "y": 0.55 }, { "x": 1.3, "y": 0.57 }, { "x": 1.35, "y": 0.59 }, { "x": 1.4, "y": 0.60666666666667 }, { "x": 1.45, "y": 0.62333333333333 }, { "x": 1.5, "y": 0.64 } ] }, { "id": 531, "curve_id": "E9.6", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 23.7 m; total design weight is 4.20 MN; Design base shear is 980..4; and design periods is 0.44 sec; seismic environment: PGA/PGV between 0.8-1.2 g/m/s (medium category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Damage to structures is significant; however, structures provide a reasonable safety margin against collapse", "source_data_type": "figure_given", "mu": 0.20710731455108616, "sigma": 0.42768865019830876, "method": "Curve fitting", "mu_sigma_quality": 0.99992503053026782, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.207, σ=0.428, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0.00333333333333 }, { "x": 0.4, "y": 0.00666666666667 }, { "x": 0.45, "y": 0.01 }, { "x": 0.5, "y": 0.02166666666667 }, { "x": 0.55, "y": 0.03333333333333 }, { "x": 0.6, "y": 0.045 }, { "x": 0.65, "y": 0.07 }, { "x": 0.7, "y": 0.095 }, { "x": 0.75, "y": 0.12 }, { "x": 0.8, "y": 0.15666666666667 }, { "x": 0.85, "y": 0.19333333333333 }, { "x": 0.9, "y": 0.23 }, { "x": 0.95, "y": 0.27166666666667 }, { "x": 1, "y": 0.31333333333333 }, { "x": 1.05, "y": 0.355 }, { "x": 1.1, "y": 0.39666666666667 }, { "x": 1.15, "y": 0.43833333333333 }, { "x": 1.2, "y": 0.48 }, { "x": 1.25, "y": 0.51666666666667 }, { "x": 1.3, "y": 0.55333333333333 }, { "x": 1.35, "y": 0.59 }, { "x": 1.4, "y": 0.61833333333333 }, { "x": 1.45, "y": 0.64666666666667 }, { "x": 1.5, "y": 0.675 } ] }, { "id": 532, "curve_id": "E9.7", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 23.7 m; total design weight is 4.20 MN; Design base shear is 980..4; and design periods is 0.44 sec.; seismic environment: PGA/PGV > 1.2 g/m/s (high category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Damage to structures is significant; however, structures provide a reasonable safety margin against collapse", "source_data_type": "figure_given", "mu": 0.71024338384389107, "sigma": 0.41361063497068512, "method": "Curve fitting", "mu_sigma_quality": 0.99972970346428969, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.710, σ=0.414, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0 }, { "x": 0.65, "y": 0.00333333333333 }, { "x": 0.7, "y": 0.00666666666667 }, { "x": 0.75, "y": 0.01 }, { "x": 0.8, "y": 0.01333333333333 }, { "x": 0.85, "y": 0.01666666666667 }, { "x": 0.9, "y": 0.02 }, { "x": 0.95, "y": 0.03166666666667 }, { "x": 1, "y": 0.04333333333333 }, { "x": 1.05, "y": 0.055 }, { "x": 1.1, "y": 0.07 }, { "x": 1.15, "y": 0.085 }, { "x": 1.2, "y": 0.1 }, { "x": 1.25, "y": 0.12 }, { "x": 1.3, "y": 0.14 }, { "x": 1.35, "y": 0.16 }, { "x": 1.4, "y": 0.18333333333333 }, { "x": 1.45, "y": 0.20666666666667 }, { "x": 1.5, "y": 0.23 } ] }, { "id": 533, "curve_id": "E9.8", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 39.3 m; total design weight is 8.89 MN; Design base shear is 1867.8; and design periods is 1.05 sec; seismic environment: PGA/PGV < 0.8 g/m/s (low category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Damage to structures is significant; however, structures provide a reasonable safety margin against collapse", "source_data_type": "figure_given", "mu": -0.911441026151408, "sigma": 0.4715907685429811, "method": "Curve fitting", "mu_sigma_quality": 0.99942911771664766, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.911, σ=0.472, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0.02 }, { "x": 0.2, "y": 0.09833333333333 }, { "x": 0.25, "y": 0.17666666666667 }, { "x": 0.3, "y": 0.255 }, { "x": 0.35, "y": 0.37 }, { "x": 0.4, "y": 0.485 }, { "x": 0.45, "y": 0.6 }, { "x": 0.5, "y": 0.67166666666667 }, { "x": 0.55, "y": 0.74333333333333 }, { "x": 0.6, "y": 0.815 }, { "x": 0.65, "y": 0.84833333333333 }, { "x": 0.7, "y": 0.88166666666667 }, { "x": 0.75, "y": 0.915 }, { "x": 0.8, "y": 0.93 }, { "x": 0.85, "y": 0.945 }, { "x": 0.9, "y": 0.96 }, { "x": 0.95, "y": 0.96666666666667 }, { "x": 1, "y": 0.97333333333333 }, { "x": 1.05, "y": 0.98 }, { "x": 1.1, "y": 0.98333333333333 }, { "x": 1.15, "y": 0.98666666666667 }, { "x": 1.2, "y": 0.99 }, { "x": 1.25, "y": 0.99333333333333 }, { "x": 1.3, "y": 0.99666666666667 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 } ] }, { "id": 534, "curve_id": "E9.9", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 39.3 m; total design weight is 8.89 MN; Design base shear is 1867.8; and design periods is 1.05 sec; seismic environment: PGA/PGV between 0.8-1.2 g/m/s (medium category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Damage to structures is significant; however, structures provide a reasonable safety margin against collapse", "source_data_type": "figure_given", "mu": -0.47965848197741, "sigma": 0.42265940164588212, "method": "Curve fitting", "mu_sigma_quality": 0.9998420656841176, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.480, σ=0.423, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0.01333333333333 }, { "x": 0.25, "y": 0.02666666666667 }, { "x": 0.3, "y": 0.04 }, { "x": 0.35, "y": 0.1 }, { "x": 0.4, "y": 0.16 }, { "x": 0.45, "y": 0.22 }, { "x": 0.5, "y": 0.30333333333333 }, { "x": 0.55, "y": 0.38666666666667 }, { "x": 0.6, "y": 0.47 }, { "x": 0.65, "y": 0.54 }, { "x": 0.7, "y": 0.61 }, { "x": 0.75, "y": 0.68 }, { "x": 0.8, "y": 0.72666666666667 }, { "x": 0.85, "y": 0.77333333333333 }, { "x": 0.9, "y": 0.82 }, { "x": 0.95, "y": 0.845 }, { "x": 1, "y": 0.87 }, { "x": 1.05, "y": 0.895 }, { "x": 1.1, "y": 0.91166666666667 }, { "x": 1.15, "y": 0.92833333333333 }, { "x": 1.2, "y": 0.945 }, { "x": 1.25, "y": 0.95333333333333 }, { "x": 1.3, "y": 0.96166666666667 }, { "x": 1.35, "y": 0.97 }, { "x": 1.4, "y": 0.975 }, { "x": 1.45, "y": 0.98 }, { "x": 1.5, "y": 0.985 } ] }, { "id": 535, "curve_id": "E1.1", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Small power plants", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.733969175295869, "sigma": 0.50000000090630459, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.734, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.0408894E-06 }, { "x": 0.1, "y": 0.00085275605073 }, { "x": 0.15, "y": 0.01000123284596 }, { "x": 0.2, "y": 0.03997834038251 }, { "x": 0.25, "y": 0.09600596378901 }, { "x": 0.3, "y": 0.17360691875027 }, { "x": 0.35, "y": 0.26378953638951 }, { "x": 0.4, "y": 0.35768891376316 }, { "x": 0.45, "y": 0.44864834381817 }, { "x": 0.5, "y": 0.53253509007998 }, { "x": 0.55, "y": 0.6072906166292 }, { "x": 0.6, "y": 0.67230506428846 }, { "x": 0.65, "y": 0.727866293286 }, { "x": 0.7, "y": 0.77475202570772 }, { "x": 0.75, "y": 0.8139573810561 }, { "x": 0.8, "y": 0.84652700343527 }, { "x": 0.85, "y": 0.87346004569347 }, { "x": 0.9, "y": 0.89566252315953 }, { "x": 0.95, "y": 0.91392874121419 }, { "x": 1, "y": 0.92893951510193 }, { "x": 1.05, "y": 0.94126932938846 }, { "x": 1.1, "y": 0.95139762606663 }, { "x": 1.15, "y": 0.95972140489204 }, { "x": 1.2, "y": 0.96656758159108 }, { "x": 1.25, "y": 0.9722043225604 }, { "x": 1.3, "y": 0.97685103176238 }, { "x": 1.35, "y": 0.98068692401775 }, { "x": 1.4, "y": 0.98385825568146 }, { "x": 1.45, "y": 0.98648434791899 }, { "x": 1.5, "y": 0.98866256026023 }, { "x": 1.55, "y": 0.9904723716868 }, { "x": 1.6, "y": 0.99197871454401 }, { "x": 1.65, "y": 0.99323468967776 }, { "x": 1.7, "y": 0.99428377309626 }, { "x": 1.75, "y": 0.9951616071123 }, { "x": 1.8, "y": 0.99589745326514 }, { "x": 1.85, "y": 0.99651537069324 }, { "x": 1.9, "y": 0.99703517204578 }, { "x": 1.95, "y": 0.9974731993363 }, { "x": 2, "y": 0.99784295413725 }, { "x": 2.05, "y": 0.99815560995375 }, { "x": 2.1, "y": 0.99842042926963 }, { "x": 2.15, "y": 0.99864510342321 }, { "x": 2.2, "y": 0.99883602996358 }, { "x": 2.25, "y": 0.9989985393089 }, { "x": 2.3, "y": 0.9991370802479 }, { "x": 2.35, "y": 0.99925537198939 }, { "x": 2.4, "y": 0.99935652898709 }, { "x": 2.45, "y": 0.99944316357679 }, { "x": 2.5, "y": 0.99951747050532 }, { "x": 2.55, "y": 0.9995812966583 }, { "x": 2.6, "y": 0.99963619867185 }, { "x": 2.65, "y": 0.99968349061045 }, { "x": 2.7, "y": 0.99972428348782 }, { "x": 2.75, "y": 0.99975951807897 }, { "x": 2.8, "y": 0.999789992206 }, { "x": 2.85, "y": 0.99981638346431 }, { "x": 2.9, "y": 0.99983926818115 }, { "x": 2.95, "y": 0.99985913725564 }, { "x": 3, "y": 0.99987640941385 }, { "x": 3.05, "y": 0.9998914423175 }, { "x": 3.1, "y": 0.9999045418882 }, { "x": 3.15, "y": 0.9999159701452 }, { "x": 3.2, "y": 0.99992595180362 }, { "x": 3.25, "y": 0.99993467983706 }, { "x": 3.3, "y": 0.99994232017399 }, { "x": 3.35, "y": 0.99994901566825 }, { "x": 3.4, "y": 0.99995488946074 }, { "x": 3.45, "y": 0.99996004782936 }, { "x": 3.5, "y": 0.99996458260849 }, { "x": 3.55, "y": 0.99996857324574 }, { "x": 3.6, "y": 0.99997208855263 }, { "x": 3.65, "y": 0.99997518819669 }, { "x": 3.7, "y": 0.99997792397479 }, { "x": 3.75, "y": 0.99998034090113 }, { "x": 3.8, "y": 0.99998247813806 }, { "x": 3.85, "y": 0.99998436979331 }, { "x": 3.9, "y": 0.99998604560376 }, { "x": 3.94999999999999, "y": 0.99998753152245 }, { "x": 3.99999999999999, "y": 0.9999888502232 } ] }, { "id": 536, "curve_id": "E1.10", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Solar farms", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "figure_given", "mu": -0.693147180559968, "sigma": 0.63000000000007816, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.693, σ=0.630, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00012864263862 }, { "x": 0.1, "y": 0.00531452712743 }, { "x": 0.15, "y": 0.02799792504397 }, { "x": 0.2, "y": 0.07291360076615 }, { "x": 0.25, "y": 0.13561517287404 }, { "x": 0.3, "y": 0.20873041028969 }, { "x": 0.35, "y": 0.28564566857883 }, { "x": 0.4, "y": 0.36159595812625 }, { "x": 0.45, "y": 0.43359103341049 }, { "x": 0.5, "y": 0.5 }, { "x": 0.55, "y": 0.5601249436015 }, { "x": 0.6, "y": 0.61386208335539 }, { "x": 0.65, "y": 0.66146007011608 }, { "x": 0.7, "y": 0.70335791527659 }, { "x": 0.75, "y": 0.74008108617764 }, { "x": 0.8, "y": 0.77217762085006 }, { "x": 0.85, "y": 0.80018075911401 }, { "x": 0.9, "y": 0.8245886491818 }, { "x": 0.95, "y": 0.84585476281197 }, { "x": 1, "y": 0.86438482712596 }, { "x": 1.05, "y": 0.88053756441815 }, { "x": 1.1, "y": 0.89462751991481 }, { "x": 1.15, "y": 0.90692890609558 }, { "x": 1.2, "y": 0.91767981251045 }, { "x": 1.25, "y": 0.92708639923385 }, { "x": 1.3, "y": 0.93532686233938 }, { "x": 1.35, "y": 0.94255506573913 }, { "x": 1.4, "y": 0.94890379826401 }, { "x": 1.45, "y": 0.95448765291893 }, { "x": 1.5, "y": 0.95940554656193 }, { "x": 1.55, "y": 0.96374290913082 }, { "x": 1.6, "y": 0.96757357603398 }, { "x": 1.65, "y": 0.97096141802689 }, { "x": 1.7, "y": 0.97396174145979 }, { "x": 1.75, "y": 0.97662248922995 }, { "x": 1.8, "y": 0.97898526973888 }, { "x": 1.85, "y": 0.98108623801512 }, { "x": 1.9, "y": 0.98295685013427 }, { "x": 1.95, "y": 0.9846245092618 }, { "x": 2, "y": 0.98611311911404 }, { "x": 2.05, "y": 0.98744355839065 }, { "x": 2.1, "y": 0.98863408777113 }, { "x": 2.15, "y": 0.98970069936803 }, { "x": 2.2, "y": 0.99065741706591 }, { "x": 2.25, "y": 0.9915165549211 }, { "x": 2.3, "y": 0.99228893972631 }, { "x": 2.35, "y": 0.99298410293236 }, { "x": 2.4, "y": 0.99361044634386 }, { "x": 2.45, "y": 0.99417538534745 }, { "x": 2.5, "y": 0.99468547287257 }, { "x": 2.55, "y": 0.99514650681114 }, { "x": 2.6, "y": 0.9955636232204 }, { "x": 2.65, "y": 0.99594137729264 }, { "x": 2.7, "y": 0.99628381378601 }, { "x": 2.75, "y": 0.99659452836513 }, { "x": 2.8, "y": 0.99687672109147 }, { "x": 2.85, "y": 0.99713324312606 }, { "x": 2.9, "y": 0.99736663755601 }, { "x": 2.95, "y": 0.99757917512763 }, { "x": 3, "y": 0.99777288555946 }, { "x": 3.05, "y": 0.99794958501448 }, { "x": 3.1, "y": 0.99811090023117 }, { "x": 3.15, "y": 0.99825828974428 }, { "x": 3.2, "y": 0.99839306256785 }, { "x": 3.25, "y": 0.99851639466247 }, { "x": 3.3, "y": 0.99862934346578 }, { "x": 3.35, "y": 0.99873286072812 }, { "x": 3.4, "y": 0.99882780386337 }, { "x": 3.45, "y": 0.99891494599726 }, { "x": 3.5, "y": 0.9989949848722 }, { "x": 3.55, "y": 0.99906855074677 }, { "x": 3.6, "y": 0.99913621341057 }, { "x": 3.65, "y": 0.99919848841974 }, { "x": 3.7, "y": 0.99925584264519 }, { "x": 3.75, "y": 0.9993086992142 }, { "x": 3.8, "y": 0.99935744191569 }, { "x": 3.85, "y": 0.99940241913138 }, { "x": 3.9, "y": 0.99944394734684 }, { "x": 3.94999999999999, "y": 0.99948231429043 }, { "x": 3.99999999999999, "y": 0.99951778174181 } ] }, { "id": 537, "curve_id": "E1.2", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Small power plants", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.867500567704723, "sigma": 0.500000000000001, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.868, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.03843003E-05 }, { "x": 0.1, "y": 0.00205126200848 }, { "x": 0.15, "y": 0.01973568233927 }, { "x": 0.2, "y": 0.06892108386327 }, { "x": 0.25, "y": 0.14973104972012 }, { "x": 0.3, "y": 0.25049130861319 }, { "x": 0.35, "y": 0.35768891376316 }, { "x": 0.4, "y": 0.46113277282897 }, { "x": 0.45, "y": 0.55487415739176 }, { "x": 0.5, "y": 0.63634527100639 }, { "x": 0.55, "y": 0.70516942530095 }, { "x": 0.6, "y": 0.76218536294539 }, { "x": 0.65, "y": 0.80878707220587 }, { "x": 0.7, "y": 0.84652700343527 }, { "x": 0.75, "y": 0.87690168304245 }, { "x": 0.8, "y": 0.90125123893882 }, { "x": 0.85, "y": 0.92072473659092 }, { "x": 0.9, "y": 0.93628062247503 }, { "x": 0.95, "y": 0.94870390661622 }, { "x": 1, "y": 0.95862969794902 }, { "x": 1.05, "y": 0.96656758159108 }, { "x": 1.1, "y": 0.97292417362092 }, { "x": 1.15, "y": 0.97802277964351 }, { "x": 1.2, "y": 0.98211992638285 }, { "x": 1.25, "y": 0.98541894808058 }, { "x": 1.3, "y": 0.98808098298062 }, { "x": 1.35, "y": 0.99023378186527 }, { "x": 1.4, "y": 0.99197871454401 }, { "x": 1.45, "y": 0.99339631686109 }, { "x": 1.5, "y": 0.99455066905164 }, { "x": 1.55, "y": 0.9954928455693 }, { "x": 1.6, "y": 0.9962636310409 }, { "x": 1.65, "y": 0.99689565819783 }, { "x": 1.7, "y": 0.99741509150551 }, { "x": 1.75, "y": 0.99784295413725 }, { "x": 1.8, "y": 0.99819617505887 }, { "x": 1.85, "y": 0.99848841642482 }, { "x": 1.9, "y": 0.99873072842821 }, { "x": 1.95, "y": 0.99893206849677 }, { "x": 2, "y": 0.99909971370508 }, { "x": 2.05, "y": 0.99923958900543 }, { "x": 2.1, "y": 0.99935652898709 }, { "x": 2.15, "y": 0.99945448705585 }, { "x": 2.2, "y": 0.999536702945 }, { "x": 2.25, "y": 0.99960583714092 }, { "x": 2.3, "y": 0.99966407898643 }, { "x": 2.35, "y": 0.99971323380007 }, { "x": 2.4, "y": 0.99975479323269 }, { "x": 2.45, "y": 0.999789992206 }, { "x": 2.5, "y": 0.99981985508791 }, { "x": 2.55, "y": 0.99984523321664 }, { "x": 2.6, "y": 0.99986683545669 }, { "x": 2.65, "y": 0.99988525313071 }, { "x": 2.7, "y": 0.99990098040316 }, { "x": 2.75, "y": 0.99991443097801 }, { "x": 2.8, "y": 0.99992595180362 }, { "x": 2.85, "y": 0.99993583434253 }, { "x": 2.9, "y": 0.99994432385647 }, { "x": 2.95, "y": 0.99995162706999 }, { "x": 3, "y": 0.99995791850757 }, { "x": 3.05, "y": 0.99996334574311 }, { "x": 3.1, "y": 0.99996803375607 }, { "x": 3.15, "y": 0.99997208855263 }, { "x": 3.2, "y": 0.99997560018094 }, { "x": 3.25, "y": 0.99997864524606 }, { "x": 3.3, "y": 0.99998128901103 }, { "x": 3.35, "y": 0.99998358715504 }, { "x": 3.4, "y": 0.99998558724697 }, { "x": 3.45, "y": 0.99998732998234 }, { "x": 3.5, "y": 0.9999888502232 }, { "x": 3.55, "y": 0.99999017787369 }, { "x": 3.6, "y": 0.99999133861839 }, { "x": 3.65, "y": 0.99999235454574 }, { "x": 3.7, "y": 0.9999932446753 }, { "x": 3.75, "y": 0.99999402540421 }, { "x": 3.8, "y": 0.99999471088586 }, { "x": 3.85, "y": 0.99999531335139 }, { "x": 3.9, "y": 0.99999584338304 }, { "x": 3.94999999999999, "y": 0.99999631014699 }, { "x": 3.99999999999999, "y": 0.99999672159174 } ] }, { "id": 538, "curve_id": "E1.3", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Medium/large power plants", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.653926467407532, "sigma": 0.55000000000356286, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.654, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.032109926E-05 }, { "x": 0.1, "y": 0.00136074632796 }, { "x": 0.15, "y": 0.01189971117457 }, { "x": 0.2, "y": 0.04116768593336 }, { "x": 0.25, "y": 0.09149945096897 }, { "x": 0.3, "y": 0.15863486901215 }, { "x": 0.35, "y": 0.23582090557834 }, { "x": 0.4, "y": 0.31667182675346 }, { "x": 0.45, "y": 0.39632347781148 }, { "x": 0.5, "y": 0.47157536410375 }, { "x": 0.55, "y": 0.54061406173165 }, { "x": 0.6, "y": 0.60263882736145 }, { "x": 0.65, "y": 0.65752419151688 }, { "x": 0.7, "y": 0.7055591548905 }, { "x": 0.75, "y": 0.747262138142 }, { "x": 0.8, "y": 0.78325739411732 }, { "x": 0.85, "y": 0.81419676642055 }, { "x": 0.9, "y": 0.84071301867245 }, { "x": 0.95, "y": 0.86339423156119 }, { "x": 1, "y": 0.88277174788193 }, { "x": 1.05, "y": 0.89931649715418 }, { "x": 1.1, "y": 0.91344025481623 }, { "x": 1.15, "y": 0.92549960025321 }, { "x": 1.2, "y": 0.9358011616183 }, { "x": 1.25, "y": 0.94460728388128 }, { "x": 1.3, "y": 0.95214161459278 }, { "x": 1.35, "y": 0.95859433103037 }, { "x": 1.4, "y": 0.96412687582422 }, { "x": 1.45, "y": 0.96887615538798 }, { "x": 1.5, "y": 0.97295820640534 }, { "x": 1.55, "y": 0.9764713634756 }, { "x": 1.6, "y": 0.97949897450241 }, { "x": 1.65, "y": 0.98211171517401 }, { "x": 1.7, "y": 0.98436955356291 }, { "x": 1.75, "y": 0.98632341277043 }, { "x": 1.8, "y": 0.98801657508448 }, { "x": 1.85, "y": 0.98948586617542 }, { "x": 1.9, "y": 0.99076265292851 }, { "x": 1.95, "y": 0.9918736838803 }, { "x": 2, "y": 0.9928417970246 }, { "x": 2.05, "y": 0.99368651603078 }, { "x": 2.1, "y": 0.99442455267288 }, { "x": 2.15, "y": 0.99507023047333 }, { "x": 2.2, "y": 0.99563584217862 }, { "x": 2.25, "y": 0.99613195165925 }, { "x": 2.3, "y": 0.99656764911658 }, { "x": 2.35, "y": 0.99695076703981 }, { "x": 2.4, "y": 0.99728806314852 }, { "x": 2.45, "y": 0.99758537554426 }, { "x": 2.5, "y": 0.9978477544476 }, { "x": 2.55, "y": 0.99807957418921 }, { "x": 2.6, "y": 0.99828462853145 }, { "x": 2.65, "y": 0.99846621190268 }, { "x": 2.7, "y": 0.99862718871307 }, { "x": 2.75, "y": 0.99877005257508 }, { "x": 2.8, "y": 0.998896976963 }, { "x": 2.85, "y": 0.99900985860374 }, { "x": 2.9, "y": 0.99911035468876 }, { "x": 2.95, "y": 0.999199914827 }, { "x": 3, "y": 0.99927980851636 }, { "x": 3.05, "y": 0.99935114879145 }, { "x": 3.1, "y": 0.99941491260499 }, { "x": 3.15, "y": 0.99947195841532 }, { "x": 3.2, "y": 0.99952304138136 }, { "x": 3.25, "y": 0.9995688265062 }, { "x": 3.3, "y": 0.9996099000197 }, { "x": 3.35, "y": 0.99964677924748 }, { "x": 3.4, "y": 0.99967992117754 }, { "x": 3.45, "y": 0.99970972990471 }, { "x": 3.5, "y": 0.99973656310743 }, { "x": 3.55, "y": 0.99976073768862 }, { "x": 3.6, "y": 0.99978253469416 }, { "x": 3.65, "y": 0.99980220360594 }, { "x": 3.7, "y": 0.9998199660931 }, { "x": 3.75, "y": 0.99983601929329 }, { "x": 3.8, "y": 0.99985053868576 }, { "x": 3.85, "y": 0.99986368060964 }, { "x": 3.9, "y": 0.99987558447348 }, { "x": 3.94999999999999, "y": 0.99988637469577 }, { "x": 3.99999999999999, "y": 0.99989616241095 } ] }, { "id": 539, "curve_id": "E1.4", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Medium/large power plants", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.713349887995764, "sigma": 0.50000000050619919, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.713, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.50027361E-06 }, { "x": 0.1, "y": 0.00074027164563 }, { "x": 0.15, "y": 0.00895338743027 }, { "x": 0.2, "y": 0.03655238497995 }, { "x": 0.25, "y": 0.08916916705877 }, { "x": 0.3, "y": 0.16323576365389 }, { "x": 0.35, "y": 0.25049130861319 }, { "x": 0.4, "y": 0.34241476680296 }, { "x": 0.45, "y": 0.43238096517627 }, { "x": 0.5, "y": 0.51611504323917 }, { "x": 0.55, "y": 0.59135261067788 }, { "x": 0.6, "y": 0.65727907991731 }, { "x": 0.65, "y": 0.71400866877973 }, { "x": 0.7, "y": 0.76218536294539 }, { "x": 0.75, "y": 0.8027085312794 }, { "x": 0.8, "y": 0.83655877172091 }, { "x": 0.85, "y": 0.8646956603375 }, { "x": 0.9, "y": 0.88800349042001 }, { "x": 0.95, "y": 0.90726727168094 }, { "x": 1, "y": 0.92316677484045 }, { "x": 1.05, "y": 0.93628062247503 }, { "x": 1.1, "y": 0.94709540244589 }, { "x": 1.15, "y": 0.95601677745423 }, { "x": 1.2, "y": 0.96338085623112 }, { "x": 1.25, "y": 0.96946490151627 }, { "x": 1.3, "y": 0.9744969414206 }, { "x": 1.35, "y": 0.97866413801482 }, { "x": 1.4, "y": 0.98211992638285 }, { "x": 1.45, "y": 0.98499001870611 }, { "x": 1.5, "y": 0.98737740297775 }, { "x": 1.55, "y": 0.98936647458174 }, { "x": 1.6, "y": 0.99102643341914 }, { "x": 1.65, "y": 0.99241406684456 }, { "x": 1.7, "y": 0.99357602364807 }, { "x": 1.75, "y": 0.99455066905164 }, { "x": 1.8, "y": 0.99536959641384 }, { "x": 1.85, "y": 0.99605885860541 }, { "x": 1.9, "y": 0.99663997100115 }, { "x": 1.95, "y": 0.99713072869021 }, { "x": 2, "y": 0.99754587269501 }, { "x": 2.05, "y": 0.99789763352245 }, { "x": 2.1, "y": 0.99819617505887 }, { "x": 2.15, "y": 0.99844995747802 }, { "x": 2.2, "y": 0.99866603429695 }, { "x": 2.25, "y": 0.99885029584505 }, { "x": 2.3, "y": 0.99900766908638 }, { "x": 2.35, "y": 0.99914228185365 }, { "x": 2.4, "y": 0.99925759803037 }, { "x": 2.45, "y": 0.99935652898709 }, { "x": 2.5, "y": 0.99944152558294 }, { "x": 2.55, "y": 0.99951465423893 }, { "x": 2.6, "y": 0.99957765993804 }, { "x": 2.65, "y": 0.9996320184799 }, { "x": 2.7, "y": 0.99967897989019 }, { "x": 2.75, "y": 0.99971960453804 }, { "x": 2.8, "y": 0.99975479323269 }, { "x": 2.85, "y": 0.99978531234171 }, { "x": 2.9, "y": 0.99981181478626 }, { "x": 2.95, "y": 0.99983485761669 }, { "x": 3, "y": 0.99985491674751 }, { "x": 3.05, "y": 0.99987239932929 }, { "x": 3.1, "y": 0.99988765415162 }, { "x": 3.15, "y": 0.99990098040316 }, { "x": 3.2, "y": 0.99991263505896 }, { "x": 3.25, "y": 0.99992283911887 }, { "x": 3.3, "y": 0.99993178288308 }, { "x": 3.35, "y": 0.99993963041968 }, { "x": 3.4, "y": 0.99994652335301 }, { "x": 3.45, "y": 0.99995258408047 }, { "x": 3.5, "y": 0.99995791850757 }, { "x": 3.55, "y": 0.99996261837644 }, { "x": 3.6, "y": 0.99996676325074 }, { "x": 3.65, "y": 0.99997042220992 }, { "x": 3.7, "y": 0.99997365529705 }, { "x": 3.75, "y": 0.99997651475767 }, { "x": 3.8, "y": 0.99997904610116 }, { "x": 3.85, "y": 0.99998128901103 }, { "x": 3.9, "y": 0.99998327812662 }, { "x": 3.94999999999999, "y": 0.99998504371514 }, { "x": 3.99999999999999, "y": 0.99998661225015 } ] }, { "id": 540, "curve_id": "E1.5", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Thermal plant", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "figure_given", "mu": -0.22314355133202, "sigma": 0.55000000006076077, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.223, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.3146755E-07 }, { "x": 0.1, "y": 7.816173041E-05 }, { "x": 0.15, "y": 0.00116885385929 }, { "x": 0.2, "y": 0.00585882585765 }, { "x": 0.25, "y": 0.0172226605441 }, { "x": 0.3, "y": 0.03726663265642 }, { "x": 0.35, "y": 0.06641282389865 }, { "x": 0.4, "y": 0.1037864217514 }, { "x": 0.45, "y": 0.14775359472499 }, { "x": 0.5, "y": 0.19639959041779 }, { "x": 0.55, "y": 0.24785323585115 }, { "x": 0.6, "y": 0.30046683686662 }, { "x": 0.65, "y": 0.35289132934173 }, { "x": 0.7, "y": 0.4040862298103 }, { "x": 0.75, "y": 0.45329421848169 }, { "x": 0.8, "y": 0.5 }, { "x": 0.85, "y": 0.54388516057161 }, { "x": 0.9, "y": 0.58478533686519 }, { "x": 0.95, "y": 0.62265262625756 }, { "x": 1, "y": 0.65752419151688 }, { "x": 1.05, "y": 0.68949694696376 }, { "x": 1.1, "y": 0.71870770211296 }, { "x": 1.15, "y": 0.74531794828559 }, { "x": 1.2, "y": 0.76950245681495 }, { "x": 1.25, "y": 0.79144092611027 }, { "x": 1.3, "y": 0.8113120183277 }, { "x": 1.35, "y": 0.82928923711458 }, { "x": 1.4, "y": 0.84553820193005 }, { "x": 1.45, "y": 0.86021496576235 }, { "x": 1.5, "y": 0.87346509993756 }, { "x": 1.55, "y": 0.88542333264006 }, { "x": 1.6, "y": 0.8962135782486 }, { "x": 1.65, "y": 0.90594923448219 }, { "x": 1.7, "y": 0.91473365549222 }, { "x": 1.75, "y": 0.92266073310704 }, { "x": 1.8, "y": 0.92981553687571 }, { "x": 1.85, "y": 0.93627497756938 }, { "x": 1.9, "y": 0.94210846936228 }, { "x": 1.95, "y": 0.94737857380996 }, { "x": 2, "y": 0.95214161459278 }, { "x": 2.05, "y": 0.95644825628046 }, { "x": 2.1, "y": 0.96034404347831 }, { "x": 2.15, "y": 0.96386989892778 }, { "x": 2.2, "y": 0.96706258067787 }, { "x": 2.25, "y": 0.96995509949131 }, { "x": 2.3, "y": 0.97257709833001 }, { "x": 2.35, "y": 0.97495519617764 }, { "x": 2.4, "y": 0.9771132986774 }, { "x": 2.45, "y": 0.97907287814636 }, { "x": 2.5, "y": 0.98085322551555 }, { "x": 2.55, "y": 0.98247167666861 }, { "x": 2.6, "y": 0.98394381553367 }, { "x": 2.65, "y": 0.98528365613985 }, { "x": 2.7, "y": 0.98650380569392 }, { "x": 2.75, "y": 0.98761561057114 }, { "x": 2.8, "y": 0.98862928695489 }, { "x": 2.85, "y": 0.98955403770498 }, { "x": 2.9, "y": 0.99039815688725 }, { "x": 2.95, "y": 0.99116912325946 }, { "x": 3, "y": 0.9918736838803 }, { "x": 3.05, "y": 0.99251792889064 }, { "x": 3.1, "y": 0.99310735840827 }, { "x": 3.15, "y": 0.99364694237952 }, { "x": 3.2, "y": 0.99414117414235 }, { "x": 3.25, "y": 0.99459411837523 }, { "x": 3.3, "y": 0.99500945403405 }, { "x": 3.35, "y": 0.99539051281472 }, { "x": 3.4, "y": 0.99574031362065 }, { "x": 3.45, "y": 0.99606159346293 }, { "x": 3.5, "y": 0.99635683517394 }, { "x": 3.55, "y": 0.99662829227444 }, { "x": 3.6, "y": 0.99687801129647 }, { "x": 3.65, "y": 0.99710785183226 }, { "x": 3.7, "y": 0.99731950454923 }, { "x": 3.75, "y": 0.99751450738574 }, { "x": 3.8, "y": 0.99769426011849 }, { "x": 3.85, "y": 0.99786003747209 }, { "x": 3.9, "y": 0.99801300092285 }, { "x": 3.94999999999999, "y": 0.99815420933226 }, { "x": 3.99999999999999, "y": 0.99828462853145 } ] }, { "id": 541, "curve_id": "E1.6", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Thermal plant", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "figure_given", "mu": -0.994252273343867, "sigma": 0.55000000000000293, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.994, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00013682041996 }, { "x": 0.1, "y": 0.00868485605443 }, { "x": 0.15, "y": 0.05033878055581 }, { "x": 0.2, "y": 0.13167262481262 }, { "x": 0.25, "y": 0.23798358818175 }, { "x": 0.3, "y": 0.35148659623381 }, { "x": 0.35, "y": 0.45976090434277 }, { "x": 0.4, "y": 0.55636057199769 }, { "x": 0.45, "y": 0.63904198419242 }, { "x": 0.5, "y": 0.70796993476773 }, { "x": 0.55, "y": 0.76446987937436 }, { "x": 0.6, "y": 0.81028785213374 }, { "x": 0.65, "y": 0.84719799287233 }, { "x": 0.7, "y": 0.87681908423131 }, { "x": 0.75, "y": 0.90054672759739 }, { "x": 0.8, "y": 0.91954474439572 }, { "x": 0.85, "y": 0.93476390138215 }, { "x": 0.9, "y": 0.94697087610484 }, { "x": 0.95, "y": 0.95677885881156 }, { "x": 1, "y": 0.96467584294172 }, { "x": 1.05, "y": 0.9710491091358 }, { "x": 1.1, "y": 0.97620563276467 }, { "x": 1.15, "y": 0.98038870611895 }, { "x": 1.2, "y": 0.98379128069101 }, { "x": 1.25, "y": 0.98656657672012 }, { "x": 1.3, "y": 0.98883646986628 }, { "x": 1.35, "y": 0.99069809717877 }, { "x": 1.4, "y": 0.99222905059724 }, { "x": 1.45, "y": 0.9934914571444 }, { "x": 1.5, "y": 0.99453518502637 }, { "x": 1.55, "y": 0.99540036495983 }, { "x": 1.6, "y": 0.99611937555533 }, { "x": 1.65, "y": 0.99671840926381 }, { "x": 1.7, "y": 0.99721870986532 }, { "x": 1.75, "y": 0.99763755245919 }, { "x": 1.8, "y": 0.99798902128459 }, { "x": 1.85, "y": 0.99828462853145 }, { "x": 1.9, "y": 0.99853380784015 }, { "x": 1.95, "y": 0.99874430883599 }, { "x": 2, "y": 0.99892251332981 }, { "x": 2.05, "y": 0.99907368937079 }, { "x": 2.1, "y": 0.99920219587543 }, { "x": 2.15, "y": 0.99931164785674 }, { "x": 2.2, "y": 0.99940505016828 }, { "x": 2.25, "y": 0.99948490602632 }, { "x": 2.3, "y": 0.99955330527842 }, { "x": 2.35, "y": 0.99961199636867 }, { "x": 2.4, "y": 0.99966244514783 }, { "x": 2.45, "y": 0.99970588304366 }, { "x": 2.5, "y": 0.9997433466053 }, { "x": 2.55, "y": 0.99977571003848 }, { "x": 2.6, "y": 0.99980371203224 }, { "x": 2.65, "y": 0.99982797792588 }, { "x": 2.7, "y": 0.99984903806403 }, { "x": 2.75, "y": 0.99986734302648 }, { "x": 2.8, "y": 0.99988327629042 }, { "x": 2.85, "y": 0.99989716477871 }, { "x": 2.9, "y": 0.99990928766406 }, { "x": 2.95, "y": 0.99991988373151 }, { "x": 3, "y": 0.99992915754671 }, { "x": 3.05, "y": 0.99993728463306 }, { "x": 3.1, "y": 0.99994441582475 }, { "x": 3.15, "y": 0.99995068093333 }, { "x": 3.2, "y": 0.99995619184129 }, { "x": 3.25, "y": 0.99996104511656 }, { "x": 3.3, "y": 0.99996532422588 }, { "x": 3.35, "y": 0.99996910141145 }, { "x": 3.4, "y": 0.99997243928471 }, { "x": 3.45, "y": 0.99997539218197 }, { "x": 3.5, "y": 0.99997800731914 }, { "x": 3.55, "y": 0.99998032577699 }, { "x": 3.6, "y": 0.99998238334278 }, { "x": 3.65, "y": 0.99998421123052 }, { "x": 3.7, "y": 0.99998583669794 }, { "x": 3.75, "y": 0.99998728357596 }, { "x": 3.8, "y": 0.99998857272353 }, { "x": 3.85, "y": 0.99998972241894 }, { "x": 3.9, "y": 0.99999074869689 }, { "x": 3.94999999999999, "y": 0.99999166563924 }, { "x": 3.99999999999999, "y": 0.99999248562609 } ] }, { "id": 542, "curve_id": "E1.9", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Solar farms", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "figure_given", "mu": -0.235722333521276, "sigma": 0.63000000000065459, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.236, σ=0.630, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 5.90765692E-06 }, { "x": 0.1, "y": 0.00051768570957 }, { "x": 0.15, "y": 0.00418042660864 }, { "x": 0.2, "y": 0.01461017539729 }, { "x": 0.25, "y": 0.03390218087964 }, { "x": 0.3, "y": 0.06215822510687 }, { "x": 0.35, "y": 0.09814015645576 }, { "x": 0.4, "y": 0.14001158362755 }, { "x": 0.45, "y": 0.18584556548424 }, { "x": 0.5, "y": 0.23389756606921 }, { "x": 0.55, "y": 0.28271829337287 }, { "x": 0.6, "y": 0.33117465929612 }, { "x": 0.65, "y": 0.37842498321987 }, { "x": 0.7, "y": 0.42387569664895 }, { "x": 0.75, "y": 0.46713419029156 }, { "x": 0.8, "y": 0.5079648804076 }, { "x": 0.85, "y": 0.54625134880291 }, { "x": 0.9, "y": 0.58196520630429 }, { "x": 0.95, "y": 0.61514127596447 }, { "x": 1, "y": 0.64585826466841 }, { "x": 1.05, "y": 0.67422398700332 }, { "x": 1.1, "y": 0.70036425428103 }, { "x": 1.15, "y": 0.72441465369343 }, { "x": 1.2, "y": 0.74651457116582 }, { "x": 1.25, "y": 0.76680293431731 }, { "x": 1.3, "y": 0.78541525981752 }, { "x": 1.35, "y": 0.80248167978928 }, { "x": 1.4, "y": 0.81812569538812 }, { "x": 1.45, "y": 0.83246346427491 }, { "x": 1.5, "y": 0.84560347476286 }, { "x": 1.55, "y": 0.85764649527337 }, { "x": 1.6, "y": 0.86868571542432 }, { "x": 1.65, "y": 0.87880701632598 }, { "x": 1.7, "y": 0.8880893238853 }, { "x": 1.75, "y": 0.89660501124897 }, { "x": 1.8, "y": 0.90442032584355 }, { "x": 1.85, "y": 0.911595823495 }, { "x": 1.9, "y": 0.91818679737272 }, { "x": 1.95, "y": 0.9242436934246 }, { "x": 2, "y": 0.92981250687095 }, { "x": 2.05, "y": 0.93493515645474 }, { "x": 2.1, "y": 0.93964983469211 }, { "x": 2.15, "y": 0.94399133347466 }, { "x": 2.2, "y": 0.94799134515461 }, { "x": 2.25, "y": 0.95167873977776 }, { "x": 2.3, "y": 0.95507981948194 }, { "x": 2.35, "y": 0.95821855129781 }, { "x": 2.4, "y": 0.96111677971041 }, { "x": 2.45, "y": 0.96379442039197 }, { "x": 2.5, "y": 0.96626963651881 }, { "x": 2.55, "y": 0.96855899905329 }, { "x": 2.6, "y": 0.97067763231731 }, { "x": 2.65, "y": 0.97263934611468 }, { "x": 2.7, "y": 0.97445675558264 }, { "x": 2.75, "y": 0.97614138987118 }, { "x": 2.8, "y": 0.97770379066724 }, { "x": 2.85, "y": 0.97915360150006 }, { "x": 2.9, "y": 0.98049964868645 }, { "x": 2.95, "y": 0.98175001470104 }, { "x": 3, "y": 0.98291210468703 }, { "x": 3.05, "y": 0.98399270675864 }, { "x": 3.1, "y": 0.98499804668618 }, { "x": 3.15, "y": 0.98593383749996 }, { "x": 3.2, "y": 0.9868053244984 }, { "x": 3.25, "y": 0.9876173260996 }, { "x": 3.3, "y": 0.98837427093351 }, { "x": 3.35, "y": 0.98908023153359 }, { "x": 3.4, "y": 0.98973895495208 }, { "x": 3.45, "y": 0.99035389059156 }, { "x": 3.5, "y": 0.99092821551696 }, { "x": 3.55, "y": 0.99146485748668 }, { "x": 3.6, "y": 0.99196651591782 }, { "x": 3.65, "y": 0.99243568098016 }, { "x": 3.7, "y": 0.99287465099399 }, { "x": 3.75, "y": 0.99328554829044 }, { "x": 3.8, "y": 0.99367033367713 }, { "x": 3.85, "y": 0.99403081963844 }, { "x": 3.9, "y": 0.9943686823871 }, { "x": 3.94999999999999, "y": 0.99468547287257 }, { "x": 3.99999999999999, "y": 0.99498262684158 } ] }, { "id": 543, "curve_id": "E12.1", "sector": "Telecommunications", "ci_type": "Others", "ci_desc": "Central offices and broadcasting stations", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.510825625071098, "sigma": 0.62000000513208076, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.511, σ=0.620, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.062871499E-05 }, { "x": 0.1, "y": 0.00192660973021 }, { "x": 0.15, "y": 0.01267724004264 }, { "x": 0.2, "y": 0.03820098844266 }, { "x": 0.25, "y": 0.07896815696965 }, { "x": 0.3, "y": 0.13178791213248 }, { "x": 0.35, "y": 0.19232808135963 }, { "x": 0.4, "y": 0.25656364019405 }, { "x": 0.45, "y": 0.32132267538181 }, { "x": 0.5, "y": 0.38435334302944 }, { "x": 0.55, "y": 0.44419531317267 }, { "x": 0.6, "y": 0.5 }, { "x": 0.65, "y": 0.55136119057284 }, { "x": 0.7, "y": 0.59817654960306 }, { "x": 0.75, "y": 0.64054238949516 }, { "x": 0.8, "y": 0.67867732461819 }, { "x": 0.85, "y": 0.71286874025063 }, { "x": 0.9, "y": 0.74343635980595 }, { "x": 0.95, "y": 0.77070820245032 }, { "x": 1, "y": 0.79500530346418 }, { "x": 1.05, "y": 0.81663250858231 }, { "x": 1.1, "y": 0.83587339915164 }, { "x": 1.15, "y": 0.85298796896156 }, { "x": 1.2, "y": 0.86821208786752 }, { "x": 1.25, "y": 0.88175808575851 }, { "x": 1.3, "y": 0.89381600246384 }, { "x": 1.35, "y": 0.90455519826754 }, { "x": 1.4, "y": 0.91412612355741 }, { "x": 1.45, "y": 0.92266211787312 }, { "x": 1.5, "y": 0.93028115771803 }, { "x": 1.55, "y": 0.93708750575004 }, { "x": 1.6, "y": 0.94317323618578 }, { "x": 1.65, "y": 0.94861962583859 }, { "x": 1.7, "y": 0.95349840955101 }, { "x": 1.75, "y": 0.95787290454455 }, { "x": 1.8, "y": 0.96179901155734 }, { "x": 1.85, "y": 0.96532610237796 }, { "x": 1.9, "y": 0.96849780406957 }, { "x": 1.95, "y": 0.97135269019311 }, { "x": 2, "y": 0.97392488894203 }, { "x": 2.05, "y": 0.97624461746941 }, { "x": 2.1, "y": 0.97833865093689 }, { "x": 2.15, "y": 0.9802307340212 }, { "x": 2.2, "y": 0.98194194182445 }, { "x": 2.25, "y": 0.98349099637979 }, { "x": 2.3, "y": 0.9848945442401 }, { "x": 2.35, "y": 0.9861673999924 }, { "x": 2.4, "y": 0.98732275995736 }, { "x": 2.45, "y": 0.98837238981081 }, { "x": 2.5, "y": 0.98932678939936 }, { "x": 2.55, "y": 0.99019533761127 }, { "x": 2.6, "y": 0.99098641980174 }, { "x": 2.65, "y": 0.99170753995404 }, { "x": 2.7, "y": 0.99236541947994 }, { "x": 2.75, "y": 0.99296608431946 }, { "x": 2.8, "y": 0.99351494178845 }, { "x": 2.85, "y": 0.99401684843714 }, { "x": 2.9, "y": 0.99447617002223 }, { "x": 2.95, "y": 0.99489683455466 }, { "x": 3, "y": 0.99528237926353 }, { "x": 3.05, "y": 0.99563599221022 }, { "x": 3.1, "y": 0.99596054919463 }, { "x": 3.15, "y": 0.99625864651506 }, { "x": 3.2, "y": 0.99653263007306 }, { "x": 3.25, "y": 0.99678462125389 }, { "x": 3.3, "y": 0.99701653995987 }, { "x": 3.35, "y": 0.99723012512778 }, { "x": 3.4, "y": 0.99742695302096 }, { "x": 3.45, "y": 0.9976084535514 }, { "x": 3.5, "y": 0.9977759248566 }, { "x": 3.55, "y": 0.99793054632865 }, { "x": 3.6, "y": 0.99807339026979 }, { "x": 3.65, "y": 0.99820543232779 }, { "x": 3.7, "y": 0.99832756084672 }, { "x": 3.75, "y": 0.99844058525251 }, { "x": 3.8, "y": 0.9985452435791 }, { "x": 3.85, "y": 0.99864220922856 }, { "x": 3.9, "y": 0.99873209704797 }, { "x": 3.94999999999999, "y": 0.99881546879641 }, { "x": 3.99999999999999, "y": 0.99889283806689 } ] }, { "id": 544, "curve_id": "E12.2", "sector": "Telecommunications", "ci_type": "Others", "ci_desc": "Central offices and broadcasting stations", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.776528789500051, "sigma": 0.6200000000035355, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.777, σ=0.620, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00017221805361 }, { "x": 0.1, "y": 0.00692016253581 }, { "x": 0.15, "y": 0.03534956548112 }, { "x": 0.2, "y": 0.08957095037243 }, { "x": 0.25, "y": 0.162682464459 }, { "x": 0.3, "y": 0.24527766654086 }, { "x": 0.35, "y": 0.32968045281741 }, { "x": 0.4, "y": 0.41082530957242 }, { "x": 0.45, "y": 0.48586051773939 }, { "x": 0.5, "y": 0.5534910437947 }, { "x": 0.55, "y": 0.61340798343477 }, { "x": 0.6, "y": 0.66587590170708 }, { "x": 0.65, "y": 0.71145987935639 }, { "x": 0.7, "y": 0.75085527102906 }, { "x": 0.75, "y": 0.78478687189673 }, { "x": 0.8, "y": 0.81395272839557 }, { "x": 0.85, "y": 0.83899564882156 }, { "x": 0.9, "y": 0.86049133695539 }, { "x": 0.95, "y": 0.878946119209 }, { "x": 1, "y": 0.89479990670997 }, { "x": 1.05, "y": 0.90843174968783 }, { "x": 1.1, "y": 0.9201664235326 }, { "x": 1.15, "y": 0.93028115771803 }, { "x": 1.2, "y": 0.93901202954411 }, { "x": 1.25, "y": 0.94655979125084 }, { "x": 1.3, "y": 0.95309504348697 }, { "x": 1.35, "y": 0.95876274964177 }, { "x": 1.4, "y": 0.96368612883654 }, { "x": 1.45, "y": 0.96796998581818 }, { "x": 1.5, "y": 0.97170354313797 }, { "x": 1.55, "y": 0.97496284068436 }, { "x": 1.6, "y": 0.97781276342039 }, { "x": 1.65, "y": 0.98030875216471 }, { "x": 1.7, "y": 0.98249824567693 }, { "x": 1.75, "y": 0.98442189584439 }, { "x": 1.8, "y": 0.98611459176902 }, { "x": 1.85, "y": 0.98760632317693 }, { "x": 1.9, "y": 0.98892290886213 }, { "x": 1.95, "y": 0.99008661180968 }, { "x": 2, "y": 0.99111665917232 }, { "x": 2.05, "y": 0.99202968233336 }, { "x": 2.1, "y": 0.99284008980979 }, { "x": 2.15, "y": 0.99356038366892 }, { "x": 2.2, "y": 0.99420142838996 }, { "x": 2.25, "y": 0.99477267964553 }, { "x": 2.3, "y": 0.99528237926353 }, { "x": 2.35, "y": 0.99573772161497 }, { "x": 2.4, "y": 0.99614499582808 }, { "x": 2.45, "y": 0.996509707523 }, { "x": 2.5, "y": 0.99683668317241 }, { "x": 2.55, "y": 0.99713015970138 }, { "x": 2.6, "y": 0.99739386152853 }, { "x": 2.65, "y": 0.99763106690641 }, { "x": 2.7, "y": 0.99784466513099 }, { "x": 2.75, "y": 0.99803720594822 }, { "x": 2.8, "y": 0.99821094228299 }, { "x": 2.85, "y": 0.99836786724511 }, { "x": 2.9, "y": 0.99850974622346 }, { "x": 2.95, "y": 0.99863814475849 }, { "x": 3, "y": 0.99875445278114 }, { "x": 3.05, "y": 0.99885990571991 }, { "x": 3.1, "y": 0.9989556029049 }, { "x": 3.15, "y": 0.99904252363571 }, { "x": 3.2, "y": 0.99912154122747 }, { "x": 3.25, "y": 0.99919343530489 }, { "x": 3.3, "y": 0.99925890257599 }, { "x": 3.35, "y": 0.99931856628498 }, { "x": 3.4, "y": 0.99937298451605 }, { "x": 3.45, "y": 0.99942265749631 }, { "x": 3.5, "y": 0.99946803402587 }, { "x": 3.55, "y": 0.99950951714577 }, { "x": 3.6, "y": 0.99954746913966 }, { "x": 3.65, "y": 0.9995822159524 }, { "x": 3.7, "y": 0.99961405109764 }, { "x": 3.75, "y": 0.99964323911725 }, { "x": 3.8, "y": 0.99967001864705 }, { "x": 3.85, "y": 0.99969460513654 }, { "x": 3.9, "y": 0.99971719326398 }, { "x": 3.94999999999999, "y": 0.99973795908314 }, { "x": 3.99999999999999, "y": 0.99975706193336 } ] }, { "id": 545, "curve_id": "E13.1", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground concrete tank, anchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.0512932943875511, "sigma": 0.60000000000000131, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.051, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 4.6146243E-07 }, { "x": 0.1, "y": 8.766120441E-05 }, { "x": 0.15, "y": 0.00104766078771 }, { "x": 0.2, "y": 0.00470335992024 }, { "x": 0.25, "y": 0.01304055939766 }, { "x": 0.3, "y": 0.02735750157486 }, { "x": 0.35, "y": 0.04803476404456 }, { "x": 0.4, "y": 0.07469881843618 }, { "x": 0.45, "y": 0.10650021418594 }, { "x": 0.5, "y": 0.14236446877755 }, { "x": 0.55, "y": 0.18117240530546 }, { "x": 0.6, "y": 0.22187170671453 }, { "x": 0.65, "y": 0.26353575380822 }, { "x": 0.7, "y": 0.30538683095591 }, { "x": 0.75, "y": 0.34679742390907 }, { "x": 0.8, "y": 0.38727934153864 }, { "x": 0.85, "y": 0.42646704274978 }, { "x": 0.9, "y": 0.46409909261269 }, { "x": 0.95, "y": 0.5 }, { "x": 1, "y": 0.53406360994126 }, { "x": 1.05, "y": 0.56623855849465 }, { "x": 1.1, "y": 0.59651590738584 }, { "x": 1.15, "y": 0.6249188610714 }, { "x": 1.2, "y": 0.65149436320745 }, { "x": 1.25, "y": 0.67630632882126 }, { "x": 1.3, "y": 0.69943026479553 }, { "x": 1.35, "y": 0.72094904717972 }, { "x": 1.4, "y": 0.74094964882246 }, { "x": 1.45, "y": 0.7595206387337 }, { "x": 1.5, "y": 0.77675030203009 }, { "x": 1.55, "y": 0.79272525455347 }, { "x": 1.6, "y": 0.80752944853607 }, { "x": 1.65, "y": 0.82124348484112 }, { "x": 1.7, "y": 0.83394416346415 }, { "x": 1.75, "y": 0.8457042174218 }, { "x": 1.8, "y": 0.85659218621854 }, { "x": 1.85, "y": 0.86667239411503 }, { "x": 1.9, "y": 0.87600500574714 }, { "x": 1.95, "y": 0.88464613755234 }, { "x": 2, "y": 0.89264800820179 }, { "x": 2.05, "y": 0.9000591150256 }, { "x": 2.1, "y": 0.90692442643478 }, { "x": 2.15, "y": 0.91328558273431 }, { "x": 2.2, "y": 0.91918109961019 }, { "x": 2.25, "y": 0.92464657005783 }, { "x": 2.3, "y": 0.92971486168136 }, { "x": 2.35, "y": 0.93441630719838 }, { "x": 2.4, "y": 0.93877888668492 }, { "x": 2.45, "y": 0.94282840063371 }, { "x": 2.5, "y": 0.94658863330843 }, { "x": 2.55, "y": 0.95008150618596 }, { "x": 2.6, "y": 0.95332722150754 }, { "x": 2.65, "y": 0.95634439612741 }, { "x": 2.7, "y": 0.95915018596649 }, { "x": 2.75, "y": 0.96176040145991 }, { "x": 2.8, "y": 0.96418961444013 }, { "x": 2.85, "y": 0.96645125692808 }, { "x": 2.9, "y": 0.96855771231862 }, { "x": 2.95, "y": 0.97052039944861 }, { "x": 3, "y": 0.97234985002833 }, { "x": 3.05, "y": 0.97405577990308 }, { "x": 3.1, "y": 0.97564715459367 }, { "x": 3.15, "y": 0.97713224954267 }, { "x": 3.2, "y": 0.97851870547082 }, { "x": 3.25, "y": 0.97981357922332 }, { "x": 3.3, "y": 0.98102339046192 }, { "x": 3.35, "y": 0.98215416453463 }, { "x": 3.4, "y": 0.98321147183138 }, { "x": 3.45, "y": 0.98420046391166 }, { "x": 3.5, "y": 0.98512590666864 }, { "x": 3.55, "y": 0.98599221077388 }, { "x": 3.6, "y": 0.98680345962783 }, { "x": 3.65, "y": 0.98756343502313 }, { "x": 3.7, "y": 0.98827564071123 }, { "x": 3.75, "y": 0.98894332404723 }, { "x": 3.8, "y": 0.98956949587352 }, { "x": 3.85, "y": 0.99015694878929 }, { "x": 3.9, "y": 0.99070827394091 }, { "x": 3.94999999999999, "y": 0.99122587645679 }, { "x": 3.99999999999999, "y": 0.99171198963986 } ] }, { "id": 546, "curve_id": "E13.10", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Unanchored elevated", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "figure_given", "mu": -0.553385238184787, "sigma": 0.60000000000000153, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.553, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.344827819E-05 }, { "x": 0.1, "y": 0.0017765455108 }, { "x": 0.15, "y": 0.01255981886414 }, { "x": 0.2, "y": 0.03919646131046 }, { "x": 0.25, "y": 0.0825408355298 }, { "x": 0.3, "y": 0.13911310799377 }, { "x": 0.35, "y": 0.20400666049779 }, { "x": 0.4, "y": 0.27264182934495 }, { "x": 0.45, "y": 0.34143957828927 }, { "x": 0.5, "y": 0.40790533008193 }, { "x": 0.55, "y": 0.47047086971583 }, { "x": 0.6, "y": 0.52827433726002 }, { "x": 0.65, "y": 0.58095500047028 }, { "x": 0.7, "y": 0.62848764529909 }, { "x": 0.75, "y": 0.67105876281013 }, { "x": 0.8, "y": 0.70897843961849 }, { "x": 0.85, "y": 0.74261999321312 }, { "x": 0.9, "y": 0.77238004118856 }, { "x": 0.95, "y": 0.79865309685698 }, { "x": 1, "y": 0.82181621925661 }, { "x": 1.05, "y": 0.84222046180011 }, { "x": 1.1, "y": 0.86018681048658 }, { "x": 1.15, "y": 0.87600500574714 }, { "x": 1.2, "y": 0.88993414926958 }, { "x": 1.25, "y": 0.9022043559438 }, { "x": 1.3, "y": 0.91301896114702 }, { "x": 1.35, "y": 0.92255696580635 }, { "x": 1.4, "y": 0.93097551897459 }, { "x": 1.45, "y": 0.93841231664757 }, { "x": 1.5, "y": 0.94498784806193 }, { "x": 1.55, "y": 0.95080745506079 }, { "x": 1.6, "y": 0.95596319210424 }, { "x": 1.65, "y": 0.96053548815096 }, { "x": 1.7, "y": 0.96459461971658 }, { "x": 1.75, "y": 0.96820200882028 }, { "x": 1.8, "y": 0.97141136155579 }, { "x": 1.85, "y": 0.97426966354075 }, { "x": 1.9, "y": 0.97681804809682 }, { "x": 1.95, "y": 0.9790925520809 }, { "x": 2, "y": 0.98112477308201 }, { "x": 2.05, "y": 0.98294244038172 }, { "x": 2.1, "y": 0.98456991075219 }, { "x": 2.15, "y": 0.98602859889538 }, { "x": 2.2, "y": 0.98733735114467 }, { "x": 2.25, "y": 0.98851276997176 }, { "x": 2.3, "y": 0.98956949587352 }, { "x": 2.35, "y": 0.99052045235214 }, { "x": 2.4, "y": 0.99137705894321 }, { "x": 2.45, "y": 0.99214941658144 }, { "x": 2.5, "y": 0.99284646901342 }, { "x": 2.55, "y": 0.99347614346302 }, { "x": 2.6, "y": 0.99404547331803 }, { "x": 2.65, "y": 0.99456070522892 }, { "x": 2.7, "y": 0.99502739268401 }, { "x": 2.75, "y": 0.99545047784422 }, { "x": 2.8, "y": 0.99583436317751 }, { "x": 2.85, "y": 0.99618297422426 }, { "x": 2.9, "y": 0.99649981464468 }, { "x": 2.95, "y": 0.99678801454393 }, { "x": 3, "y": 0.99705037293747 }, { "x": 3.05, "y": 0.99728939510319 }, { "x": 3.1, "y": 0.99750732546835 }, { "x": 3.15, "y": 0.99770617659303 }, { "x": 3.2, "y": 0.99788775473824 }, { "x": 3.25, "y": 0.99805368244288 }, { "x": 3.3, "y": 0.9982054184785 }, { "x": 3.35, "y": 0.99834427550328 }, { "x": 3.4, "y": 0.99847143569506 }, { "x": 3.45, "y": 0.99858796460795 }, { "x": 3.5, "y": 0.99869482346544 }, { "x": 3.55, "y": 0.99879288007675 }, { "x": 3.6, "y": 0.99888291853906 }, { "x": 3.65, "y": 0.9989656478687 }, { "x": 3.7, "y": 0.99904170968608 }, { "x": 3.75, "y": 0.99911168506425 }, { "x": 3.8, "y": 0.99917610063736 }, { "x": 3.85, "y": 0.99923543405365 }, { "x": 3.9, "y": 0.99929011884739 }, { "x": 3.94999999999999, "y": 0.99934054879534 }, { "x": 3.99999999999999, "y": 0.99938708181555 } ] }, { "id": 547, "curve_id": "E13.11", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": 0.16551443847698866, "sigma": 0.61000000000763954, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.166, σ=0.610, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.0954106E-07 }, { "x": 0.1, "y": 2.604290958E-05 }, { "x": 0.15, "y": 0.00036062950748 }, { "x": 0.2, "y": 0.00180854381745 }, { "x": 0.25, "y": 0.00548035665692 }, { "x": 0.3, "y": 0.01238210669163 }, { "x": 0.35, "y": 0.02316605935579 }, { "x": 0.4, "y": 0.0380769940656 }, { "x": 0.45, "y": 0.05701174770921 }, { "x": 0.5, "y": 0.07961855232868 }, { "x": 0.55, "y": 0.10539505406292 }, { "x": 0.6, "y": 0.13376811653976 }, { "x": 0.65, "y": 0.16415177209881 }, { "x": 0.7, "y": 0.19598556840504 }, { "x": 0.75, "y": 0.22875745965105 }, { "x": 0.8, "y": 0.26201544526743 }, { "x": 0.85, "y": 0.29537150653996 }, { "x": 0.9, "y": 0.32850057787196 }, { "x": 0.95, "y": 0.36113654279236 }, { "x": 1, "y": 0.39306663906717 }, { "x": 1.05, "y": 0.42412519798142 }, { "x": 1.1, "y": 0.45418730970034 }, { "x": 1.15, "y": 0.48316277290273 }, { "x": 1.2, "y": 0.51099052761833 }, { "x": 1.25, "y": 0.53763366479019 }, { "x": 1.3, "y": 0.56307503862093 }, { "x": 1.35, "y": 0.58731346645922 }, { "x": 1.4, "y": 0.61036047733929 }, { "x": 1.45, "y": 0.63223755829796 }, { "x": 1.5, "y": 0.65297384309163 }, { "x": 1.55, "y": 0.67260418807094 }, { "x": 1.6, "y": 0.6911675828279 }, { "x": 1.65, "y": 0.70870584754342 }, { "x": 1.7, "y": 0.72526257391653 }, { "x": 1.75, "y": 0.74088227163738 }, { "x": 1.8, "y": 0.75560968726873 }, { "x": 1.85, "y": 0.76948926695389 }, { "x": 1.9, "y": 0.78256473848947 }, { "x": 1.95, "y": 0.79487879196327 }, { "x": 2, "y": 0.80647284136668 }, { "x": 2.05, "y": 0.81738685237464 }, { "x": 2.1, "y": 0.82765922388093 }, { "x": 2.15, "y": 0.83732671292317 }, { "x": 2.2, "y": 0.84642439437142 }, { "x": 2.25, "y": 0.85498564822678 }, { "x": 2.3, "y": 0.86304216861737 }, { "x": 2.35, "y": 0.87062398962208 }, { "x": 2.4, "y": 0.87775952392633 }, { "x": 2.45, "y": 0.88447561104428 }, { "x": 2.5, "y": 0.89079757245039 }, { "x": 2.55, "y": 0.89674927146961 }, { "x": 2.6, "y": 0.9023531761953 }, { "x": 2.65, "y": 0.90763042405131 }, { "x": 2.7, "y": 0.91260088690196 }, { "x": 2.75, "y": 0.91728323584963 }, { "x": 2.8, "y": 0.92169500505384 }, { "x": 2.85, "y": 0.92585265406436 }, { "x": 2.9, "y": 0.9297716282906 }, { "x": 2.95, "y": 0.93346641733448 }, { "x": 3, "y": 0.93695061099906 }, { "x": 3.05, "y": 0.94023695285372 }, { "x": 3.1, "y": 0.94333739129104 }, { "x": 3.15, "y": 0.9462631280537 }, { "x": 3.2, "y": 0.94902466424382 }, { "x": 3.25, "y": 0.9516318438531 }, { "x": 3.3, "y": 0.95409389487221 }, { "x": 3.35, "y": 0.95641946805264 }, { "x": 3.4, "y": 0.95861667340502 }, { "x": 3.45, "y": 0.96069311452496 }, { "x": 3.5, "y": 0.96265592084267 }, { "x": 3.55, "y": 0.96451177789438 }, { "x": 3.6, "y": 0.96626695571519 }, { "x": 3.65, "y": 0.96792733545168 }, { "x": 3.7, "y": 0.9694984342918 }, { "x": 3.75, "y": 0.97098542880656 }, { "x": 3.8, "y": 0.97239317679561 }, { "x": 3.85, "y": 0.97372623772527 }, { "x": 3.9, "y": 0.97498889184385 }, { "x": 3.94999999999999, "y": 0.97618515805562 }, { "x": 3.99999999999999, "y": 0.97731881063052 } ] }, { "id": 548, "curve_id": "E13.13", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Filled for >=50%", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": 0.13102826240639959, "sigma": 0.80000000000000815, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.131, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 4.644495442E-05 }, { "x": 0.1, "y": 0.00117499430393 }, { "x": 0.15, "y": 0.00561939280323 }, { "x": 0.2, "y": 0.01479323835409 }, { "x": 0.25, "y": 0.02893685687066 }, { "x": 0.3, "y": 0.04758333558165 }, { "x": 0.35, "y": 0.06996349243566 }, { "x": 0.4, "y": 0.09524198548073 }, { "x": 0.45, "y": 0.12263399166626 }, { "x": 0.5, "y": 0.15145353500309 }, { "x": 0.55, "y": 0.18112619581684 }, { "x": 0.6, "y": 0.2111847021186 }, { "x": 0.65, "y": 0.24125727818585 }, { "x": 0.7, "y": 0.27105379570455 }, { "x": 0.75, "y": 0.30035216493423 }, { "x": 0.8, "y": 0.32898602991282 }, { "x": 0.85, "y": 0.35683412846098 }, { "x": 0.9, "y": 0.38381133324046 }, { "x": 0.95, "y": 0.40986123492412 }, { "x": 1, "y": 0.43495007112577 }, { "x": 1.05, "y": 0.45906179600226 }, { "x": 1.1, "y": 0.48219409927929 }, { "x": 1.15, "y": 0.50435520624247 }, { "x": 1.2, "y": 0.52556131508325 }, { "x": 1.25, "y": 0.54583455161723 }, { "x": 1.3, "y": 0.56520134242245 }, { "x": 1.35, "y": 0.5836911254816 }, { "x": 1.4, "y": 0.6013353325333 }, { "x": 1.45, "y": 0.61816658983253 }, { "x": 1.5, "y": 0.63421809424748 }, { "x": 1.55, "y": 0.64952312993878 }, { "x": 1.6, "y": 0.66411469760541 }, { "x": 1.65, "y": 0.67802523372636 }, { "x": 1.7, "y": 0.69128640161841 }, { "x": 1.75, "y": 0.70392893967058 }, { "x": 1.8, "y": 0.71598255496735 }, { "x": 1.85, "y": 0.72747585281098 }, { "x": 1.9, "y": 0.73843629450517 }, { "x": 1.95, "y": 0.74889017725551 }, { "x": 2, "y": 0.75886263124675 }, { "x": 2.05, "y": 0.76837762992931 }, { "x": 2.1, "y": 0.77745801033206 }, { "x": 2.15, "y": 0.78612550085309 }, { "x": 2.2, "y": 0.79440075449229 }, { "x": 2.25, "y": 0.80230338590404 }, { "x": 2.3, "y": 0.80985201098291 }, { "x": 2.35, "y": 0.81706428796605 }, { "x": 2.4, "y": 0.82395695925437 }, { "x": 2.45, "y": 0.83054589333102 }, { "x": 2.5, "y": 0.83684612629821 }, { "x": 2.55, "y": 0.8428719026676 }, { "x": 2.6, "y": 0.84863671513182 }, { "x": 2.65, "y": 0.85415334311853 }, { "x": 2.7, "y": 0.85943388998725 }, { "x": 2.75, "y": 0.86448981877622 }, { "x": 2.8, "y": 0.86933198644397 }, { "x": 2.85, "y": 0.87397067657923 }, { "x": 2.9, "y": 0.87841563057592 }, { "x": 2.95, "y": 0.88267607728755 }, { "x": 3, "y": 0.88676076118888 }, { "x": 3.05, "y": 0.89067796908274 }, { "x": 3.1, "y": 0.89443555539733 }, { "x": 3.15, "y": 0.89804096612445 }, { "x": 3.2, "y": 0.90150126145267 }, { "x": 3.25, "y": 0.9048231371513 }, { "x": 3.3, "y": 0.90801294476234 }, { "x": 3.35, "y": 0.91107671065733 }, { "x": 3.4, "y": 0.91402015401566 }, { "x": 3.45, "y": 0.91684870378004 }, { "x": 3.5, "y": 0.91956751464285 }, { "x": 3.55, "y": 0.9221814821161 }, { "x": 3.6, "y": 0.9246952567352 }, { "x": 3.65, "y": 0.9271132574451 }, { "x": 3.7, "y": 0.92943968421507 }, { "x": 3.75, "y": 0.9316785299263 }, { "x": 3.8, "y": 0.93383359157433 }, { "x": 3.85, "y": 0.9359084808263 }, { "x": 3.9, "y": 0.93790663397058 }, { "x": 3.94999999999999, "y": 0.93983132129483 }, { "x": 3.99999999999999, "y": 0.9416856559261 } ] }, { "id": 549, "curve_id": "E13.14", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Filled for >=60%", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": 0.0861776962410212, "sigma": 0.80000000000006388, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.086, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 5.848587002E-05 }, { "x": 0.1, "y": 0.00141347819251 }, { "x": 0.15, "y": 0.00658531055142 }, { "x": 0.2, "y": 0.01702329332648 }, { "x": 0.25, "y": 0.03284082688478 }, { "x": 0.3, "y": 0.05340614080029 }, { "x": 0.35, "y": 0.07780387314388 }, { "x": 0.4, "y": 0.10508728981285 }, { "x": 0.45, "y": 0.13439426565963 }, { "x": 0.5, "y": 0.16498952008087 }, { "x": 0.55, "y": 0.19627048870775 }, { "x": 0.6, "y": 0.22775695138237 }, { "x": 0.65, "y": 0.25907467195342 }, { "x": 0.7, "y": 0.28993801845673 }, { "x": 0.75, "y": 0.32013378975426 }, { "x": 0.8, "y": 0.34950709102676 }, { "x": 0.85, "y": 0.37794942857238 }, { "x": 0.9, "y": 0.4053888897148 }, { "x": 0.95, "y": 0.43178215486748 }, { "x": 1, "y": 0.45710806107633 }, { "x": 1.05, "y": 0.48136245051367 }, { "x": 1.1, "y": 0.50455406836151 }, { "x": 1.15, "y": 0.52670130990317 }, { "x": 1.2, "y": 0.54782965064954 }, { "x": 1.25, "y": 0.56796962356934 }, { "x": 1.3, "y": 0.58715523327861 }, { "x": 1.35, "y": 0.60542271848706 }, { "x": 1.4, "y": 0.62280959155179 }, { "x": 1.45, "y": 0.63935389821362 }, { "x": 1.5, "y": 0.6550936520444 }, { "x": 1.55, "y": 0.67006640731607 }, { "x": 1.6, "y": 0.68430894134588 }, { "x": 1.65, "y": 0.69785702323593 }, { "x": 1.7, "y": 0.71074525060386 }, { "x": 1.75, "y": 0.72300693963458 }, { "x": 1.8, "y": 0.73467405676046 }, { "x": 1.85, "y": 0.74577718265502 }, { "x": 1.9, "y": 0.75634550112301 }, { "x": 1.95, "y": 0.76640680698666 }, { "x": 2, "y": 0.77598752828034 }, { "x": 2.05, "y": 0.78511275903586 }, { "x": 2.1, "y": 0.79380629971638 }, { "x": 2.15, "y": 0.80209070297856 }, { "x": 2.2, "y": 0.80998732293911 }, { "x": 2.25, "y": 0.81751636652037 }, { "x": 2.3, "y": 0.8246969457674 }, { "x": 2.35, "y": 0.83154713028386 }, { "x": 2.4, "y": 0.8380839991368 }, { "x": 2.45, "y": 0.84432369174277 }, { "x": 2.5, "y": 0.8502814573762 }, { "x": 2.55, "y": 0.85597170304349 }, { "x": 2.6, "y": 0.86140803954692 }, { "x": 2.65, "y": 0.86660332562612 }, { "x": 2.7, "y": 0.87156971011463 }, { "x": 2.75, "y": 0.87631867208779 }, { "x": 2.8, "y": 0.88086105900769 }, { "x": 2.85, "y": 0.88520712289399 }, { "x": 2.9, "y": 0.88936655456571 }, { "x": 2.95, "y": 0.89334851601193 }, { "x": 3, "y": 0.89716167095783 }, { "x": 3.05, "y": 0.90081421369827 }, { "x": 3.1, "y": 0.90431389627498 }, { "x": 3.15, "y": 0.90766805407486 }, { "x": 3.2, "y": 0.9108836299278 }, { "x": 3.25, "y": 0.91396719678143 }, { "x": 3.3, "y": 0.91692497902903 }, { "x": 3.35, "y": 0.9197628725648 }, { "x": 3.4, "y": 0.92248646363828 }, { "x": 3.45, "y": 0.92510104657688 }, { "x": 3.5, "y": 0.92761164044283 }, { "x": 3.55, "y": 0.93002300468747 }, { "x": 3.6, "y": 0.93233965386312 }, { "x": 3.65, "y": 0.93456587144935 }, { "x": 3.7, "y": 0.93670572284766 }, { "x": 3.75, "y": 0.93876306759546 }, { "x": 3.8, "y": 0.94074157084753 }, { "x": 3.85, "y": 0.94264471417008 }, { "x": 3.9, "y": 0.94447580569017 }, { "x": 3.94999999999999, "y": 0.94623798964041 }, { "x": 3.99999999999999, "y": 0.94793425533665 } ] }, { "id": 550, "curve_id": "E13.15", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Filled for >=90%", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": 0.00995033085250577, "sigma": 0.800000000001552, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.010, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 8.594579187E-05 }, { "x": 0.1, "y": 0.00192211216635 }, { "x": 0.15, "y": 0.00856657381758 }, { "x": 0.2, "y": 0.02147297334854 }, { "x": 0.25, "y": 0.04046582078993 }, { "x": 0.3, "y": 0.06458236754794 }, { "x": 0.35, "y": 0.09263275364446 }, { "x": 0.4, "y": 0.12347256057942 }, { "x": 0.45, "y": 0.156110533566 }, { "x": 0.5, "y": 0.18973537098868 }, { "x": 0.55, "y": 0.22370675135528 }, { "x": 0.6, "y": 0.25753294471725 }, { "x": 0.65, "y": 0.29084543787882 }, { "x": 0.7, "y": 0.32337507317159 }, { "x": 0.75, "y": 0.35493134623502 }, { "x": 0.8, "y": 0.38538519031544 }, { "x": 0.85, "y": 0.41465501049435 }, { "x": 0.9, "y": 0.44269552881239 }, { "x": 0.95, "y": 0.46948896565703 }, { "x": 1, "y": 0.49503811833394 }, { "x": 1.05, "y": 0.5193609583981 }, { "x": 1.1, "y": 0.54248643379895 }, { "x": 1.15, "y": 0.56445122114495 }, { "x": 1.2, "y": 0.58529722427511 }, { "x": 1.25, "y": 0.60506965743783 }, { "x": 1.3, "y": 0.62381558547926 }, { "x": 1.35, "y": 0.6415828206901 }, { "x": 1.4, "y": 0.6584190975478 }, { "x": 1.45, "y": 0.67437146360616 }, { "x": 1.5, "y": 0.68948583815382 }, { "x": 1.55, "y": 0.7038067007502 }, { "x": 1.6, "y": 0.71737687996589 }, { "x": 1.65, "y": 0.73023741909599 }, { "x": 1.7, "y": 0.74242750066244 }, { "x": 1.75, "y": 0.7539844154809 }, { "x": 1.8, "y": 0.76494356517391 }, { "x": 1.85, "y": 0.77533848945138 }, { "x": 1.9, "y": 0.78520091139593 }, { "x": 1.95, "y": 0.79456079549706 }, { "x": 2, "y": 0.80344641436257 }, { "x": 2.05, "y": 0.8118844209674 }, { "x": 2.1, "y": 0.81989992403258 }, { "x": 2.15, "y": 0.82751656470251 }, { "x": 2.2, "y": 0.8347565931411 }, { "x": 2.25, "y": 0.84164094402149 }, { "x": 2.3, "y": 0.84818931016172 }, { "x": 2.35, "y": 0.85442021377509 }, { "x": 2.4, "y": 0.86035107497243 }, { "x": 2.45, "y": 0.86599827728376 }, { "x": 2.5, "y": 0.87137723006725 }, { "x": 2.55, "y": 0.87650242774999 }, { "x": 2.6, "y": 0.88138750590274 }, { "x": 2.65, "y": 0.88604529419435 }, { "x": 2.7, "y": 0.89048786630271 }, { "x": 2.75, "y": 0.89472658688192 }, { "x": 2.8, "y": 0.8987721557005 }, { "x": 2.85, "y": 0.90263464907571 }, { "x": 2.9, "y": 0.90632355873431 }, { "x": 2.95, "y": 0.90984782823291 }, { "x": 3, "y": 0.91321588707075 }, { "x": 3.05, "y": 0.91643568262596 }, { "x": 3.1, "y": 0.91951471004311 }, { "x": 3.15, "y": 0.92246004019561 }, { "x": 3.2, "y": 0.92527834584173 }, { "x": 3.25, "y": 0.92797592608764 }, { "x": 3.3, "y": 0.93055872926534 }, { "x": 3.35, "y": 0.93303237432768 }, { "x": 3.4, "y": 0.93540217085709 }, { "x": 3.45, "y": 0.93767313777898 }, { "x": 3.5, "y": 0.93985002086538 }, { "x": 3.55, "y": 0.94193730910908 }, { "x": 3.6, "y": 0.94393925004358 }, { "x": 3.65, "y": 0.94585986407921 }, { "x": 3.7, "y": 0.94770295792133 }, { "x": 3.75, "y": 0.949472137132 }, { "x": 3.8, "y": 0.95117081789269 }, { "x": 3.85, "y": 0.95280223802139 }, { "x": 3.9, "y": 0.95436946729417 }, { "x": 3.94999999999999, "y": 0.95587541711764 }, { "x": 3.99999999999999, "y": 0.95732284959573 } ] }, { "id": 551, "curve_id": "E13.16", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Anchored components", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": 1.3137236682849738, "sigma": 0.79999999999991311, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.314, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.585761E-08 }, { "x": 0.1, "y": 3.08634961E-06 }, { "x": 0.15, "y": 2.99055839E-05 }, { "x": 0.2, "y": 0.00012911729444 }, { "x": 0.25, "y": 0.00036904823096 }, { "x": 0.3, "y": 0.00082443471402 }, { "x": 0.35, "y": 0.00156622466336 }, { "x": 0.4, "y": 0.00265567517441 }, { "x": 0.45, "y": 0.00414176528489 }, { "x": 0.5, "y": 0.00606072894593 }, { "x": 0.55, "y": 0.00843679103068 }, { "x": 0.6, "y": 0.01128349888479 }, { "x": 0.65, "y": 0.01460527760501 }, { "x": 0.7, "y": 0.01839899558277 }, { "x": 0.75, "y": 0.02265542688158 }, { "x": 0.8, "y": 0.02736055765516 }, { "x": 0.85, "y": 0.03249671919518 }, { "x": 0.9, "y": 0.03804354988598 }, { "x": 0.95, "y": 0.04397879850968 }, { "x": 1, "y": 0.05027898586958 }, { "x": 1.05, "y": 0.05691994298403 }, { "x": 1.1, "y": 0.06387724360815 }, { "x": 1.15, "y": 0.0711265474465 }, { "x": 1.2, "y": 0.07864386864037 }, { "x": 1.25, "y": 0.08640578224525 }, { "x": 1.3, "y": 0.09438957961584 }, { "x": 1.35, "y": 0.10257338196861 }, { "x": 1.4, "y": 0.11093621992717 }, { "x": 1.45, "y": 0.1194580855796 }, { "x": 1.5, "y": 0.12811996248089 }, { "x": 1.55, "y": 0.13690383810115 }, { "x": 1.6, "y": 0.14579270243361 }, { "x": 1.65, "y": 0.15477053581592 }, { "x": 1.7, "y": 0.16382228846647 }, { "x": 1.75, "y": 0.17293385377822 }, { "x": 1.8, "y": 0.1820920370305 }, { "x": 1.85, "y": 0.19128452086417 }, { "x": 1.9, "y": 0.20049982860348 }, { "x": 1.95, "y": 0.20972728629336 }, { "x": 2, "y": 0.21895698414325 }, { "x": 2.05, "y": 0.22817973792299 }, { "x": 2.1, "y": 0.23738705073691 }, { "x": 2.15, "y": 0.24657107550472 }, { "x": 2.2, "y": 0.25572457839799 }, { "x": 2.25, "y": 0.26484090341629 }, { "x": 2.3, "y": 0.27391393823468 }, { "x": 2.35, "y": 0.28293808141163 }, { "x": 2.4, "y": 0.29190821101266 }, { "x": 2.45, "y": 0.30081965467779 }, { "x": 2.5, "y": 0.30966816113926 }, { "x": 2.55, "y": 0.31844987317938 }, { "x": 2.6, "y": 0.32716130200507 }, { "x": 2.65, "y": 0.33579930300577 }, { "x": 2.7, "y": 0.34436105285404 }, { "x": 2.75, "y": 0.3528440279027 }, { "x": 2.8, "y": 0.36124598382865 }, { "x": 2.85, "y": 0.36956493647114 }, { "x": 2.9, "y": 0.37779914381101 }, { "x": 2.95, "y": 0.38594708903678 }, { "x": 3, "y": 0.39400746464399 }, { "x": 3.05, "y": 0.40197915751451 }, { "x": 3.1, "y": 0.40986123492412 }, { "x": 3.15, "y": 0.41765293142771 }, { "x": 3.2, "y": 0.42535363657339 }, { "x": 3.25, "y": 0.4329628833984 }, { "x": 3.3, "y": 0.4404803376619 }, { "x": 3.35, "y": 0.44790578777128 }, { "x": 3.4, "y": 0.45523913536116 }, { "x": 3.45, "y": 0.46248038648573 }, { "x": 3.5, "y": 0.46962964338754 }, { "x": 3.55, "y": 0.47668709680735 }, { "x": 3.6, "y": 0.48365301880198 }, { "x": 3.65, "y": 0.49052775603851 }, { "x": 3.7, "y": 0.49731172353536 }, { "x": 3.75, "y": 0.50400539882209 }, { "x": 3.8, "y": 0.51060931649178 }, { "x": 3.85, "y": 0.51712406312097 }, { "x": 3.9, "y": 0.52355027253412 }, { "x": 3.94999999999999, "y": 0.52988862139038 }, { "x": 3.99999999999999, "y": 0.53613982507237 } ] }, { "id": 552, "curve_id": "E13.17", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Unanchored components", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": 0.058268908123877444, "sigma": 0.800000000000215, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.058, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 6.740499019E-05 }, { "x": 0.1, "y": 0.00158338850697 }, { "x": 0.15, "y": 0.00725796144195 }, { "x": 0.2, "y": 0.01855128943447 }, { "x": 0.25, "y": 0.03548228700072 }, { "x": 0.3, "y": 0.05730553596575 }, { "x": 0.35, "y": 0.08300883783285 }, { "x": 0.4, "y": 0.11157407531759 }, { "x": 0.45, "y": 0.14209128966487 }, { "x": 0.5, "y": 0.17379604016758 }, { "x": 0.55, "y": 0.20607032078232 }, { "x": 0.6, "y": 0.2384280606085 }, { "x": 0.65, "y": 0.27049560396365 }, { "x": 0.7, "y": 0.30199201992975 }, { "x": 0.75, "y": 0.33271128867561 }, { "x": 0.8, "y": 0.36250703911509 }, { "x": 0.85, "y": 0.39127987157359 }, { "x": 0.9, "y": 0.41896702669117 }, { "x": 0.95, "y": 0.4455340703276 }, { "x": 1, "y": 0.47096825780723 }, { "x": 1.05, "y": 0.49527327093342 }, { "x": 1.1, "y": 0.51846506382402 }, { "x": 1.15, "y": 0.54056859740792 }, { "x": 1.2, "y": 0.56161528244232 }, { "x": 1.25, "y": 0.58164098542717 }, { "x": 1.3, "y": 0.60068448060621 }, { "x": 1.35, "y": 0.61878625482111 }, { "x": 1.4, "y": 0.63598759103901 }, { "x": 1.45, "y": 0.65232987164909 }, { "x": 1.5, "y": 0.66785405480791 }, { "x": 1.55, "y": 0.68260028680141 }, { "x": 1.6, "y": 0.69660762108032 }, { "x": 1.65, "y": 0.70991382072285 }, { "x": 1.7, "y": 0.7225552259115 }, { "x": 1.75, "y": 0.73456667184206 }, { "x": 1.8, "y": 0.7459814455215 }, { "x": 1.85, "y": 0.75683127232226 }, { "x": 1.9, "y": 0.76714632507468 }, { "x": 1.95, "y": 0.77695524999971 }, { "x": 2, "y": 0.78628520499252 }, { "x": 2.05, "y": 0.79516190672893 }, { "x": 2.1, "y": 0.80360968383044 }, { "x": 2.15, "y": 0.81165153393188 }, { "x": 2.2, "y": 0.81930918297898 }, { "x": 2.25, "y": 0.82660314546755 }, { "x": 2.3, "y": 0.83355278464097 }, { "x": 2.35, "y": 0.84017637190504 }, { "x": 2.4, "y": 0.84649114491051 }, { "x": 2.45, "y": 0.85251336390544 }, { "x": 2.5, "y": 0.85825836607842 }, { "x": 2.55, "y": 0.86374061770732 }, { "x": 2.6, "y": 0.86897376400115 }, { "x": 2.65, "y": 0.87397067657923 }, { "x": 2.7, "y": 0.87874349857522 }, { "x": 2.75, "y": 0.88330368738653 }, { "x": 2.8, "y": 0.88766205511459 }, { "x": 2.85, "y": 0.89182880675927 }, { "x": 2.9, "y": 0.89581357624388 }, { "x": 2.95, "y": 0.89962546035597 }, { "x": 3, "y": 0.9032730506946 }, { "x": 3.05, "y": 0.90676446371804 }, { "x": 3.1, "y": 0.91010736898678 }, { "x": 3.15, "y": 0.9133090156966 }, { "x": 3.2, "y": 0.91637625759479 }, { "x": 3.25, "y": 0.91931557637045 }, { "x": 3.3, "y": 0.92213310360682 }, { "x": 3.35, "y": 0.92483464138019 }, { "x": 3.4, "y": 0.92742568158666 }, { "x": 3.45, "y": 0.92991142407376 }, { "x": 3.5, "y": 0.93229679365057 }, { "x": 3.55, "y": 0.93458645604584 }, { "x": 3.6, "y": 0.9367848328799 }, { "x": 3.65, "y": 0.93889611571252 }, { "x": 3.7, "y": 0.94092427922501 }, { "x": 3.75, "y": 0.94287309359168 }, { "x": 3.8, "y": 0.94474613609227 }, { "x": 3.85, "y": 0.94654680201369 }, { "x": 3.9, "y": 0.94827831488661 }, { "x": 3.94999999999999, "y": 0.94994373609942 }, { "x": 3.99999999999999, "y": 0.9515459739293 } ] }, { "id": 553, "curve_id": "E13.18", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "On-grade cylindrical steel storage tanks", "source_type": "Peer-reviewed", "source_abbrev": "O'Rourke and Sos (2000)", "source_detail": "O’Rourke, M. J. and So, P.: Seismic fragility curves for on-grade steel tanks, Earthquake Spectra, 16, 801–815, https://doi.org/10.1193/1.1586140, 2000.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": 0.254642218367143, "sigma": 0.28000000004989034, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.255, σ=0.280, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 1E-14 }, { "x": 0.2, "y": 1.393E-11 }, { "x": 0.25, "y": 2.30755E-09 }, { "x": 0.3, "y": 9.47571E-08 }, { "x": 0.35, "y": 1.59028068E-06 }, { "x": 0.4, "y": 1.445394019E-05 }, { "x": 0.45, "y": 8.453327621E-05 }, { "x": 0.5, "y": 0.00035594036422 }, { "x": 0.55, "y": 0.00116507125855 }, { "x": 0.6, "y": 0.00313027257349 }, { "x": 0.65, "y": 0.00718364120826 }, { "x": 0.7, "y": 0.01450776089943 }, { "x": 0.75, "y": 0.02638046739498 }, { "x": 0.8, "y": 0.04396888535731 }, { "x": 0.85, "y": 0.06813036209669 }, { "x": 0.9, "y": 0.09926969235072 }, { "x": 0.95, "y": 0.13727883858263 }, { "x": 1, "y": 0.18155988273153 }, { "x": 1.05, "y": 0.23111314010441 }, { "x": 1.1, "y": 0.2846634812316 }, { "x": 1.15, "y": 0.34079782365337 }, { "x": 1.2, "y": 0.39809229364173 }, { "x": 1.25, "y": 0.45521537205766 }, { "x": 1.3, "y": 0.51100092930585 }, { "x": 1.35, "y": 0.56449102925681 }, { "x": 1.4, "y": 0.6149522824407 }, { "x": 1.45, "y": 0.66187150226102 }, { "x": 1.5, "y": 0.70493690640519 }, { "x": 1.55, "y": 0.74401062106561 }, { "x": 1.6, "y": 0.77909724117391 }, { "x": 1.65, "y": 0.81031201604366 }, { "x": 1.7, "y": 0.83785108837525 }, { "x": 1.75, "y": 0.8619652370447 }, { "x": 1.8, "y": 0.88293780867416 }, { "x": 1.85, "y": 0.90106697057217 }, { "x": 1.9, "y": 0.91665205291754 }, { "x": 1.95, "y": 0.92998353453635 }, { "x": 2, "y": 0.94133612617121 }, { "x": 2.05, "y": 0.95096438337399 }, { "x": 2.1, "y": 0.95910030977851 }, { "x": 2.15, "y": 0.96595246885195 }, { "x": 2.2, "y": 0.97170619269998 }, { "x": 2.25, "y": 0.97652454962048 }, { "x": 2.3, "y": 0.98054980134856 }, { "x": 2.35, "y": 0.98390514271383 }, { "x": 2.4, "y": 0.98669656917301 }, { "x": 2.45, "y": 0.98901476114423 }, { "x": 2.5, "y": 0.99093690880814 }, { "x": 2.55, "y": 0.9925284280353 }, { "x": 2.6, "y": 0.99384453849965 }, { "x": 2.65, "y": 0.9949316900083 }, { "x": 2.7, "y": 0.99582883370048 }, { "x": 2.75, "y": 0.99656854199808 }, { "x": 2.8, "y": 0.99717798583541 }, { "x": 2.85, "y": 0.99767978042079 }, { "x": 2.9, "y": 0.99809271211987 }, { "x": 2.95, "y": 0.99843235941538 }, { "x": 3, "y": 0.99871162060890994 }, { "x": 3.05, "y": 0.99894116022542 }, { "x": 3.1, "y": 0.99912978513442 }, { "x": 3.15, "y": 0.99928476033798 }, { "x": 3.2, "y": 0.99941207328011 }, { "x": 3.25, "y": 0.99951665446216 }, { "x": 3.3, "y": 0.99960256114012 }, { "x": 3.35, "y": 0.99967312995284 }, { "x": 3.4, "y": 0.99973110349448 }, { "x": 3.45, "y": 0.99977873510242 }, { "x": 3.5, "y": 0.9998178754808 }, { "x": 3.55, "y": 0.99985004421445 }, { "x": 3.6, "y": 0.99987648874046 }, { "x": 3.65, "y": 0.999898232928 }, { "x": 3.7, "y": 0.99991611706216 }, { "x": 3.75, "y": 0.99993083072768 }, { "x": 3.8, "y": 0.99994293983552 }, { "x": 3.85, "y": 0.99995290882305 }, { "x": 3.9, "y": 0.99996111888113 }, { "x": 3.94999999999999, "y": 0.99996788291319 }, { "x": 3.99999999999999, "y": 0.9999734578085 } ] }, { "id": 554, "curve_id": "E13.19", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "On-grade cylindrical steel, H/D < 0.70", "source_type": "Peer-reviewed", "source_abbrev": "O'Rourke and Sos (2000)", "source_detail": "O’Rourke, M. J. and So, P.: Seismic fragility curves for on-grade steel tanks, Earthquake Spectra, 16, 801–815, https://doi.org/10.1193/1.1586140, 2000.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": 0.44468582126096085, "sigma": 0.35000000000269765, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.445, σ=0.350, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 1.109E-11 }, { "x": 0.2, "y": 2.19315E-09 }, { "x": 0.25, "y": 8.412828E-08 }, { "x": 0.3, "y": 1.23583267E-06 }, { "x": 0.35, "y": 9.77265358E-06 }, { "x": 0.4, "y": 5.043191328E-05 }, { "x": 0.45, "y": 0.00019117088628 }, { "x": 0.5, "y": 0.00057509751947 }, { "x": 0.55, "y": 0.00144766954123 }, { "x": 0.6, "y": 0.00316640218107 }, { "x": 0.65, "y": 0.00618622981805 }, { "x": 0.7, "y": 0.01102219407329 }, { "x": 0.75, "y": 0.01819781307571 }, { "x": 0.8, "y": 0.02819018522632 }, { "x": 0.85, "y": 0.04138185351438 }, { "x": 0.9, "y": 0.05802620290595 }, { "x": 0.95, "y": 0.07822930368703 }, { "x": 1, "y": 0.10194778843646 }, { "x": 1.05, "y": 0.12900009510912 }, { "x": 1.1, "y": 0.15908728604628 }, { "x": 1.15, "y": 0.19181945490244 }, { "x": 1.2, "y": 0.22674415521618 }, { "x": 1.25, "y": 0.26337403288298 }, { "x": 1.3, "y": 0.30121169224487 }, { "x": 1.35, "y": 0.33977062168872 }, { "x": 1.4, "y": 0.37859166809379 }, { "x": 1.45, "y": 0.41725505011578 }, { "x": 1.5, "y": 0.45538824140051 }, { "x": 1.55, "y": 0.49267025798774 }, { "x": 1.6, "y": 0.52883297851479 }, { "x": 1.65, "y": 0.56366014106939 }, { "x": 1.7, "y": 0.59698462312802 }, { "x": 1.75, "y": 0.62868454246992 }, { "x": 1.8, "y": 0.65867863355774 }, { "x": 1.85, "y": 0.68692126710442 }, { "x": 1.9, "y": 0.71339739789504 }, { "x": 1.95, "y": 0.73811765178744 }, { "x": 2, "y": 0.76111369929154 }, { "x": 2.05, "y": 0.7824340107748 }, { "x": 2.1, "y": 0.80214004670706 }, { "x": 2.15, "y": 0.82030290440888 }, { "x": 2.2, "y": 0.83700041918799 }, { "x": 2.25, "y": 0.8523147011471 }, { "x": 2.3, "y": 0.86633007798016 }, { "x": 2.35, "y": 0.87913140752687 }, { "x": 2.4, "y": 0.89080272066639 }, { "x": 2.45, "y": 0.90142615441405 }, { "x": 2.5, "y": 0.9110811361116 }, { "x": 2.55, "y": 0.91984378179775 }, { "x": 2.6, "y": 0.92778647476338 }, { "x": 2.65, "y": 0.93497759359838 }, { "x": 2.7, "y": 0.94148136247781 }, { "x": 2.75, "y": 0.94735779983924 }, { "x": 2.8, "y": 0.95266274485228 }, { "x": 2.85, "y": 0.957447944102 }, { "x": 2.9, "y": 0.96176118365739 }, { "x": 2.95, "y": 0.96564645415666 }, { "x": 3, "y": 0.96914413871202 }, { "x": 3.05, "y": 0.97229121532711 }, { "x": 3.1, "y": 0.97512146714933 }, { "x": 3.15, "y": 0.97766569526726 }, { "x": 3.2, "y": 0.97995192993568 }, { "x": 3.25, "y": 0.98200563709041 }, { "x": 3.3, "y": 0.98384991782651 }, { "x": 3.35, "y": 0.98550569917916 }, { "x": 3.4, "y": 0.98699191508649 }, { "x": 3.45, "y": 0.98832567684716 }, { "x": 3.5, "y": 0.98952243272882 }, { "x": 3.55, "y": 0.9905961166519 }, { "x": 3.6, "y": 0.99155928607861 }, { "x": 3.65, "y": 0.99242324939112 }, { "x": 3.7, "y": 0.99319818315513 }, { "x": 3.75, "y": 0.99389323974273 }, { "x": 3.8, "y": 0.99451664583967 }, { "x": 3.85, "y": 0.99507579239091 }, { "x": 3.9, "y": 0.99557731655112 }, { "x": 3.94999999999999, "y": 0.99602717620566 }, { "x": 3.99999999999999, "y": 0.99643071761759 } ] }, { "id": 555, "curve_id": "E13.2", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground concrete tank, unanchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.356674944644578, "sigma": 0.55000000253068648, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.357, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 8.0014561E-07 }, { "x": 0.1, "y": 0.00020157094179 }, { "x": 0.15, "y": 0.00254873267211 }, { "x": 0.2, "y": 0.01137071304511 }, { "x": 0.25, "y": 0.03060085972081 }, { "x": 0.3, "y": 0.06171419970363 }, { "x": 0.35, "y": 0.1037864217514 }, { "x": 0.4, "y": 0.15446179806995 }, { "x": 0.45, "y": 0.21089135346476 }, { "x": 0.5, "y": 0.2703457304739 }, { "x": 0.55, "y": 0.33052046287949 }, { "x": 0.6, "y": 0.38963366242203 }, { "x": 0.65, "y": 0.44640802428151 }, { "x": 0.7, "y": 0.5 }, { "x": 0.75, "y": 0.549913015796 }, { "x": 0.8, "y": 0.5959137701897 }, { "x": 0.85, "y": 0.6379598787832 }, { "x": 0.9, "y": 0.67614123341988 }, { "x": 0.95, "y": 0.71063452589272 }, { "x": 1, "y": 0.74166916163361 }, { "x": 1.05, "y": 0.76950245681495 }, { "x": 1.1, "y": 0.79440210973876 }, { "x": 1.15, "y": 0.81663421044703 }, { "x": 1.2, "y": 0.83645537039035 }, { "x": 1.25, "y": 0.85410785502899 }, { "x": 1.3, "y": 0.869816861742 }, { "x": 1.35, "y": 0.88378929749862 }, { "x": 1.4, "y": 0.8962135782486 }, { "x": 1.45, "y": 0.90726010117927 }, { "x": 1.5, "y": 0.91708213888581 }, { "x": 1.55, "y": 0.92581697765698 }, { "x": 1.6, "y": 0.93358717610135 }, { "x": 1.65, "y": 0.94050185980588 }, { "x": 1.7, "y": 0.94665799624969 }, { "x": 1.75, "y": 0.95214161459278 }, { "x": 1.8, "y": 0.95702894936103 }, { "x": 1.85, "y": 0.96138749706436 }, { "x": 1.9, "y": 0.96527698161869 }, { "x": 1.95, "y": 0.96875022898677 }, { "x": 2, "y": 0.97185395436432 }, { "x": 2.05, "y": 0.97462946699762 }, { "x": 2.1, "y": 0.9771132986774 }, { "x": 2.15, "y": 0.97933776236398 }, { "x": 2.2, "y": 0.98133144744188 }, { "x": 2.25, "y": 0.98311965790937 }, { "x": 2.3, "y": 0.98472479946922 }, { "x": 2.35, "y": 0.9861667210666 }, { "x": 2.4, "y": 0.98746301596138 }, { "x": 2.45, "y": 0.98862928695489 }, { "x": 2.5, "y": 0.98967937993446 }, { "x": 2.55, "y": 0.99062558946466 }, { "x": 2.6, "y": 0.99147883974922 }, { "x": 2.65, "y": 0.99224884391497 }, { "x": 2.7, "y": 0.99294424423081 }, { "x": 2.75, "y": 0.993572735569 }, { "x": 2.8, "y": 0.99414117414235 }, { "x": 2.85, "y": 0.99465567330727 }, { "x": 2.9, "y": 0.99512168800543 }, { "x": 2.95, "y": 0.99554408922583 }, { "x": 3, "y": 0.99592722969938 }, { "x": 3.05, "y": 0.99627500188951 }, { "x": 3.1, "y": 0.99659088921128 }, { "x": 3.15, "y": 0.99687801129647 }, { "x": 3.2, "y": 0.99713916402148 }, { "x": 3.25, "y": 0.99737685492628 }, { "x": 3.3, "y": 0.99759333457553 }, { "x": 3.35, "y": 0.99779062434508 }, { "x": 3.4, "y": 0.99797054105781 }, { "x": 3.45, "y": 0.99813471884094 }, { "x": 3.5, "y": 0.99828462853145 }, { "x": 3.55, "y": 0.99842159491657 }, { "x": 3.6, "y": 0.99854681206151 }, { "x": 3.65, "y": 0.99866135694615 }, { "x": 3.7, "y": 0.9987662016056 }, { "x": 3.75, "y": 0.99886222394647 }, { "x": 3.8, "y": 0.99895021738996 }, { "x": 3.85, "y": 0.99903089947488 }, { "x": 3.9, "y": 0.99910491953831 }, { "x": 3.94999999999999, "y": 0.99917286557733 }, { "x": 3.99999999999999, "y": 0.99923527038345 } ] }, { "id": 556, "curve_id": "E13.20", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "On-grade cylindrical steel, H/D > 0.70", "source_type": "Peer-reviewed", "source_abbrev": "O'Rourke and Sos (2000)", "source_detail": "O’Rourke, M. J. and So, P.: Seismic fragility curves for on-grade steel tanks, Earthquake Spectra, 16, 801–815, https://doi.org/10.1193/1.1586140, 2000.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.116533816255972, "sigma": 0.21000000000016, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.117, σ=0.210, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 5.8E-13 }, { "x": 0.25, "y": 7.4023E-10 }, { "x": 0.3, "y": 1.1196994E-07 }, { "x": 0.35, "y": 4.41035936E-06 }, { "x": 0.4, "y": 6.994398407E-05 }, { "x": 0.45, "y": 0.00058212923097 }, { "x": 0.5, "y": 0.00301838057467 }, { "x": 0.55, "y": 0.01095513210317 }, { "x": 0.6, "y": 0.03021931948256 }, { "x": 0.65, "y": 0.06727156250293 }, { "x": 0.7, "y": 0.12640947339545 }, { "x": 0.75, "y": 0.20753853163719 }, { "x": 0.8, "y": 0.30584400684972 }, { "x": 0.85, "y": 0.41333408742893 }, { "x": 0.9, "y": 0.52121618947608 }, { "x": 0.95, "y": 0.62197392454816 }, { "x": 1, "y": 0.7105263130019 }, { "x": 1.05, "y": 0.78443429654075 }, { "x": 1.1, "y": 0.8434601465067 }, { "x": 1.15, "y": 0.88885396895703 }, { "x": 1.2, "y": 0.92264943367426 }, { "x": 1.25, "y": 0.94711601797123 }, { "x": 1.3, "y": 0.96440601992112 }, { "x": 1.35, "y": 0.97637165766013 }, { "x": 1.4, "y": 0.98450385491771 }, { "x": 1.45, "y": 0.98994457196803 }, { "x": 1.5, "y": 0.99353532087684 }, { "x": 1.55, "y": 0.99587728610865 }, { "x": 1.6, "y": 0.99738920157681 }, { "x": 1.65, "y": 0.99835664485153 }, { "x": 1.7, "y": 0.99897097262747 }, { "x": 1.75, "y": 0.99935851025214 }, { "x": 1.8, "y": 0.99960160438647 }, { "x": 1.85, "y": 0.99975335918649 }, { "x": 1.9, "y": 0.99984770813063 }, { "x": 1.95, "y": 0.99990616582674 }, { "x": 2, "y": 0.99994228255194 }, { "x": 2.05, "y": 0.99996454441264 }, { "x": 2.1, "y": 0.99997824064573 }, { "x": 2.15, "y": 0.99998665471646 }, { "x": 2.2, "y": 0.99999181812356 }, { "x": 2.25, "y": 0.9999949842981 }, { "x": 2.3, "y": 0.99999692487031 }, { "x": 2.35, "y": 0.99999811401907 }, { "x": 2.4, "y": 0.99999884273311 }, { "x": 2.45, "y": 0.99999928940151 }, { "x": 2.5, "y": 0.99999956330882 }, { "x": 2.55, "y": 0.99999973137759 }, { "x": 2.6, "y": 0.999999834583 }, { "x": 2.65, "y": 0.99999989801528 }, { "x": 2.7, "y": 0.99999993704223 }, { "x": 2.75, "y": 0.99999996108109 }, { "x": 2.8, "y": 0.99999997590633 }, { "x": 2.85, "y": 0.99999998506152 }, { "x": 2.9, "y": 0.99999999072321 }, { "x": 2.95, "y": 0.99999999422966 }, { "x": 3, "y": 0.99999999640467 }, { "x": 3.05, "y": 0.99999999775597 }, { "x": 3.1, "y": 0.99999999859691 }, { "x": 3.15, "y": 0.99999999912112 }, { "x": 3.2, "y": 0.99999999944847 }, { "x": 3.25, "y": 0.99999999965325 }, { "x": 3.3, "y": 0.99999999978159 }, { "x": 3.35, "y": 0.99999999986216 }, { "x": 3.4, "y": 0.99999999991285 }, { "x": 3.45, "y": 0.99999999994479 }, { "x": 3.5, "y": 0.99999999996495 }, { "x": 3.55, "y": 0.99999999997771 }, { "x": 3.6, "y": 0.9999999999858 }, { "x": 3.65, "y": 0.99999999999093 }, { "x": 3.7, "y": 0.9999999999942 }, { "x": 3.75, "y": 0.99999999999628 }, { "x": 3.8, "y": 0.99999999999761 }, { "x": 3.85, "y": 0.99999999999846 }, { "x": 3.9, "y": 0.99999999999901 }, { "x": 3.94999999999999, "y": 0.99999999999936 }, { "x": 3.99999999999999, "y": 0.99999999999959 } ] }, { "id": 557, "curve_id": "E13.22", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "On-grade cylindrical steel, % full > 50%", "source_type": "Peer-reviewed", "source_abbrev": "O'Rourke and Sos (2000)", "source_detail": "O’Rourke, M. J. and So, P.: Seismic fragility curves for on-grade steel tanks, Earthquake Spectra, 16, 801–815, https://doi.org/10.1193/1.1586140, 2000.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.0100503358550543, "sigma": 0.27000000002810592, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.010, σ=0.270, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 1.38E-12 }, { "x": 0.2, "y": 1.57429E-09 }, { "x": 0.25, "y": 1.7235696E-07 }, { "x": 0.3, "y": 4.89104282E-06 }, { "x": 0.35, "y": 5.881665824E-05 }, { "x": 0.4, "y": 0.00039475581154 }, { "x": 0.45, "y": 0.00174896420658 }, { "x": 0.5, "y": 0.0057033162897 }, { "x": 0.55, "y": 0.01474074453721 }, { "x": 0.6, "y": 0.03181787568239 }, { "x": 0.65, "y": 0.05958476900689 }, { "x": 0.7, "y": 0.09960687393508 }, { "x": 0.75, "y": 0.15191243254808 }, { "x": 0.8, "y": 0.21498758835404 }, { "x": 0.85, "y": 0.28613942904569 }, { "x": 0.9, "y": 0.36204397064274 }, { "x": 0.95, "y": 0.43929704489446 }, { "x": 1, "y": 0.51484658584286 }, { "x": 1.05, "y": 0.58625730817312 }, { "x": 1.1, "y": 0.6518145907433 }, { "x": 1.15, "y": 0.71050488732507 }, { "x": 1.2, "y": 0.76191883220626 }, { "x": 1.25, "y": 0.80611844053149 }, { "x": 1.3, "y": 0.84349900571358 }, { "x": 1.35, "y": 0.87466467545164 }, { "x": 1.4, "y": 0.90032697806694 }, { "x": 1.45, "y": 0.9212286917879 }, { "x": 1.5, "y": 0.93809127091066 }, { "x": 1.55, "y": 0.95158197735428 }, { "x": 1.6, "y": 0.96229623702822 }, { "x": 1.65, "y": 0.97075096228738 }, { "x": 1.7, "y": 0.97738522212023 }, { "x": 1.75, "y": 0.982565417788 }, { "x": 1.8, "y": 0.98659287015383 }, { "x": 1.85, "y": 0.98971236670793 }, { "x": 1.9, "y": 0.99212072518389 }, { "x": 1.95, "y": 0.99397481040645 }, { "x": 2, "y": 0.9953987095665 }, { "x": 2.05, "y": 0.99648995107912 }, { "x": 2.1, "y": 0.99732476553955 }, { "x": 2.15, "y": 0.99796245298995 }, { "x": 2.2, "y": 0.9984489538633 }, { "x": 2.25, "y": 0.99881973298869 }, { "x": 2.3, "y": 0.99910208514562 }, { "x": 2.35, "y": 0.9993169625273 }, { "x": 2.4, "y": 0.99948041287663 }, { "x": 2.45, "y": 0.99960470436529 }, { "x": 2.5, "y": 0.99969920090322 }, { "x": 2.55, "y": 0.9997710402458 }, { "x": 2.6, "y": 0.99982565734977 }, { "x": 2.65, "y": 0.99986718699558 }, { "x": 2.7, "y": 0.99989877268 }, { "x": 2.75, "y": 0.99992280304774 }, { "x": 2.8, "y": 0.99994109250413 }, { "x": 2.85, "y": 0.99995501895925 }, { "x": 2.9, "y": 0.99996562873411 }, { "x": 2.95, "y": 0.99997371636703 }, { "x": 3, "y": 0.99997988527054 }, { "x": 3.05, "y": 0.99998459380043 }, { "x": 3.1, "y": 0.99998819022645 }, { "x": 3.15, "y": 0.99999093926791 }, { "x": 3.2, "y": 0.99999304222371 }, { "x": 3.25, "y": 0.99999465224123 }, { "x": 3.3, "y": 0.99999588589771 }, { "x": 3.35, "y": 0.99999683198556 }, { "x": 3.4, "y": 0.99999755817771 }, { "x": 3.45, "y": 0.99999811608595 }, { "x": 3.5, "y": 0.99999854510099 }, { "x": 3.55, "y": 0.99999887530873 }, { "x": 3.6, "y": 0.99999912970617 }, { "x": 3.65, "y": 0.99999932588585 }, { "x": 3.7, "y": 0.99999947731706 }, { "x": 3.75, "y": 0.99999959432107 }, { "x": 3.8, "y": 0.99999968481368 }, { "x": 3.85, "y": 0.99999975487131 }, { "x": 3.9, "y": 0.99999980916255 }, { "x": 3.94999999999999, "y": 0.99999985127766 }, { "x": 3.99999999999999, "y": 0.9999998839802 } ] }, { "id": 558, "curve_id": "E13.23", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Unanchored on-grade steel tanks with fill level above 50% and no attributes. With Northridge", "source_type": "Peer-reviewed", "source_abbrev": "Berahman & Behnamfar (2007)", "source_detail": "Berahman, F. and Behnamfar, F.: Seismic fragility curves for un-anchored on-grade steel storage tanks: Bayesian approach, Journal of Earthquake Engineering, 11, 166–192, https://doi.org/10.1080/13632460601125722, 2007.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "datapoints_given", "mu": 0.54906545983386645, "sigma": 0.88227987150134646, "method": "Curve fitting", "mu_sigma_quality": 0.999532213596876, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.549, σ=0.882, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Discontinuous", "uncertainty": "Yes", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0.005 }, { "x": 0.2, "y": 0.01 }, { "x": 0.25, "y": 0.02 }, { "x": 0.3, "y": 0.03 }, { "x": 0.35, "y": 0.04 }, { "x": 0.4, "y": 0.05 }, { "x": 0.45, "y": 0.065 }, { "x": 0.5, "y": 0.08 }, { "x": 0.55, "y": 0.095 }, { "x": 0.6, "y": 0.11 }, { "x": 0.65, "y": 0.13 }, { "x": 0.7, "y": 0.15 }, { "x": 0.75, "y": 0.17 }, { "x": 0.8, "y": 0.19 }, { "x": 0.85, "y": 0.21 }, { "x": 0.9, "y": 0.23 }, { "x": 0.95, "y": 0.25 }, { "x": 1, "y": 0.27 }, { "x": 1.05, "y": 0.285 }, { "x": 1.1, "y": 0.3 }, { "x": 1.15, "y": 0.32 }, { "x": 1.2, "y": 0.34 }, { "x": 1.25, "y": 0.355 }, { "x": 1.3, "y": 0.37 }, { "x": 1.35, "y": 0.39 }, { "x": 1.4, "y": 0.41 } ] }, { "id": 559, "curve_id": "E13.24", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Unanchored on-grade steel tanks with fill level above 50% and no attributes. Without Northridge", "source_type": "Peer-reviewed", "source_abbrev": "Berahman & Behnamfar (2007)", "source_detail": "Berahman, F. and Behnamfar, F.: Seismic fragility curves for un-anchored on-grade steel storage tanks: Bayesian approach, Journal of Earthquake Engineering, 11, 166–192, https://doi.org/10.1080/13632460601125722, 2007.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "datapoints_given", "mu": 0.8321095913998966, "sigma": 1.35917710974461, "method": "Curve fitting", "mu_sigma_quality": 0.99952739580362626, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.832, σ=1.359, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Discontinuous", "uncertainty": "Yes", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0.01 }, { "x": 0.15, "y": 0.025 }, { "x": 0.2, "y": 0.04 }, { "x": 0.25, "y": 0.055 }, { "x": 0.3, "y": 0.07 }, { "x": 0.35, "y": 0.085 }, { "x": 0.4, "y": 0.1 }, { "x": 0.45, "y": 0.115 }, { "x": 0.5, "y": 0.13 }, { "x": 0.55, "y": 0.145 }, { "x": 0.6, "y": 0.16 }, { "x": 0.65, "y": 0.175 }, { "x": 0.7, "y": 0.19 }, { "x": 0.75, "y": 0.205 }, { "x": 0.8, "y": 0.22 }, { "x": 0.85, "y": 0.23 }, { "x": 0.9, "y": 0.24 }, { "x": 0.95, "y": 0.255 }, { "x": 1, "y": 0.27 }, { "x": 1.05, "y": 0.28 }, { "x": 1.1, "y": 0.29 }, { "x": 1.15, "y": 0.305 }, { "x": 1.2, "y": 0.32 }, { "x": 1.25, "y": 0.33 }, { "x": 1.3, "y": 0.34 }, { "x": 1.35, "y": 0.35 }, { "x": 1.4, "y": 0.36 } ] }, { "id": 560, "curve_id": "E13.25", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": 0.28099999999999908, "sigma": 1.0500000000000012, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.281, σ=1.050, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00090211662931 }, { "x": 0.1, "y": 0.0069360722528 }, { "x": 0.15, "y": 0.01902108933169 }, { "x": 0.2, "y": 0.03589740455955 }, { "x": 0.25, "y": 0.05615454555928 }, { "x": 0.3, "y": 0.07864281578748 }, { "x": 0.35, "y": 0.10249727947187 }, { "x": 0.4, "y": 0.12708548184258 }, { "x": 0.45, "y": 0.15195079144096 }, { "x": 0.5, "y": 0.17676624107604 }, { "x": 0.55, "y": 0.20129976350059 }, { "x": 0.6, "y": 0.2253886921148 }, { "x": 0.65, "y": 0.24892119871307 }, { "x": 0.7, "y": 0.27182277728398 }, { "x": 0.75, "y": 0.294046365918 }, { "x": 0.8, "y": 0.31556509129054 }, { "x": 0.85, "y": 0.33636691096679 }, { "x": 0.9, "y": 0.35645063689208 }, { "x": 0.95, "y": 0.37582297053308 }, { "x": 1, "y": 0.39449628386328 }, { "x": 1.05, "y": 0.41248695372366 }, { "x": 1.1, "y": 0.42981410921211 }, { "x": 1.15, "y": 0.44649868904138 }, { "x": 1.2, "y": 0.46256273266791 }, { "x": 1.25, "y": 0.47802884848712 }, { "x": 1.3, "y": 0.49291981663846 }, { "x": 1.35, "y": 0.50725829444998 }, { "x": 1.4, "y": 0.52106660032188 }, { "x": 1.45, "y": 0.53436655764227 }, { "x": 1.5, "y": 0.54717938467442 }, { "x": 1.55, "y": 0.55952561963336 }, { "x": 1.6, "y": 0.57142507265592 }, { "x": 1.65, "y": 0.58289679826334 }, { "x": 1.7, "y": 0.59395908336559 }, { "x": 1.75, "y": 0.60462944697195 }, { "x": 1.8, "y": 0.61492464863243 }, { "x": 1.85, "y": 0.62486070330081 }, { "x": 1.9, "y": 0.63445290082765 }, { "x": 1.95, "y": 0.64371582869395 }, { "x": 2, "y": 0.65266339691126 }, { "x": 2.05, "y": 0.66130886425923 }, { "x": 2.1, "y": 0.66966486522486 }, { "x": 2.15, "y": 0.67774343715794 }, { "x": 2.2, "y": 0.68555604727625 }, { "x": 2.25, "y": 0.6931136192465 }, { "x": 2.3, "y": 0.70042655914004 }, { "x": 2.35, "y": 0.70750478061924 }, { "x": 2.4, "y": 0.71435772925495 }, { "x": 2.45, "y": 0.72099440591029 }, { "x": 2.5, "y": 0.7274233891526 }, { "x": 2.55, "y": 0.73365285667632 }, { "x": 2.6, "y": 0.73969060573537 }, { "x": 2.65, "y": 0.74554407259538 }, { "x": 2.7, "y": 0.75122035102534 }, { "x": 2.75, "y": 0.75672620985451 }, { "x": 2.8, "y": 0.76206810962525 }, { "x": 2.85, "y": 0.76725221837537 }, { "x": 2.9, "y": 0.77228442658582 }, { "x": 2.95, "y": 0.77717036133031 }, { "x": 3, "y": 0.78191539966424 }, { "x": 3.05, "y": 0.78652468128973 }, { "x": 3.1, "y": 0.79100312053323 }, { "x": 3.15, "y": 0.79535541767142 }, { "x": 3.2, "y": 0.79958606963972 }, { "x": 3.25, "y": 0.80369938015683 }, { "x": 3.3, "y": 0.80769946929718 }, { "x": 3.35, "y": 0.81159028254196 }, { "x": 3.4, "y": 0.81537559933775 }, { "x": 3.45, "y": 0.81905904119064 }, { "x": 3.5, "y": 0.82264407932205 }, { "x": 3.55, "y": 0.82613404191131 }, { "x": 3.6, "y": 0.82953212094847 }, { "x": 3.65, "y": 0.83284137871988 }, { "x": 3.7, "y": 0.83606475394725 }, { "x": 3.75, "y": 0.83920506760045 }, { "x": 3.8, "y": 0.84226502840247 }, { "x": 3.85, "y": 0.8452472380443 }, { "x": 3.9, "y": 0.84815419612633 }, { "x": 3.94999999999999, "y": 0.8509883048418 }, { "x": 3.99999999999999, "y": 0.85375187341719 } ] }, { "id": 561, "curve_id": "E13.26", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "Above-ground steel, H/D = 0.2", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": 0.38200000000000045, "sigma": 1.0240000000000011, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.382, σ=1.024, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00048589899381 }, { "x": 0.1, "y": 0.00437506805217 }, { "x": 0.15, "y": 0.01301703714993 }, { "x": 0.2, "y": 0.0259017192892 }, { "x": 0.25, "y": 0.04209730645393 }, { "x": 0.3, "y": 0.06071471441068 }, { "x": 0.35, "y": 0.08101693310307 }, { "x": 0.4, "y": 0.10242361057505 }, { "x": 0.45, "y": 0.12448812442071 }, { "x": 0.5, "y": 0.14687091435907 }, { "x": 0.55, "y": 0.16931591477877 }, { "x": 0.6, "y": 0.19163146051884 }, { "x": 0.65, "y": 0.21367535017354 }, { "x": 0.7, "y": 0.23534333314389 }, { "x": 0.75, "y": 0.25656028417147 }, { "x": 0.8, "y": 0.27727344396202 }, { "x": 0.85, "y": 0.29744723469932 }, { "x": 0.9, "y": 0.31705927320828 }, { "x": 0.95, "y": 0.33609729572227 }, { "x": 1, "y": 0.35455677838192 }, { "x": 1.05, "y": 0.37243909061648 }, { "x": 1.1, "y": 0.38975005831393 }, { "x": 1.15, "y": 0.40649884342392 }, { "x": 1.2, "y": 0.42269706890289 }, { "x": 1.25, "y": 0.43835813462555 }, { "x": 1.3, "y": 0.4534966824816 }, { "x": 1.35, "y": 0.46812817840856 }, { "x": 1.4, "y": 0.48226858635811 }, { "x": 1.45, "y": 0.49593411472955 }, { "x": 1.5, "y": 0.50914102005269 }, { "x": 1.55, "y": 0.52190545597883 }, { "x": 1.6, "y": 0.53424335817603 }, { "x": 1.65, "y": 0.54617035769931 }, { "x": 1.7, "y": 0.55770171694836 }, { "x": 1.75, "y": 0.56885228353485 }, { "x": 1.8, "y": 0.57963645833363 }, { "x": 1.85, "y": 0.59006817474407 }, { "x": 1.9, "y": 0.60016088678408 }, { "x": 1.95, "y": 0.60992756411298 }, { "x": 2, "y": 0.61938069245765 }, { "x": 2.05, "y": 0.62853227821812 }, { "x": 2.1, "y": 0.6373938562709 }, { "x": 2.15, "y": 0.64597650018282 }, { "x": 2.2, "y": 0.65429083420436 }, { "x": 2.25, "y": 0.66234704653767 }, { "x": 2.3, "y": 0.67015490347611 }, { "x": 2.35, "y": 0.67772376409437 }, { "x": 2.4, "y": 0.68506259523472 }, { "x": 2.45, "y": 0.69217998658873 }, { "x": 2.5, "y": 0.69908416571741 }, { "x": 2.55, "y": 0.70578301288787 }, { "x": 2.6, "y": 0.71228407563311 }, { "x": 2.65, "y": 0.71859458296472 }, { "x": 2.7, "y": 0.72472145918679 }, { "x": 2.75, "y": 0.73067133727407 }, { "x": 2.8, "y": 0.73645057178996 }, { "x": 2.85, "y": 0.74206525132897 }, { "x": 2.9, "y": 0.74752121047622 }, { "x": 2.95, "y": 0.75282404128266 }, { "x": 3, "y": 0.7579791042592 }, { "x": 3.05, "y": 0.76299153889691 }, { "x": 3.1, "y": 0.76786627372293 }, { "x": 3.15, "y": 0.7726080359043 }, { "x": 3.2, "y": 0.77722136041295 }, { "x": 3.25, "y": 0.78171059876664 }, { "x": 3.3, "y": 0.78607992736114 }, { "x": 3.35, "y": 0.79033335540932 }, { "x": 3.4, "y": 0.79447473250315 }, { "x": 3.45, "y": 0.79850775581451 }, { "x": 3.5, "y": 0.80243597695066 }, { "x": 3.55, "y": 0.80626280847974 }, { "x": 3.6, "y": 0.80999153014165 }, { "x": 3.65, "y": 0.81362529475896 }, { "x": 3.7, "y": 0.81716713386211 }, { "x": 3.75, "y": 0.82061996304273 }, { "x": 3.8, "y": 0.82398658704844 }, { "x": 3.85, "y": 0.82726970463167 }, { "x": 3.9, "y": 0.83047191316487 }, { "x": 3.94999999999999, "y": 0.83359571303369 }, { "x": 3.99999999999999, "y": 0.83664351181935 } ] }, { "id": 562, "curve_id": "E13.27", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "Above-ground steel, H/D = 0.6", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": 0.24999999999999997, "sigma": 1.0239999999999998, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.250, σ=1.024, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00076308591989 }, { "x": 0.1, "y": 0.00633774453948 }, { "x": 0.15, "y": 0.01800578083008 }, { "x": 0.2, "y": 0.03469612964207 }, { "x": 0.25, "y": 0.05502775233514 }, { "x": 0.3, "y": 0.07781907978907 }, { "x": 0.35, "y": 0.10215678573701 }, { "x": 0.4, "y": 0.12736079652465 }, { "x": 0.45, "y": 0.15293339085443 }, { "x": 0.5, "y": 0.17851420580724 }, { "x": 0.55, "y": 0.20384492831801 }, { "x": 0.6, "y": 0.22874272516392 }, { "x": 0.65, "y": 0.25308055431889 }, { "x": 0.7, "y": 0.27677263817976 }, { "x": 0.75, "y": 0.29976373764595 }, { "x": 0.8, "y": 0.3220212088528 }, { "x": 0.85, "y": 0.34352909772683 }, { "x": 0.9, "y": 0.3642837317661 }, { "x": 0.95, "y": 0.38429041700239 }, { "x": 1, "y": 0.40356095504581 }, { "x": 1.05, "y": 0.42211177192685 }, { "x": 1.1, "y": 0.43996250572899 }, { "x": 1.15, "y": 0.4571349399519 }, { "x": 1.2, "y": 0.4736521985665 }, { "x": 1.25, "y": 0.48953813993326 }, { "x": 1.3, "y": 0.50481690235124 }, { "x": 1.35, "y": 0.51951256554449 }, { "x": 1.4, "y": 0.53364890098123 }, { "x": 1.45, "y": 0.54724919035147 }, { "x": 1.5, "y": 0.56033609636892 }, { "x": 1.55, "y": 0.57293157372677 }, { "x": 1.6, "y": 0.58505681082244 }, { "x": 1.65, "y": 0.59673219499497 }, { "x": 1.7, "y": 0.60797729565206 }, { "x": 1.75, "y": 0.61881086092174 }, { "x": 1.8, "y": 0.62925082443643 }, { "x": 1.85, "y": 0.63931431961165 }, { "x": 1.9, "y": 0.64901769936862 }, { "x": 1.95, "y": 0.65837655970781 }, { "x": 2, "y": 0.66740576589851 }, { "x": 2.05, "y": 0.67611948032955 }, { "x": 2.1, "y": 0.68453119128647 }, { "x": 2.15, "y": 0.69265374209274 }, { "x": 2.2, "y": 0.70049936018838 }, { "x": 2.25, "y": 0.70807968582575 }, { "x": 2.3, "y": 0.71540580014601 }, { "x": 2.35, "y": 0.72248825246517 }, { "x": 2.4, "y": 0.72933708665013 }, { "x": 2.45, "y": 0.73596186650491 }, { "x": 2.5, "y": 0.74237170011884 }, { "x": 2.55, "y": 0.74857526315187 }, { "x": 2.6, "y": 0.7545808210513 }, { "x": 2.65, "y": 0.76039625020764 }, { "x": 2.7, "y": 0.76602905806835 }, { "x": 2.75, "y": 0.77148640223546 }, { "x": 2.8, "y": 0.77677510857889 }, { "x": 2.85, "y": 0.78190168840118 }, { "x": 2.9, "y": 0.7868723546915 }, { "x": 2.95, "y": 0.79169303750852 }, { "x": 3, "y": 0.79636939853224 }, { "x": 3.05, "y": 0.80090684482479 }, { "x": 3.1, "y": 0.80531054183994 }, { "x": 3.15, "y": 0.80958542571984 }, { "x": 3.2, "y": 0.81373621491687 }, { "x": 3.25, "y": 0.81776742117688 }, { "x": 3.3, "y": 0.82168335991875 }, { "x": 3.35, "y": 0.82548816004381 }, { "x": 3.4, "y": 0.82918577320703 }, { "x": 3.45, "y": 0.83277998258048 }, { "x": 3.5, "y": 0.83627441113783 }, { "x": 3.55, "y": 0.83967252948735 }, { "x": 3.6, "y": 0.8429776632793 }, { "x": 3.65, "y": 0.84619300021227 }, { "x": 3.7, "y": 0.84932159666141 }, { "x": 3.75, "y": 0.85236638395062 }, { "x": 3.8, "y": 0.85533017428899 }, { "x": 3.85, "y": 0.85821566639109 }, { "x": 3.9, "y": 0.86102545079911 }, { "x": 3.94999999999999, "y": 0.86376201492414 }, { "x": 3.99999999999999, "y": 0.86642774782274 } ] }, { "id": 563, "curve_id": "E13.28", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "Above-ground steel, % full is 0.2", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": 1.2409999999999994, "sigma": 1.4569999999999987, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00181963492559 }, { "x": 0.1, "y": 0.00750556213278 }, { "x": 0.15, "y": 0.01562703103407 }, { "x": 0.2, "y": 0.02521051616797 }, { "x": 0.25, "y": 0.03567668336451 }, { "x": 0.3, "y": 0.04666505506508 }, { "x": 0.35, "y": 0.05794200602368 }, { "x": 0.4, "y": 0.06935142512243 }, { "x": 0.45, "y": 0.08078670182198 }, { "x": 0.5, "y": 0.09217397510695 }, { "x": 0.55, "y": 0.10346167476459 }, { "x": 0.6, "y": 0.11461375379548 }, { "x": 0.65, "y": 0.12560517709671 }, { "x": 0.7, "y": 0.13641883817775 }, { "x": 0.75, "y": 0.1470434068749 }, { "x": 0.8, "y": 0.15747179965342 }, { "x": 0.85, "y": 0.16770007551301 }, { "x": 0.9, "y": 0.17772662846782 }, { "x": 0.95, "y": 0.18755159019306 }, { "x": 1, "y": 0.19717638382817 }, { "x": 1.05, "y": 0.20660338793059 }, { "x": 1.1, "y": 0.21583568163784 }, { "x": 1.15, "y": 0.22487685032386 }, { "x": 1.2, "y": 0.2337308367359 }, { "x": 1.25, "y": 0.24240182660639 }, { "x": 1.3, "y": 0.25089416058772 }, { "x": 1.35, "y": 0.25921226641539 }, { "x": 1.4, "y": 0.26736060670378 }, { "x": 1.45, "y": 0.27534363888218 }, { "x": 1.5, "y": 0.28316578459808 }, { "x": 1.55, "y": 0.29083140652919 }, { "x": 1.6, "y": 0.29834479100873 }, { "x": 1.65, "y": 0.30571013522175 }, { "x": 1.7, "y": 0.31293153799988 }, { "x": 1.75, "y": 0.32001299345024 }, { "x": 1.8, "y": 0.32695838681534 }, { "x": 1.85, "y": 0.33377149208639 }, { "x": 1.9, "y": 0.34045597099107 }, { "x": 1.95, "y": 0.34701537305373 }, { "x": 2, "y": 0.35345313648749 }, { "x": 2.05, "y": 0.35977258972589 }, { "x": 2.1, "y": 0.36597695344037 }, { "x": 2.15, "y": 0.37206934292058 }, { "x": 2.2, "y": 0.37805277071923 }, { "x": 2.25, "y": 0.38393014948278 }, { "x": 2.3, "y": 0.38970429490531 }, { "x": 2.35, "y": 0.39537792875564 }, { "x": 2.4, "y": 0.40095368193807 }, { "x": 2.45, "y": 0.40643409755563 }, { "x": 2.5, "y": 0.41182163395118 }, { "x": 2.55, "y": 0.41711866770746 }, { "x": 2.6, "y": 0.42232749659154 }, { "x": 2.65, "y": 0.42745034243249 }, { "x": 2.7, "y": 0.43248935392432 }, { "x": 2.75, "y": 0.43744660934825 }, { "x": 2.8, "y": 0.44232411921058 }, { "x": 2.85, "y": 0.44712382879359 }, { "x": 2.9, "y": 0.45184762061831 }, { "x": 2.95, "y": 0.45649731681912 }, { "x": 3, "y": 0.46107468143035 }, { "x": 3.05, "y": 0.46558142258638 }, { "x": 3.1, "y": 0.47001919463655 }, { "x": 3.15, "y": 0.47438960017697 }, { "x": 3.2, "y": 0.47869419200126 }, { "x": 3.25, "y": 0.48293447497286 }, { "x": 3.3, "y": 0.48711190782109 }, { "x": 3.35, "y": 0.49122790486385 }, { "x": 3.4, "y": 0.49528383765941 }, { "x": 3.45, "y": 0.49928103659 }, { "x": 3.5, "y": 0.50322079237984 }, { "x": 3.55, "y": 0.5071043575502 }, { "x": 3.6, "y": 0.51093294781405 }, { "x": 3.65, "y": 0.51470774341283 }, { "x": 3.7, "y": 0.51842989039773 }, { "x": 3.75, "y": 0.52210050185789 }, { "x": 3.8, "y": 0.52572065909773 }, { "x": 3.85, "y": 0.52929141276579 }, { "x": 3.9, "y": 0.53281378393694 }, { "x": 3.94999999999999, "y": 0.53628876515029 }, { "x": 3.99999999999999, "y": 0.53971732140455 } ] }, { "id": 564, "curve_id": "E13.29", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "Above-ground steel, % full is 0.5", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": 0.54899999999999982, "sigma": 1.4569999999999992, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0074892614639 }, { "x": 0.1, "y": 0.02516421008536 }, { "x": 0.15, "y": 0.04658826342635 }, { "x": 0.2, "y": 0.06924652424369 }, { "x": 0.25, "y": 0.092043899979 }, { "x": 0.3, "y": 0.11446136320261 }, { "x": 0.35, "y": 0.13624673390133 }, { "x": 0.4, "y": 0.15728229116068 }, { "x": 0.45, "y": 0.17752174652503 }, { "x": 0.5, "y": 0.19695790920089 }, { "x": 0.55, "y": 0.21560517639793 }, { "x": 0.6, "y": 0.23348967364072 }, { "x": 0.65, "y": 0.2506435491035 }, { "x": 0.7, "y": 0.26710161547256 }, { "x": 0.75, "y": 0.28289936061062 }, { "x": 0.8, "y": 0.29807177589102 }, { "x": 0.85, "y": 0.31265268183536 }, { "x": 0.9, "y": 0.32667435988945 }, { "x": 0.95, "y": 0.34016737379383 }, { "x": 1, "y": 0.35316050825795 }, { "x": 1.05, "y": 0.36568077948976 }, { "x": 1.1, "y": 0.37775348872927 }, { "x": 1.15, "y": 0.3894023003642 }, { "x": 1.2, "y": 0.40064933284857 }, { "x": 1.25, "y": 0.41151525492227 }, { "x": 1.3, "y": 0.42201938240604 }, { "x": 1.35, "y": 0.43217977265964 }, { "x": 1.4, "y": 0.44201331497691 }, { "x": 1.45, "y": 0.45153581596824 }, { "x": 1.5, "y": 0.46076207948541 }, { "x": 1.55, "y": 0.46970598096892 }, { "x": 1.6, "y": 0.47838053630311 }, { "x": 1.65, "y": 0.48679796538933 }, { "x": 1.7, "y": 0.49496975071924 }, { "x": 1.75, "y": 0.50290669126727 }, { "x": 1.8, "y": 0.51061895203483 }, { "x": 1.85, "y": 0.51811610957741 }, { "x": 1.9, "y": 0.52540719383581 }, { "x": 1.95, "y": 0.53250072657625 }, { "x": 2, "y": 0.53940475672548 }, { "x": 2.05, "y": 0.54612689286666 }, { "x": 2.1, "y": 0.55267433314116 }, { "x": 2.15, "y": 0.55905389278145 }, { "x": 2.2, "y": 0.56527202948123 }, { "x": 2.25, "y": 0.57133486679062 }, { "x": 2.3, "y": 0.57724821570773 }, { "x": 2.35, "y": 0.58301759462232 }, { "x": 2.4, "y": 0.58864824775309 }, { "x": 2.45, "y": 0.5941451622072 }, { "x": 2.5, "y": 0.5995130837787 }, { "x": 2.55, "y": 0.60475653159202 }, { "x": 2.6, "y": 0.60987981168676 }, { "x": 2.65, "y": 0.61488702963133 }, { "x": 2.7, "y": 0.61978210224497 }, { "x": 2.75, "y": 0.62456876850054 }, { "x": 2.8, "y": 0.62925059967386 }, { "x": 2.85, "y": 0.63383100879967 }, { "x": 2.9, "y": 0.63831325948875 }, { "x": 2.95, "y": 0.64270047415603 }, { "x": 3, "y": 0.64699564170529 }, { "x": 3.05, "y": 0.65120162471181 }, { "x": 3.1, "y": 0.65532116614114 }, { "x": 3.15, "y": 0.65935689563858 }, { "x": 3.2, "y": 0.66331133542122 }, { "x": 3.25, "y": 0.66718690580171 }, { "x": 3.3, "y": 0.67098593037058 }, { "x": 3.35, "y": 0.67471064086145 }, { "x": 3.4, "y": 0.67836318172184 }, { "x": 3.45, "y": 0.68194561441032 }, { "x": 3.5, "y": 0.68545992143894 }, { "x": 3.55, "y": 0.68890801017865 }, { "x": 3.6, "y": 0.69229171644387 }, { "x": 3.65, "y": 0.69561280787105 }, { "x": 3.7, "y": 0.69887298710517 }, { "x": 3.75, "y": 0.70207389480682 }, { "x": 3.8, "y": 0.70521711249162 }, { "x": 3.85, "y": 0.70830416521299 }, { "x": 3.9, "y": 0.71133652409823 }, { "x": 3.94999999999999, "y": 0.71431560874742 }, { "x": 3.99999999999999, "y": 0.71724278950356 } ] }, { "id": 565, "curve_id": "E13.3", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground steel tank, anchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": 0.22314355131420718, "sigma": 0.65000000000003177, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.223, σ=0.650, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.6705287E-07 }, { "x": 0.1, "y": 5.101008523E-05 }, { "x": 0.15, "y": 0.00055325519205 }, { "x": 0.2, "y": 0.00240600508702 }, { "x": 0.25, "y": 0.00664209371136 }, { "x": 0.3, "y": 0.01406159613814 }, { "x": 0.35, "y": 0.0250910354839 }, { "x": 0.4, "y": 0.03980307881206 }, { "x": 0.45, "y": 0.05800181727667 }, { "x": 0.5, "y": 0.07931738460142 }, { "x": 0.55, "y": 0.10328614411418 }, { "x": 0.6, "y": 0.12941024877424 }, { "x": 0.65, "y": 0.1571979915211 }, { "x": 0.7, "y": 0.18618884057618 }, { "x": 0.75, "y": 0.21596726308394 }, { "x": 0.8, "y": 0.24616881910584 }, { "x": 0.85, "y": 0.27648120197138 }, { "x": 0.9, "y": 0.3066421642851 }, { "x": 0.95, "y": 0.33643567743438 }, { "x": 1, "y": 0.36568722866681 }, { "x": 1.05, "y": 0.39425884061 }, { "x": 1.1, "y": 0.42204417539853 }, { "x": 1.15, "y": 0.44896393405872 }, { "x": 1.2, "y": 0.47496166119556 }, { "x": 1.25, "y": 0.5 }, { "x": 1.3, "y": 0.52405740197865 }, { "x": 1.35, "y": 0.54712527165192 }, { "x": 1.4, "y": 0.56920551321196 }, { "x": 1.45, "y": 0.59030843994534 }, { "x": 1.5, "y": 0.61045100549688 }, { "x": 1.55, "y": 0.62965531702582 }, { "x": 1.6, "y": 0.64794739282072 }, { "x": 1.65, "y": 0.66535613023632 }, { "x": 1.7, "y": 0.68191245341264 }, { "x": 1.75, "y": 0.69764861383486 }, { "x": 1.8, "y": 0.71259762021886 }, { "x": 1.85, "y": 0.72679277736559 }, { "x": 1.9, "y": 0.74026731647782 }, { "x": 1.95, "y": 0.75305410196263 }, { "x": 2, "y": 0.76518540196437 }, { "x": 2.05, "y": 0.77669271180418 }, { "x": 2.1, "y": 0.78760662117077 }, { "x": 2.15, "y": 0.79795671734019 }, { "x": 2.2, "y": 0.80777151792811 }, { "x": 2.25, "y": 0.81707842772224 }, { "x": 2.3, "y": 0.82590371502936 }, { "x": 2.35, "y": 0.83427250372336 }, { "x": 2.4, "y": 0.84220877781567 }, { "x": 2.45, "y": 0.84973539590588 }, { "x": 2.5, "y": 0.85687411332172 }, { "x": 2.55, "y": 0.86364561013756 }, { "x": 2.6, "y": 0.87006952357923 }, { "x": 2.65, "y": 0.87616448359065 }, { "x": 2.7, "y": 0.88194815056141 }, { "x": 2.75, "y": 0.88743725440164 }, { "x": 2.8, "y": 0.89264763430679 }, { "x": 2.85, "y": 0.89759427868479 }, { "x": 2.9, "y": 0.90229136482665 }, { "x": 2.95, "y": 0.9067522979909 }, { "x": 3, "y": 0.91098974964688 }, { "x": 3.05, "y": 0.91501569468307 }, { "x": 3.1, "y": 0.91884144743711 }, { "x": 3.15, "y": 0.92247769644548 }, { "x": 3.2, "y": 0.92593453784465 }, { "x": 3.25, "y": 0.92922150738273 }, { "x": 3.3, "y": 0.93234761102287 }, { "x": 3.35, "y": 0.93532135413717 }, { "x": 3.4, "y": 0.93815076930409 }, { "x": 3.45, "y": 0.94084344273305 }, { "x": 3.5, "y": 0.94340653934845 }, { "x": 3.55, "y": 0.94584682657189 }, { "x": 3.6, "y": 0.94817069684568 }, { "x": 3.65, "y": 0.95038418894432 }, { "x": 3.7, "y": 0.95249300812252 }, { "x": 3.75, "y": 0.95450254514982 }, { "x": 3.8, "y": 0.95641789428196 }, { "x": 3.85, "y": 0.95824387021931 }, { "x": 3.9, "y": 0.95998502410208 }, { "x": 3.94999999999999, "y": 0.96164565859077 }, { "x": 3.99999999999999, "y": 0.96322984207947 } ] }, { "id": 566, "curve_id": "E13.30", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "Above-ground steel, % full is 0.9", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.372999999999999, "sigma": 1.4569999999999994, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.03592315221876 }, { "x": 0.1, "y": 0.09269260229068 }, { "x": 0.15, "y": 0.14776499196539 }, { "x": 0.2, "y": 0.19804665991292 }, { "x": 0.25, "y": 0.24338156993438 }, { "x": 0.3, "y": 0.28422648444737 }, { "x": 0.35, "y": 0.32113356490522 }, { "x": 0.4, "y": 0.35461771122374 }, { "x": 0.45, "y": 0.38512659928796 }, { "x": 0.5, "y": 0.41304056698886 }, { "x": 0.55, "y": 0.43868067296505 }, { "x": 0.6, "y": 0.46231806752346 }, { "x": 0.65, "y": 0.48418256215407 }, { "x": 0.7, "y": 0.50446988251492 }, { "x": 0.75, "y": 0.52334762301978 }, { "x": 0.8, "y": 0.54096007841654 }, { "x": 0.85, "y": 0.55743215216763 }, { "x": 0.9, "y": 0.57287252211093 }, { "x": 0.95, "y": 0.58737621364801 }, { "x": 1, "y": 0.60102670121259 }, { "x": 1.05, "y": 0.61389763355951 }, { "x": 1.1, "y": 0.62605425800519 }, { "x": 1.15, "y": 0.6375546026431 }, { "x": 1.2, "y": 0.64845046298929 }, { "x": 1.25, "y": 0.65878822974964 }, { "x": 1.3, "y": 0.66860958681755 }, { "x": 1.35, "y": 0.67795210270854 }, { "x": 1.4, "y": 0.68684973402988 }, { "x": 1.45, "y": 0.69533325596752 }, { "x": 1.5, "y": 0.70343063192401 }, { "x": 1.55, "y": 0.71116733218432 }, { "x": 1.6, "y": 0.71856660969005 }, { "x": 1.65, "y": 0.7256497395652 }, { "x": 1.7, "y": 0.73243622788071 }, { "x": 1.75, "y": 0.73894399421058 }, { "x": 1.8, "y": 0.74518953177417 }, { "x": 1.85, "y": 0.7511880483399 }, { "x": 1.9, "y": 0.75695359055869 }, { "x": 1.95, "y": 0.76249915397771 }, { "x": 2, "y": 0.76783678064016 }, { "x": 2.05, "y": 0.7729776458901 }, { "x": 2.1, "y": 0.77793213576284 }, { "x": 2.15, "y": 0.78270991614192 }, { "x": 2.2, "y": 0.78731999469586 }, { "x": 2.25, "y": 0.79177077646709 }, { "x": 2.3, "y": 0.79607011386594 }, { "x": 2.35, "y": 0.80022535172166 }, { "x": 2.4, "y": 0.80424336795622 }, { "x": 2.45, "y": 0.80813061037345 }, { "x": 2.5, "y": 0.81189312999312 }, { "x": 2.55, "y": 0.81553661130602 }, { "x": 2.6, "y": 0.81906639977914 }, { "x": 2.65, "y": 0.82248752690094 }, { "x": 2.7, "y": 0.82580473302127 }, { "x": 2.75, "y": 0.8290224882111 }, { "x": 2.8, "y": 0.83214501134113 }, { "x": 2.85, "y": 0.8351762875552 }, { "x": 2.9, "y": 0.83812008429544 }, { "x": 2.95, "y": 0.8409799660179 }, { "x": 3, "y": 0.843759307723 }, { "x": 3.05, "y": 0.84646130741123 }, { "x": 3.1, "y": 0.84908899756316 }, { "x": 3.15, "y": 0.85164525573238 }, { "x": 3.2, "y": 0.85413281433073 }, { "x": 3.25, "y": 0.85655426967731 }, { "x": 3.3, "y": 0.85891209037539 }, { "x": 3.35, "y": 0.86120862507524 }, { "x": 3.4, "y": 0.86344610967486 }, { "x": 3.45, "y": 0.865626674006 }, { "x": 3.5, "y": 0.86775234804799 }, { "x": 3.55, "y": 0.86982506770804 }, { "x": 3.6, "y": 0.8718466802032 }, { "x": 3.65, "y": 0.87381894907564 }, { "x": 3.7, "y": 0.87574355887033 }, { "x": 3.75, "y": 0.8776221195014 }, { "x": 3.8, "y": 0.87945617033122 }, { "x": 3.85, "y": 0.88124718398416 }, { "x": 3.9, "y": 0.88299656991489 }, { "x": 3.94999999999999, "y": 0.88470567774974 }, { "x": 3.99999999999999, "y": 0.88637580041767 } ] }, { "id": 567, "curve_id": "E13.31", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "Above-ground steel, unanchored", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.372999999999999, "sigma": 1.4569999999999994, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.03592315221876 }, { "x": 0.1, "y": 0.09269260229068 }, { "x": 0.15, "y": 0.14776499196539 }, { "x": 0.2, "y": 0.19804665991292 }, { "x": 0.25, "y": 0.24338156993438 }, { "x": 0.3, "y": 0.28422648444737 }, { "x": 0.35, "y": 0.32113356490522 }, { "x": 0.4, "y": 0.35461771122374 }, { "x": 0.45, "y": 0.38512659928796 }, { "x": 0.5, "y": 0.41304056698886 }, { "x": 0.55, "y": 0.43868067296505 }, { "x": 0.6, "y": 0.46231806752346 }, { "x": 0.65, "y": 0.48418256215407 }, { "x": 0.7, "y": 0.50446988251492 }, { "x": 0.75, "y": 0.52334762301978 }, { "x": 0.8, "y": 0.54096007841654 }, { "x": 0.85, "y": 0.55743215216763 }, { "x": 0.9, "y": 0.57287252211093 }, { "x": 0.95, "y": 0.58737621364801 }, { "x": 1, "y": 0.60102670121259 }, { "x": 1.05, "y": 0.61389763355951 }, { "x": 1.1, "y": 0.62605425800519 }, { "x": 1.15, "y": 0.6375546026431 }, { "x": 1.2, "y": 0.64845046298929 }, { "x": 1.25, "y": 0.65878822974964 }, { "x": 1.3, "y": 0.66860958681755 }, { "x": 1.35, "y": 0.67795210270854 }, { "x": 1.4, "y": 0.68684973402988 }, { "x": 1.45, "y": 0.69533325596752 }, { "x": 1.5, "y": 0.70343063192401 }, { "x": 1.55, "y": 0.71116733218432 }, { "x": 1.6, "y": 0.71856660969005 }, { "x": 1.65, "y": 0.7256497395652 }, { "x": 1.7, "y": 0.73243622788071 }, { "x": 1.75, "y": 0.73894399421058 }, { "x": 1.8, "y": 0.74518953177417 }, { "x": 1.85, "y": 0.7511880483399 }, { "x": 1.9, "y": 0.75695359055869 }, { "x": 1.95, "y": 0.76249915397771 }, { "x": 2, "y": 0.76783678064016 }, { "x": 2.05, "y": 0.7729776458901 }, { "x": 2.1, "y": 0.77793213576284 }, { "x": 2.15, "y": 0.78270991614192 }, { "x": 2.2, "y": 0.78731999469586 }, { "x": 2.25, "y": 0.79177077646709 }, { "x": 2.3, "y": 0.79607011386594 }, { "x": 2.35, "y": 0.80022535172166 }, { "x": 2.4, "y": 0.80424336795622 }, { "x": 2.45, "y": 0.80813061037345 }, { "x": 2.5, "y": 0.81189312999312 }, { "x": 2.55, "y": 0.81553661130602 }, { "x": 2.6, "y": 0.81906639977914 }, { "x": 2.65, "y": 0.82248752690094 }, { "x": 2.7, "y": 0.82580473302127 }, { "x": 2.75, "y": 0.8290224882111 }, { "x": 2.8, "y": 0.83214501134113 }, { "x": 2.85, "y": 0.8351762875552 }, { "x": 2.9, "y": 0.83812008429544 }, { "x": 2.95, "y": 0.8409799660179 }, { "x": 3, "y": 0.843759307723 }, { "x": 3.05, "y": 0.84646130741123 }, { "x": 3.1, "y": 0.84908899756316 }, { "x": 3.15, "y": 0.85164525573238 }, { "x": 3.2, "y": 0.85413281433073 }, { "x": 3.25, "y": 0.85655426967731 }, { "x": 3.3, "y": 0.85891209037539 }, { "x": 3.35, "y": 0.86120862507524 }, { "x": 3.4, "y": 0.86344610967486 }, { "x": 3.45, "y": 0.865626674006 }, { "x": 3.5, "y": 0.86775234804799 }, { "x": 3.55, "y": 0.86982506770804 }, { "x": 3.6, "y": 0.8718466802032 }, { "x": 3.65, "y": 0.87381894907564 }, { "x": 3.7, "y": 0.87574355887033 }, { "x": 3.75, "y": 0.8776221195014 }, { "x": 3.8, "y": 0.87945617033122 }, { "x": 3.85, "y": 0.88124718398416 }, { "x": 3.9, "y": 0.88299656991489 }, { "x": 3.94999999999999, "y": 0.88470567774974 }, { "x": 3.99999999999999, "y": 0.88637580041767 } ] }, { "id": 568, "curve_id": "E13.4", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground steel tank, unanchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.38566248081204, "sigma": 0.75000000000018641, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.386, σ=0.750, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00025061982524 }, { "x": 0.1, "y": 0.00529572603941 }, { "x": 0.15, "y": 0.02193783389271 }, { "x": 0.2, "y": 0.05137128938841 }, { "x": 0.25, "y": 0.09107311767605 }, { "x": 0.3, "y": 0.13761874631232 }, { "x": 0.35, "y": 0.18793105902305 }, { "x": 0.4, "y": 0.23962655993183 }, { "x": 0.45, "y": 0.29100185410363 }, { "x": 0.5, "y": 0.34091045627279 }, { "x": 0.55, "y": 0.38862699262768 }, { "x": 0.6, "y": 0.43373058638443 }, { "x": 0.65, "y": 0.47601387056207 }, { "x": 0.7, "y": 0.51541530069213 }, { "x": 0.75, "y": 0.55197016614533 }, { "x": 0.8, "y": 0.58577577188816 }, { "x": 0.85, "y": 0.6169670366775 }, { "x": 0.9, "y": 0.6456996132608 }, { "x": 0.95, "y": 0.67213837937253 }, { "x": 1, "y": 0.69644973280267 }, { "x": 1.05, "y": 0.71879656285618 }, { "x": 1.1, "y": 0.7393350923025 }, { "x": 1.15, "y": 0.75821301651957 }, { "x": 1.2, "y": 0.77556853336869 }, { "x": 1.25, "y": 0.79152997646734 }, { "x": 1.3, "y": 0.8062158493911 }, { "x": 1.35, "y": 0.81973511870676 }, { "x": 1.4, "y": 0.8321876666497 }, { "x": 1.45, "y": 0.84366483473188 }, { "x": 1.5, "y": 0.85425001118362 }, { "x": 1.55, "y": 0.86401923043764 }, { "x": 1.6, "y": 0.87304176367084 }, { "x": 1.65, "y": 0.88138068701815 }, { "x": 1.7, "y": 0.8890934193828 }, { "x": 1.75, "y": 0.89623222544703 }, { "x": 1.8, "y": 0.90284468200457 }, { "x": 1.85, "y": 0.90897410742893 }, { "x": 1.9, "y": 0.91465995519904 }, { "x": 1.95, "y": 0.91993817310017 }, { "x": 2, "y": 0.92484153012587 }, { "x": 2.05, "y": 0.92939991331514 }, { "x": 2.1, "y": 0.93364059683169 }, { "x": 2.15, "y": 0.93758848557334 }, { "x": 2.2, "y": 0.94126633552208 }, { "x": 2.25, "y": 0.94469495293186 }, { "x": 2.3, "y": 0.94789337431641 }, { "x": 2.35, "y": 0.95087902905609 }, { "x": 2.4, "y": 0.95366788629643 }, { "x": 2.45, "y": 0.95627458766818 }, { "x": 2.5, "y": 0.95871256722149 }, { "x": 2.55, "y": 0.96099415983738 }, { "x": 2.6, "y": 0.96313069925964 }, { "x": 2.65, "y": 0.9651326067787 }, { "x": 2.7, "y": 0.96700947149752 }, { "x": 2.75, "y": 0.96877012301652 }, { "x": 2.8, "y": 0.97042269729031 }, { "x": 2.85, "y": 0.97197469633277 }, { "x": 2.9, "y": 0.97343304237818 }, { "x": 2.95, "y": 0.9748041270442 }, { "x": 3, "y": 0.97609385598673 }, { "x": 3.05, "y": 0.9773076894868 }, { "x": 3.1, "y": 0.97845067936454 }, { "x": 3.15, "y": 0.97952750257544 }, { "x": 3.2, "y": 0.98054249180753 }, { "x": 3.25, "y": 0.98149966336652 }, { "x": 3.3, "y": 0.98240274260632 }, { "x": 3.35, "y": 0.98325518713702 }, { "x": 3.4, "y": 0.98406020801889 }, { "x": 3.45, "y": 0.98482078913037 }, { "x": 3.5, "y": 0.98553970487926 }, { "x": 3.55, "y": 0.98621953640978 }, { "x": 3.6, "y": 0.98686268644305 }, { "x": 3.65, "y": 0.98747139287533 }, { "x": 3.7, "y": 0.98804774124607 }, { "x": 3.75, "y": 0.98859367617721 }, { "x": 3.8, "y": 0.98911101187535 }, { "x": 3.85, "y": 0.98960144177975 }, { "x": 3.9, "y": 0.9900665474312 }, { "x": 3.94999999999999, "y": 0.9905078066298 }, { "x": 3.99999999999999, "y": 0.99092660094326 } ] }, { "id": 569, "curve_id": "E13.5", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Above-ground steel tank", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": 0.13976194237161507, "sigma": 0.60000000004320364, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.140, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 8.669076E-08 }, { "x": 0.1, "y": 2.344827819E-05 }, { "x": 0.15, "y": 0.0003433897255 }, { "x": 0.2, "y": 0.0017765455108 }, { "x": 0.25, "y": 0.00548854687252 }, { "x": 0.3, "y": 0.01255981886414 }, { "x": 0.35, "y": 0.02370382177291 }, { "x": 0.4, "y": 0.03919646131046 }, { "x": 0.45, "y": 0.05893430056518 }, { "x": 0.5, "y": 0.0825408355298 }, { "x": 0.55, "y": 0.10947375729665 }, { "x": 0.6, "y": 0.13911310799377 }, { "x": 0.65, "y": 0.17082551544731 }, { "x": 0.7, "y": 0.20400666049779 }, { "x": 0.75, "y": 0.23810648658375 }, { "x": 0.8, "y": 0.27264182934495 }, { "x": 0.85, "y": 0.30720045323198 }, { "x": 0.9, "y": 0.34143957828927 }, { "x": 0.95, "y": 0.3750811389286 }, { "x": 1, "y": 0.40790533008193 }, { "x": 1.05, "y": 0.43974347481871 }, { "x": 1.1, "y": 0.47047086971583 }, { "x": 1.15, "y": 0.5 }, { "x": 1.2, "y": 0.52827433726002 }, { "x": 1.25, "y": 0.55526281472648 }, { "x": 1.3, "y": 0.58095500047028 }, { "x": 1.35, "y": 0.60535694384045 }, { "x": 1.4, "y": 0.62848764529909 }, { "x": 1.45, "y": 0.6503760876558 }, { "x": 1.5, "y": 0.67105876281013 }, { "x": 1.55, "y": 0.69057762925457 }, { "x": 1.6, "y": 0.70897843961849 }, { "x": 1.65, "y": 0.72630938303759 }, { "x": 1.7, "y": 0.74261999321312 }, { "x": 1.75, "y": 0.75796027912802 }, { "x": 1.8, "y": 0.77238004118856 }, { "x": 1.85, "y": 0.78592834088693 }, { "x": 1.9, "y": 0.79865309685698 }, { "x": 1.95, "y": 0.81060078440456 }, { "x": 2, "y": 0.82181621925661 }, { "x": 2.05, "y": 0.83234240942784 }, { "x": 2.1, "y": 0.84222046180011 }, { "x": 2.15, "y": 0.85148953229904 }, { "x": 2.2, "y": 0.86018681048658 }, { "x": 2.25, "y": 0.86834753101458 }, { "x": 2.3, "y": 0.87600500574714 }, { "x": 2.35, "y": 0.88319067149719 }, { "x": 2.4, "y": 0.88993414926958 }, { "x": 2.45, "y": 0.89626331168929 }, { "x": 2.5, "y": 0.9022043559438 }, { "x": 2.55, "y": 0.90778188010613 }, { "x": 2.6, "y": 0.91301896114702 }, { "x": 2.65, "y": 0.9179372333083 }, { "x": 2.7, "y": 0.92255696580635 }, { "x": 2.75, "y": 0.92689713907758 }, { "x": 2.8, "y": 0.93097551897459 }, { "x": 2.85, "y": 0.93480872848179 }, { "x": 2.9, "y": 0.93841231664757 }, { "x": 2.95, "y": 0.94180082453333 }, { "x": 3, "y": 0.94498784806193 }, { "x": 3.05, "y": 0.94798609771268 }, { "x": 3.1, "y": 0.95080745506079 }, { "x": 3.15, "y": 0.95346302619843 }, { "x": 3.2, "y": 0.95596319210424 }, { "x": 3.25, "y": 0.9583176560502 }, { "x": 3.3, "y": 0.96053548815096 }, { "x": 3.35, "y": 0.96262516717155 }, { "x": 3.4, "y": 0.96459461971658 }, { "x": 3.45, "y": 0.96645125692808 }, { "x": 3.5, "y": 0.96820200882028 }, { "x": 3.55, "y": 0.9698533563796 }, { "x": 3.6, "y": 0.97141136155579 }, { "x": 3.65, "y": 0.97288169526741 }, { "x": 3.7, "y": 0.97426966354075 }, { "x": 3.75, "y": 0.97558023189689 }, { "x": 3.8, "y": 0.97681804809682 }, { "x": 3.85, "y": 0.97798746334929 }, { "x": 3.9, "y": 0.9790925520809 }, { "x": 3.94999999999999, "y": 0.98013713036266 }, { "x": 3.99999999999999, "y": 0.98112477308201 } ] }, { "id": 570, "curve_id": "E13.6", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground wood tank", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.356674943939012, "sigma": 0.70000000000091533, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.357, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 8.159699238E-05 }, { "x": 0.1, "y": 0.00271901943508 }, { "x": 0.15, "y": 0.01388090950008 }, { "x": 0.2, "y": 0.0367541819746 }, { "x": 0.25, "y": 0.07066112594603 }, { "x": 0.3, "y": 0.11305782811696 }, { "x": 0.35, "y": 0.16103567984645 }, { "x": 0.4, "y": 0.21201443776069 }, { "x": 0.45, "y": 0.2639582655344 }, { "x": 0.5, "y": 0.31537388467867 }, { "x": 0.55, "y": 0.36522867253098 }, { "x": 0.6, "y": 0.41285175749271 }, { "x": 0.65, "y": 0.45784333091261 }, { "x": 0.7, "y": 0.5 }, { "x": 0.75, "y": 0.53925667891737 }, { "x": 0.8, "y": 0.57564284583333 }, { "x": 0.85, "y": 0.60925035529487 }, { "x": 0.9, "y": 0.64021016508738 }, { "x": 0.95, "y": 0.66867576844447 }, { "x": 1, "y": 0.69481158627621 }, { "x": 1.05, "y": 0.71878498428334 }, { "x": 1.1, "y": 0.7407609135721 }, { "x": 1.15, "y": 0.76089843327796 }, { "x": 1.2, "y": 0.77934857099117 }, { "x": 1.25, "y": 0.79625312419867 }, { "x": 1.3, "y": 0.81174411501045 }, { "x": 1.35, "y": 0.82594369056992 }, { "x": 1.4, "y": 0.83896432015355 }, { "x": 1.45, "y": 0.85090918267776 }, { "x": 1.5, "y": 0.86187266937243 }, { "x": 1.55, "y": 0.87194094887692 }, { "x": 1.6, "y": 0.88119255827203 }, { "x": 1.65, "y": 0.88969899526752 }, { "x": 1.7, "y": 0.89752529515834 }, { "x": 1.75, "y": 0.90473058214501 }, { "x": 1.8, "y": 0.91136858884589 }, { "x": 1.85, "y": 0.91748814079169 }, { "x": 1.9, "y": 0.92313360473743 }, { "x": 1.95, "y": 0.92834530101021 }, { "x": 2, "y": 0.93315988101947 }, { "x": 2.05, "y": 0.93761067162624 }, { "x": 2.1, "y": 0.94172798839793 }, { "x": 2.15, "y": 0.94553941993812 }, { "x": 2.2, "y": 0.94907008552803 }, { "x": 2.25, "y": 0.95234286828631 }, { "x": 2.3, "y": 0.95537862597263 }, { "x": 2.35, "y": 0.95819638144859 }, { "x": 2.4, "y": 0.9608134946799 }, { "x": 2.45, "y": 0.9632458180254 }, { "x": 2.5, "y": 0.96550783641973 }, { "x": 2.55, "y": 0.96761279391956 }, { "x": 2.6, "y": 0.96957280795259 }, { "x": 2.65, "y": 0.97139897248497 }, { "x": 2.7, "y": 0.97310145120804 }, { "x": 2.75, "y": 0.97468956173846 }, { "x": 2.8, "y": 0.97617185172848 }, { "x": 2.85, "y": 0.97755616769401 }, { "x": 2.9, "y": 0.97884971728688 }, { "x": 2.95, "y": 0.98005912566459 }, { "x": 3, "y": 0.98119048654443 }, { "x": 3.05, "y": 0.98224940846897 }, { "x": 3.1, "y": 0.98324105675639 }, { "x": 3.15, "y": 0.98417019156067 }, { "x": 3.2, "y": 0.98504120242309 }, { "x": 3.25, "y": 0.98585813965787 }, { "x": 3.3, "y": 0.9866247428797 }, { "x": 3.35, "y": 0.98734446694964 }, { "x": 3.4, "y": 0.9880205055879 }, { "x": 3.45, "y": 0.98865581287686 }, { "x": 3.5, "y": 0.98925312285527 }, { "x": 3.55, "y": 0.98981496738435 }, { "x": 3.6, "y": 0.99034369244847 }, { "x": 3.65, "y": 0.99084147303705 }, { "x": 3.7, "y": 0.99131032673957 }, { "x": 3.75, "y": 0.99175212617283 }, { "x": 3.8, "y": 0.99216861034775 }, { "x": 3.85, "y": 0.9925613950727 }, { "x": 3.9, "y": 0.99293198248081 }, { "x": 3.94999999999999, "y": 0.99328176976028 }, { "x": 3.99999999999999, "y": 0.99361205715936 } ] }, { "id": 571, "curve_id": "E13.7", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Anchored ground-level", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "figure_given", "mu": 0.22314355131420718, "sigma": 0.65000000000003177, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.223, σ=0.650, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.6705287E-07 }, { "x": 0.1, "y": 5.101008523E-05 }, { "x": 0.15, "y": 0.00055325519205 }, { "x": 0.2, "y": 0.00240600508702 }, { "x": 0.25, "y": 0.00664209371136 }, { "x": 0.3, "y": 0.01406159613814 }, { "x": 0.35, "y": 0.0250910354839 }, { "x": 0.4, "y": 0.03980307881206 }, { "x": 0.45, "y": 0.05800181727667 }, { "x": 0.5, "y": 0.07931738460142 }, { "x": 0.55, "y": 0.10328614411418 }, { "x": 0.6, "y": 0.12941024877424 }, { "x": 0.65, "y": 0.1571979915211 }, { "x": 0.7, "y": 0.18618884057618 }, { "x": 0.75, "y": 0.21596726308394 }, { "x": 0.8, "y": 0.24616881910584 }, { "x": 0.85, "y": 0.27648120197138 }, { "x": 0.9, "y": 0.3066421642851 }, { "x": 0.95, "y": 0.33643567743438 }, { "x": 1, "y": 0.36568722866681 }, { "x": 1.05, "y": 0.39425884061 }, { "x": 1.1, "y": 0.42204417539853 }, { "x": 1.15, "y": 0.44896393405872 }, { "x": 1.2, "y": 0.47496166119556 }, { "x": 1.25, "y": 0.5 }, { "x": 1.3, "y": 0.52405740197865 }, { "x": 1.35, "y": 0.54712527165192 }, { "x": 1.4, "y": 0.56920551321196 }, { "x": 1.45, "y": 0.59030843994534 }, { "x": 1.5, "y": 0.61045100549688 }, { "x": 1.55, "y": 0.62965531702582 }, { "x": 1.6, "y": 0.64794739282072 }, { "x": 1.65, "y": 0.66535613023632 }, { "x": 1.7, "y": 0.68191245341264 }, { "x": 1.75, "y": 0.69764861383486 }, { "x": 1.8, "y": 0.71259762021886 }, { "x": 1.85, "y": 0.72679277736559 }, { "x": 1.9, "y": 0.74026731647782 }, { "x": 1.95, "y": 0.75305410196263 }, { "x": 2, "y": 0.76518540196437 }, { "x": 2.05, "y": 0.77669271180418 }, { "x": 2.1, "y": 0.78760662117077 }, { "x": 2.15, "y": 0.79795671734019 }, { "x": 2.2, "y": 0.80777151792811 }, { "x": 2.25, "y": 0.81707842772224 }, { "x": 2.3, "y": 0.82590371502936 }, { "x": 2.35, "y": 0.83427250372336 }, { "x": 2.4, "y": 0.84220877781567 }, { "x": 2.45, "y": 0.84973539590588 }, { "x": 2.5, "y": 0.85687411332172 }, { "x": 2.55, "y": 0.86364561013756 }, { "x": 2.6, "y": 0.87006952357923 }, { "x": 2.65, "y": 0.87616448359065 }, { "x": 2.7, "y": 0.88194815056141 }, { "x": 2.75, "y": 0.88743725440164 }, { "x": 2.8, "y": 0.89264763430679 }, { "x": 2.85, "y": 0.89759427868479 }, { "x": 2.9, "y": 0.90229136482665 }, { "x": 2.95, "y": 0.9067522979909 }, { "x": 3, "y": 0.91098974964688 }, { "x": 3.05, "y": 0.91501569468307 }, { "x": 3.1, "y": 0.91884144743711 }, { "x": 3.15, "y": 0.92247769644548 }, { "x": 3.2, "y": 0.92593453784465 }, { "x": 3.25, "y": 0.92922150738273 }, { "x": 3.3, "y": 0.93234761102287 }, { "x": 3.35, "y": 0.93532135413717 }, { "x": 3.4, "y": 0.93815076930409 }, { "x": 3.45, "y": 0.94084344273305 }, { "x": 3.5, "y": 0.94340653934845 }, { "x": 3.55, "y": 0.94584682657189 }, { "x": 3.6, "y": 0.94817069684568 }, { "x": 3.65, "y": 0.95038418894432 }, { "x": 3.7, "y": 0.95249300812252 }, { "x": 3.75, "y": 0.95450254514982 }, { "x": 3.8, "y": 0.95641789428196 }, { "x": 3.85, "y": 0.95824387021931 }, { "x": 3.9, "y": 0.95998502410208 }, { "x": 3.94999999999999, "y": 0.96164565859077 }, { "x": 3.99999999999999, "y": 0.96322984207947 } ] }, { "id": 572, "curve_id": "E13.8", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Unanchored ground-level", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "figure_given", "mu": -0.673344553718915, "sigma": 0.75000000199217387, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.673, σ=0.750, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00097904330092 }, { "x": 0.1, "y": 0.01491574013028 }, { "x": 0.15, "y": 0.05137128938841 }, { "x": 0.2, "y": 0.105992737546 }, { "x": 0.25, "y": 0.17090379937035 }, { "x": 0.3, "y": 0.23962655993183 }, { "x": 0.35, "y": 0.30784427854486 }, { "x": 0.4, "y": 0.3729961823531 }, { "x": 0.45, "y": 0.43373058638443 }, { "x": 0.5, "y": 0.4894677500431 }, { "x": 0.55, "y": 0.54009646051518 }, { "x": 0.6, "y": 0.58577577188816 }, { "x": 0.65, "y": 0.62680970991103 }, { "x": 0.7, "y": 0.66357002042177 }, { "x": 0.75, "y": 0.69644973280267 }, { "x": 0.8, "y": 0.72583618012881 }, { "x": 0.85, "y": 0.75209615457027 }, { "x": 0.9, "y": 0.77556853336869 }, { "x": 0.95, "y": 0.7965614239904 }, { "x": 1, "y": 0.81535197143357 }, { "x": 1.05, "y": 0.8321876666497 }, { "x": 1.1, "y": 0.84728843670586 }, { "x": 1.15, "y": 0.8608490771232 }, { "x": 1.2, "y": 0.87304176367084 }, { "x": 1.25, "y": 0.88401849219232 }, { "x": 1.3, "y": 0.89391336458585 }, { "x": 1.35, "y": 0.90284468200457 }, { "x": 1.4, "y": 0.9109168323645 }, { "x": 1.45, "y": 0.91822197453681 }, { "x": 1.5, "y": 0.92484153012587 }, { "x": 1.55, "y": 0.93084749803986 }, { "x": 1.6, "y": 0.93630360877727 }, { "x": 1.65, "y": 0.94126633552208 }, { "x": 1.7, "y": 0.94578577842513 }, { "x": 1.75, "y": 0.94990643726588 }, { "x": 1.8, "y": 0.95366788629643 }, { "x": 1.85, "y": 0.95710536362485 }, { "x": 1.9, "y": 0.96025028608939 }, { "x": 1.95, "y": 0.96313069925964 }, { "x": 2, "y": 0.9657716709989 }, { "x": 2.05, "y": 0.96819563594267 }, { "x": 2.1, "y": 0.97042269729031 }, { "x": 2.15, "y": 0.97247089146341 }, { "x": 2.2, "y": 0.97435642044698 }, { "x": 2.25, "y": 0.97609385598673 }, { "x": 2.3, "y": 0.97769631925826 }, { "x": 2.35, "y": 0.97917563914042 }, { "x": 2.4, "y": 0.98054249180753 }, { "x": 2.45, "y": 0.98180652399387 }, { "x": 2.5, "y": 0.98297646197221 }, { "x": 2.55, "y": 0.98406020801889 }, { "x": 2.6, "y": 0.98506492590561 }, { "x": 2.65, "y": 0.98599711675743 }, { "x": 2.7, "y": 0.98686268644305 }, { "x": 2.75, "y": 0.9876670055135 }, { "x": 2.8, "y": 0.98841496257574 }, { "x": 2.85, "y": 0.98911101187535 }, { "x": 2.9, "y": 0.98975921576516 }, { "x": 2.95, "y": 0.99036328265239 }, { "x": 3, "y": 0.99092660094326 }, { "x": 3.05, "y": 0.99145226944086 }, { "x": 3.1, "y": 0.99194312459598 }, { "x": 3.15, "y": 0.99240176496301 }, { "x": 3.2, "y": 0.99283057317027 }, { "x": 3.25, "y": 0.99323173567797 }, { "x": 3.3, "y": 0.99360726056445 }, { "x": 3.35, "y": 0.99395899355344 }, { "x": 3.4, "y": 0.99428863247047 }, { "x": 3.45, "y": 0.99459774029495 }, { "x": 3.5, "y": 0.99488775695547 }, { "x": 3.55, "y": 0.9951600099993 }, { "x": 3.6, "y": 0.99541572425228 }, { "x": 3.65, "y": 0.99565603057263 }, { "x": 3.7, "y": 0.99588197379056 }, { "x": 3.75, "y": 0.99609451991569 }, { "x": 3.8, "y": 0.99629456268544 }, { "x": 3.85, "y": 0.99648292951957 }, { "x": 3.9, "y": 0.9966603869392 }, { "x": 3.94999999999999, "y": 0.99682764550256 }, { "x": 3.99999999999999, "y": 0.99698536430395 } ] }, { "id": 573, "curve_id": "E13.9", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Anchored elevated", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "figure_given", "mu": 0.13976194237161507, "sigma": 0.60000000004320364, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.140, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 8.669076E-08 }, { "x": 0.1, "y": 2.344827819E-05 }, { "x": 0.15, "y": 0.0003433897255 }, { "x": 0.2, "y": 0.0017765455108 }, { "x": 0.25, "y": 0.00548854687252 }, { "x": 0.3, "y": 0.01255981886414 }, { "x": 0.35, "y": 0.02370382177291 }, { "x": 0.4, "y": 0.03919646131046 }, { "x": 0.45, "y": 0.05893430056518 }, { "x": 0.5, "y": 0.0825408355298 }, { "x": 0.55, "y": 0.10947375729665 }, { "x": 0.6, "y": 0.13911310799377 }, { "x": 0.65, "y": 0.17082551544731 }, { "x": 0.7, "y": 0.20400666049779 }, { "x": 0.75, "y": 0.23810648658375 }, { "x": 0.8, "y": 0.27264182934495 }, { "x": 0.85, "y": 0.30720045323198 }, { "x": 0.9, "y": 0.34143957828927 }, { "x": 0.95, "y": 0.3750811389286 }, { "x": 1, "y": 0.40790533008193 }, { "x": 1.05, "y": 0.43974347481871 }, { "x": 1.1, "y": 0.47047086971583 }, { "x": 1.15, "y": 0.5 }, { "x": 1.2, "y": 0.52827433726002 }, { "x": 1.25, "y": 0.55526281472648 }, { "x": 1.3, "y": 0.58095500047028 }, { "x": 1.35, "y": 0.60535694384045 }, { "x": 1.4, "y": 0.62848764529909 }, { "x": 1.45, "y": 0.6503760876558 }, { "x": 1.5, "y": 0.67105876281013 }, { "x": 1.55, "y": 0.69057762925457 }, { "x": 1.6, "y": 0.70897843961849 }, { "x": 1.65, "y": 0.72630938303759 }, { "x": 1.7, "y": 0.74261999321312 }, { "x": 1.75, "y": 0.75796027912802 }, { "x": 1.8, "y": 0.77238004118856 }, { "x": 1.85, "y": 0.78592834088693 }, { "x": 1.9, "y": 0.79865309685698 }, { "x": 1.95, "y": 0.81060078440456 }, { "x": 2, "y": 0.82181621925661 }, { "x": 2.05, "y": 0.83234240942784 }, { "x": 2.1, "y": 0.84222046180011 }, { "x": 2.15, "y": 0.85148953229904 }, { "x": 2.2, "y": 0.86018681048658 }, { "x": 2.25, "y": 0.86834753101458 }, { "x": 2.3, "y": 0.87600500574714 }, { "x": 2.35, "y": 0.88319067149719 }, { "x": 2.4, "y": 0.88993414926958 }, { "x": 2.45, "y": 0.89626331168929 }, { "x": 2.5, "y": 0.9022043559438 }, { "x": 2.55, "y": 0.90778188010613 }, { "x": 2.6, "y": 0.91301896114702 }, { "x": 2.65, "y": 0.9179372333083 }, { "x": 2.7, "y": 0.92255696580635 }, { "x": 2.75, "y": 0.92689713907758 }, { "x": 2.8, "y": 0.93097551897459 }, { "x": 2.85, "y": 0.93480872848179 }, { "x": 2.9, "y": 0.93841231664757 }, { "x": 2.95, "y": 0.94180082453333 }, { "x": 3, "y": 0.94498784806193 }, { "x": 3.05, "y": 0.94798609771268 }, { "x": 3.1, "y": 0.95080745506079 }, { "x": 3.15, "y": 0.95346302619843 }, { "x": 3.2, "y": 0.95596319210424 }, { "x": 3.25, "y": 0.9583176560502 }, { "x": 3.3, "y": 0.96053548815096 }, { "x": 3.35, "y": 0.96262516717155 }, { "x": 3.4, "y": 0.96459461971658 }, { "x": 3.45, "y": 0.96645125692808 }, { "x": 3.5, "y": 0.96820200882028 }, { "x": 3.55, "y": 0.9698533563796 }, { "x": 3.6, "y": 0.97141136155579 }, { "x": 3.65, "y": 0.97288169526741 }, { "x": 3.7, "y": 0.97426966354075 }, { "x": 3.75, "y": 0.97558023189689 }, { "x": 3.8, "y": 0.97681804809682 }, { "x": 3.85, "y": 0.97798746334929 }, { "x": 3.9, "y": 0.9790925520809 }, { "x": 3.94999999999999, "y": 0.98013713036266 }, { "x": 3.99999999999999, "y": 0.98112477308201 } ] }, { "id": 574, "curve_id": "E14.1", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Small water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.634878272435984, "sigma": 0.600000000000056, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.635, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 4.164051379E-05 }, { "x": 0.1, "y": 0.00272203740284 }, { "x": 0.15, "y": 0.01770073297215 }, { "x": 0.2, "y": 0.05215951804083 }, { "x": 0.25, "y": 0.10521933048418 }, { "x": 0.3, "y": 0.17143980508539 }, { "x": 0.35, "y": 0.24460273394309 }, { "x": 0.4, "y": 0.31952739651711 }, { "x": 0.45, "y": 0.3925358801608 }, { "x": 0.5, "y": 0.46131759524694 }, { "x": 0.55, "y": 0.52461324672413 }, { "x": 0.6, "y": 0.58189917058258 }, { "x": 0.65, "y": 0.6331315764306 }, { "x": 0.7, "y": 0.67855869629808 }, { "x": 0.75, "y": 0.71859080696052 }, { "x": 0.8, "y": 0.75371423588253 }, { "x": 0.85, "y": 0.78443679035366 }, { "x": 0.9, "y": 0.81125475849216 }, { "x": 0.95, "y": 0.83463427766203 }, { "x": 1, "y": 0.85500201400013 }, { "x": 1.05, "y": 0.87274170111353 }, { "x": 1.1, "y": 0.88819423066994 }, { "x": 1.15, "y": 0.90165978137015 }, { "x": 1.2, "y": 0.9134010125306 }, { "x": 1.25, "y": 0.92364671000662 }, { "x": 1.3, "y": 0.93259551112998 }, { "x": 1.35, "y": 0.94041949118873 }, { "x": 1.4, "y": 0.94726749411085 }, { "x": 1.45, "y": 0.95326815313286 }, { "x": 1.5, "y": 0.95853258599079 }, { "x": 1.55, "y": 0.96315677205664 }, { "x": 1.6, "y": 0.96722363151702 }, { "x": 1.65, "y": 0.97080483290296 }, { "x": 1.7, "y": 0.9739623574939 }, { "x": 1.75, "y": 0.97674984894407 }, { "x": 1.8, "y": 0.97921377495256 }, { "x": 1.85, "y": 0.98139442557775 }, { "x": 1.9, "y": 0.98332677029508 }, { "x": 1.95, "y": 0.98504119336118 }, { "x": 2, "y": 0.98656412462122 }, { "x": 2.05, "y": 0.98791858065518 }, { "x": 2.1, "y": 0.98912462913777 }, { "x": 2.15, "y": 0.99019978749177 }, { "x": 2.2, "y": 0.99115936534133 }, { "x": 2.25, "y": 0.99201675890257 }, { "x": 2.3, "y": 0.99278370426597 }, { "x": 2.35, "y": 0.99347049550786 }, { "x": 2.4, "y": 0.9940861726962 }, { "x": 2.45, "y": 0.99463868411083 }, { "x": 2.5, "y": 0.99513502636213 }, { "x": 2.55, "y": 0.9955813655509 }, { "x": 2.6, "y": 0.99598314215049 }, { "x": 2.65, "y": 0.99634516190031 }, { "x": 2.7, "y": 0.99667167466587 }, { "x": 2.75, "y": 0.99696644293678 }, { "x": 2.8, "y": 0.99723280139238 }, { "x": 2.85, "y": 0.99747370875938 }, { "x": 2.9, "y": 0.99769179301056 }, { "x": 2.95, "y": 0.99788939080463 }, { "x": 3, "y": 0.99806858194002 }, { "x": 3.05, "y": 0.99823121948687 }, { "x": 3.1, "y": 0.99837895616891 }, { "x": 3.15, "y": 0.99851326748748 }, { "x": 3.2, "y": 0.99863547201235 }, { "x": 3.25, "y": 0.99874674920572 }, { "x": 3.3, "y": 0.99884815509625 }, { "x": 3.35, "y": 0.99894063607697 }, { "x": 3.4, "y": 0.99902504106451 }, { "x": 3.45, "y": 0.99910213222531 }, { "x": 3.5, "y": 0.99917259444736 }, { "x": 3.55, "y": 0.99923704371268 }, { "x": 3.6, "y": 0.99929603450547 }, { "x": 3.65, "y": 0.99935006637341 }, { "x": 3.7, "y": 0.99939958974468 }, { "x": 3.75, "y": 0.99944501108982 }, { "x": 3.8, "y": 0.99948669750677 }, { "x": 3.85, "y": 0.99952498079725 }, { "x": 3.9, "y": 0.99956016109412 }, { "x": 3.94999999999999, "y": 0.99959251009225 }, { "x": 3.99999999999999, "y": 0.99962227392878 } ] }, { "id": 575, "curve_id": "E14.2", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Small water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.634878272435984, "sigma": 0.600000000000056, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.635, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 4.164051379E-05 }, { "x": 0.1, "y": 0.00272203740284 }, { "x": 0.15, "y": 0.01770073297215 }, { "x": 0.2, "y": 0.05215951804083 }, { "x": 0.25, "y": 0.10521933048418 }, { "x": 0.3, "y": 0.17143980508539 }, { "x": 0.35, "y": 0.24460273394309 }, { "x": 0.4, "y": 0.31952739651711 }, { "x": 0.45, "y": 0.3925358801608 }, { "x": 0.5, "y": 0.46131759524694 }, { "x": 0.55, "y": 0.52461324672413 }, { "x": 0.6, "y": 0.58189917058258 }, { "x": 0.65, "y": 0.6331315764306 }, { "x": 0.7, "y": 0.67855869629808 }, { "x": 0.75, "y": 0.71859080696052 }, { "x": 0.8, "y": 0.75371423588253 }, { "x": 0.85, "y": 0.78443679035366 }, { "x": 0.9, "y": 0.81125475849216 }, { "x": 0.95, "y": 0.83463427766203 }, { "x": 1, "y": 0.85500201400013 }, { "x": 1.05, "y": 0.87274170111353 }, { "x": 1.1, "y": 0.88819423066994 }, { "x": 1.15, "y": 0.90165978137015 }, { "x": 1.2, "y": 0.9134010125306 }, { "x": 1.25, "y": 0.92364671000662 }, { "x": 1.3, "y": 0.93259551112998 }, { "x": 1.35, "y": 0.94041949118873 }, { "x": 1.4, "y": 0.94726749411085 }, { "x": 1.45, "y": 0.95326815313286 }, { "x": 1.5, "y": 0.95853258599079 }, { "x": 1.55, "y": 0.96315677205664 }, { "x": 1.6, "y": 0.96722363151702 }, { "x": 1.65, "y": 0.97080483290296 }, { "x": 1.7, "y": 0.9739623574939 }, { "x": 1.75, "y": 0.97674984894407 }, { "x": 1.8, "y": 0.97921377495256 }, { "x": 1.85, "y": 0.98139442557775 }, { "x": 1.9, "y": 0.98332677029508 }, { "x": 1.95, "y": 0.98504119336118 }, { "x": 2, "y": 0.98656412462122 }, { "x": 2.05, "y": 0.98791858065518 }, { "x": 2.1, "y": 0.98912462913777 }, { "x": 2.15, "y": 0.99019978749177 }, { "x": 2.2, "y": 0.99115936534133 }, { "x": 2.25, "y": 0.99201675890257 }, { "x": 2.3, "y": 0.99278370426597 }, { "x": 2.35, "y": 0.99347049550786 }, { "x": 2.4, "y": 0.9940861726962 }, { "x": 2.45, "y": 0.99463868411083 }, { "x": 2.5, "y": 0.99513502636213 }, { "x": 2.55, "y": 0.9955813655509 }, { "x": 2.6, "y": 0.99598314215049 }, { "x": 2.65, "y": 0.99634516190031 }, { "x": 2.7, "y": 0.99667167466587 }, { "x": 2.75, "y": 0.99696644293678 }, { "x": 2.8, "y": 0.99723280139238 }, { "x": 2.85, "y": 0.99747370875938 }, { "x": 2.9, "y": 0.99769179301056 }, { "x": 2.95, "y": 0.99788939080463 }, { "x": 3, "y": 0.99806858194002 }, { "x": 3.05, "y": 0.99823121948687 }, { "x": 3.1, "y": 0.99837895616891 }, { "x": 3.15, "y": 0.99851326748748 }, { "x": 3.2, "y": 0.99863547201235 }, { "x": 3.25, "y": 0.99874674920572 }, { "x": 3.3, "y": 0.99884815509625 }, { "x": 3.35, "y": 0.99894063607697 }, { "x": 3.4, "y": 0.99902504106451 }, { "x": 3.45, "y": 0.99910213222531 }, { "x": 3.5, "y": 0.99917259444736 }, { "x": 3.55, "y": 0.99923704371268 }, { "x": 3.6, "y": 0.99929603450547 }, { "x": 3.65, "y": 0.99935006637341 }, { "x": 3.7, "y": 0.99939958974468 }, { "x": 3.75, "y": 0.99944501108982 }, { "x": 3.8, "y": 0.99948669750677 }, { "x": 3.85, "y": 0.99952498079725 }, { "x": 3.9, "y": 0.99956016109412 }, { "x": 3.94999999999999, "y": 0.99959251009225 }, { "x": 3.99999999999999, "y": 0.99962227392878 } ] }, { "id": 576, "curve_id": "E14.3", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Medium water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.3147107448397, "sigma": 0.50000000000000011, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.315, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 4.114296E-08 }, { "x": 0.1, "y": 3.507909111E-05 }, { "x": 0.15, "y": 0.00077589864523 }, { "x": 0.2, "y": 0.00480640857486 }, { "x": 0.25, "y": 0.01604983620315 }, { "x": 0.3, "y": 0.03765890713867 }, { "x": 0.35, "y": 0.07075071629532 }, { "x": 0.4, "y": 0.11445721029204001 }, { "x": 0.45, "y": 0.16662361178087 }, { "x": 0.5, "y": 0.22456301483597 }, { "x": 0.55, "y": 0.28561106871169 }, { "x": 0.6, "y": 0.34744422928866 }, { "x": 0.65, "y": 0.40821295255379 }, { "x": 0.7, "y": 0.46655668035693 }, { "x": 0.75, "y": 0.52155526176792 }, { "x": 0.8, "y": 0.57265371247611 }, { "x": 0.85, "y": 0.6195821813271 }, { "x": 0.9, "y": 0.66228246967027 }, { "x": 0.95, "y": 0.70084587792379 }, { "x": 1, "y": 0.73546342360015 }, { "x": 1.05, "y": 0.76638757897876 }, { "x": 1.1, "y": 0.79390387477818 }, { "x": 1.15, "y": 0.81831051952149 }, { "x": 1.2, "y": 0.83990429166049 }, { "x": 1.25, "y": 0.85897119826169 }, { "x": 1.3, "y": 0.87578066511518 }, { "x": 1.35, "y": 0.89058228106749 }, { "x": 1.4, "y": 0.90360434387608 }, { "x": 1.45, "y": 0.91505364021494 }, { "x": 1.5, "y": 0.92511604017186 }, { "x": 1.55, "y": 0.93395760134766 }, { "x": 1.6, "y": 0.94172596510122 }, { "x": 1.65, "y": 0.94855189301399 }, { "x": 1.7, "y": 0.95455084005609 }, { "x": 1.75, "y": 0.95982449620953 }, { "x": 1.8, "y": 0.96446225364855 }, { "x": 1.85, "y": 0.96854257451056 }, { "x": 1.9, "y": 0.97213424675477 }, { "x": 1.95, "y": 0.97529752407496 }, { "x": 2, "y": 0.9780851514168 }, { "x": 2.05, "y": 0.98054328117503 }, { "x": 2.1, "y": 0.98271228721918 }, { "x": 2.15, "y": 0.98462748496519 }, { "x": 2.2, "y": 0.98631976609644 }, { "x": 2.25, "y": 0.98781615647337 }, { "x": 2.3, "y": 0.98914030542153 }, { "x": 2.35, "y": 0.99031291406955 }, { "x": 2.4, "y": 0.99135210980043 }, { "x": 2.45, "y": 0.99227377323797 }, { "x": 2.5, "y": 0.99309182354871 }, { "x": 2.55, "y": 0.99381846722388 }, { "x": 2.6, "y": 0.9944644149267 }, { "x": 2.65, "y": 0.99503907045725 }, { "x": 2.7, "y": 0.99555069540183 }, { "x": 2.75, "y": 0.99600655259683 }, { "x": 2.8, "y": 0.9964130311467 }, { "x": 2.85, "y": 0.99677575538936 }, { "x": 2.9, "y": 0.99709967989607 }, { "x": 2.95, "y": 0.99738917232377 }, { "x": 3, "y": 0.99764808570171 }, { "x": 3.05, "y": 0.99787982152777 }, { "x": 3.1, "y": 0.99808738486963 }, { "x": 3.15, "y": 0.99827343250897 }, { "x": 3.2, "y": 0.99844031503048 }, { "x": 3.25, "y": 0.99859011363848 }, { "x": 3.3, "y": 0.99872467238103 }, { "x": 3.35, "y": 0.99884562637206 }, { "x": 3.4, "y": 0.99895442652428 }, { "x": 3.45, "y": 0.99905236123833 }, { "x": 3.5, "y": 0.99914057543561 }, { "x": 3.55, "y": 0.99922008727108 }, { "x": 3.6, "y": 0.99929180281914 }, { "x": 3.65, "y": 0.99935652898709 }, { "x": 3.7, "y": 0.99941498487802 }, { "x": 3.75, "y": 0.99946781179632 }, { "x": 3.8, "y": 0.99951558206398 }, { "x": 3.85, "y": 0.99955880679464 }, { "x": 3.9, "y": 0.99959794275325 }, { "x": 3.94999999999999, "y": 0.99963339841324 }, { "x": 3.99999999999999, "y": 0.9996655393087 } ] }, { "id": 577, "curve_id": "E14.4", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Medium water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.28768207245178, "sigma": 0.5, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.288, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.045645E-08 }, { "x": 0.1, "y": 2.791144737E-05 }, { "x": 0.15, "y": 0.00064347101291 }, { "x": 0.2, "y": 0.00410254673486 }, { "x": 0.25, "y": 0.01400220557395 }, { "x": 0.3, "y": 0.03343241840892 }, { "x": 0.35, "y": 0.06371937752497 }, { "x": 0.4, "y": 0.10433747684047 }, { "x": 0.45, "y": 0.15347299656473 }, { "x": 0.5, "y": 0.20870287338447 }, { "x": 0.55, "y": 0.26752690344225 }, { "x": 0.6, "y": 0.32769493571154 }, { "x": 0.65, "y": 0.38736182575531 }, { "x": 0.7, "y": 0.44512584260824 }, { "x": 0.75, "y": 0.5 }, { "x": 0.8, "y": 0.55135165618183 }, { "x": 0.85, "y": 0.59883248489271 }, { "x": 0.9, "y": 0.64231108623684 }, { "x": 0.95, "y": 0.68181405597279 }, { "x": 1, "y": 0.71747747601406 }, { "x": 1.05, "y": 0.74950869138681 }, { "x": 1.1, "y": 0.77815723885947 }, { "x": 1.15, "y": 0.80369343097046 }, { "x": 1.2, "y": 0.82639308124973 }, { "x": 1.25, "y": 0.84652700343527 }, { "x": 1.3, "y": 0.86435412722205 }, { "x": 1.35, "y": 0.88011729086462 }, { "x": 1.4, "y": 0.89404097032829 }, { "x": 1.45, "y": 0.90633037517123 }, { "x": 1.5, "y": 0.9171714809983 }, { "x": 1.55, "y": 0.92673167937581 }, { "x": 1.6, "y": 0.93516081245801 }, { "x": 1.65, "y": 0.94259242556462 }, { "x": 1.7, "y": 0.94914512062436 }, { "x": 1.75, "y": 0.95492393029455 }, { "x": 1.8, "y": 0.96002165961749 }, { "x": 1.85, "y": 0.96452016164238 }, { "x": 1.9, "y": 0.96849152739089 }, { "x": 1.95, "y": 0.97199918031576 }, { "x": 2, "y": 0.97509887210108 }, { "x": 2.05, "y": 0.9778395811132 }, { "x": 2.1, "y": 0.98026431766073 }, { "x": 2.15, "y": 0.98241084192517 }, { "x": 2.2, "y": 0.98431230132504 }, { "x": 2.25, "y": 0.98599779442606 }, { "x": 2.3, "y": 0.98749286849185 }, { "x": 2.35, "y": 0.9888199575133 }, { "x": 2.4, "y": 0.98999876715404 }, { "x": 2.45, "y": 0.99104661256973 }, { "x": 2.5, "y": 0.99197871454401 }, { "x": 2.55, "y": 0.99280845886522 }, { "x": 2.6, "y": 0.99354762336419 }, { "x": 2.65, "y": 0.99420657655711 }, { "x": 2.7, "y": 0.99479445139497 }, { "x": 2.75, "y": 0.99531929721635 }, { "x": 2.8, "y": 0.99578821263324 }, { "x": 2.85, "y": 0.99620746174989 }, { "x": 2.9, "y": 0.99658257582073 }, { "x": 2.95, "y": 0.99691844219159 }, { "x": 3, "y": 0.99721938213769 }, { "x": 3.05, "y": 0.99748921900824 }, { "x": 3.1, "y": 0.99773133790824 }, { "x": 3.15, "y": 0.99794873799152 }, { "x": 3.2, "y": 0.99814407830131 }, { "x": 3.25, "y": 0.99831971797508 }, { "x": 3.3, "y": 0.99847775152507 }, { "x": 3.35, "y": 0.9986200398151 }, { "x": 3.4, "y": 0.99874823727421 }, { "x": 3.45, "y": 0.99886381581851 }, { "x": 3.5, "y": 0.99896808589232 }, { "x": 3.55, "y": 0.99906221498686 }, { "x": 3.6, "y": 0.99914724394927 }, { "x": 3.65, "y": 0.99922410135477 }, { "x": 3.7, "y": 0.99929361618023 }, { "x": 3.75, "y": 0.99935652898709 }, { "x": 3.8, "y": 0.99941350179555 }, { "x": 3.85, "y": 0.99946512680889 }, { "x": 3.9, "y": 0.99951193412691 }, { "x": 3.94999999999999, "y": 0.99955439857014 }, { "x": 3.99999999999999, "y": 0.99959294572145 } ] }, { "id": 578, "curve_id": "E14.5", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Large water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.139262067898144, "sigma": 0.45000000215510327, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.139, σ=0.450, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.0927E-10 }, { "x": 0.1, "y": 7.6458855E-07 }, { "x": 0.15, "y": 4.685020218E-05 }, { "x": 0.2, "y": 0.00054335815658 }, { "x": 0.25, "y": 0.00279265241541 }, { "x": 0.3, "y": 0.00899014279547 }, { "x": 0.35, "y": 0.0215125219019 }, { "x": 0.4, "y": 0.04210804975012 }, { "x": 0.45, "y": 0.07146178396945 }, { "x": 0.5, "y": 0.10918839933871 }, { "x": 0.55, "y": 0.15408833131951 }, { "x": 0.6, "y": 0.20448805624015 }, { "x": 0.65, "y": 0.25854936030674 }, { "x": 0.7, "y": 0.31449826442816 }, { "x": 0.75, "y": 0.37076714329657 }, { "x": 0.8, "y": 0.42606425326721 }, { "x": 0.85, "y": 0.47939107349256 }, { "x": 0.9, "y": 0.5300266213921 }, { "x": 0.95, "y": 0.57749381512647 }, { "x": 1, "y": 0.62151846475327 }, { "x": 1.05, "y": 0.66198763457861 }, { "x": 1.1, "y": 0.69891122993737 }, { "x": 1.15, "y": 0.7323886698205 }, { "x": 1.2, "y": 0.76258123415124 }, { "x": 1.25, "y": 0.78968992595266 }, { "x": 1.3, "y": 0.81393829642494 }, { "x": 1.35, "y": 0.83555951668054 }, { "x": 1.4, "y": 0.85478695223233 }, { "x": 1.45, "y": 0.8718475438318 }, { "x": 1.5, "y": 0.88695738156497 }, { "x": 1.55, "y": 0.90031895433971 }, { "x": 1.6, "y": 0.91211965046119 }, { "x": 1.65, "y": 0.92253116992464 }, { "x": 1.7, "y": 0.93170958243901 }, { "x": 1.75, "y": 0.93979582647229 }, { "x": 1.8, "y": 0.946916494489 }, { "x": 1.85, "y": 0.95318478934044 }, { "x": 1.9, "y": 0.95870156797677 }, { "x": 1.95, "y": 0.96355641276508 }, { "x": 2, "y": 0.96782868907265 }, { "x": 2.05, "y": 0.97158856158446 }, { "x": 2.1, "y": 0.97489795205472 }, { "x": 2.15, "y": 0.97781142865109 }, { "x": 2.2, "y": 0.98037702238769 }, { "x": 2.25, "y": 0.98263696987432 }, { "x": 2.3, "y": 0.98462838413886 }, { "x": 2.35, "y": 0.98638385691917 }, { "x": 2.4, "y": 0.98793199681266 }, { "x": 2.45, "y": 0.98929790819584 }, { "x": 2.5, "y": 0.99050361602322 }, { "x": 2.55, "y": 0.9915684415855 }, { "x": 2.6, "y": 0.99250933412857 }, { "x": 2.65, "y": 0.99334116296236 }, { "x": 2.7, "y": 0.99407697436215 }, { "x": 2.75, "y": 0.99472821721303 }, { "x": 2.8, "y": 0.99530494099073 }, { "x": 2.85, "y": 0.99581596932173 }, { "x": 2.9, "y": 0.99626905203154 }, { "x": 2.95, "y": 0.99667099827735 }, { "x": 3, "y": 0.99702779307226 }, { "x": 3.05, "y": 0.99734469924477 }, { "x": 3.1, "y": 0.99762634663819 }, { "x": 3.15, "y": 0.9978768101402 }, { "x": 3.2, "y": 0.99809967794079 }, { "x": 3.25, "y": 0.99829811124568 }, { "x": 3.3, "y": 0.99847489652156 }, { "x": 3.35, "y": 0.99863249121495 }, { "x": 3.4, "y": 0.99877306376908 }, { "x": 3.45, "y": 0.99889852865927 }, { "x": 3.5, "y": 0.99901057707623 }, { "x": 3.55, "y": 0.99911070380699 }, { "x": 3.6, "y": 0.99920023079338 }, { "x": 3.65, "y": 0.9992803277867 }, { "x": 3.7, "y": 0.99935203046423 }, { "x": 3.75, "y": 0.99941625632623 }, { "x": 3.8, "y": 0.99947381865195 }, { "x": 3.85, "y": 0.99952543875713 }, { "x": 3.9, "y": 0.99957175676517 }, { "x": 3.94999999999999, "y": 0.99961334107677 }, { "x": 3.99999999999999, "y": 0.99965069669962 } ] }, { "id": 579, "curve_id": "E14.6", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Large water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.139262067898144, "sigma": 0.45000000215510327, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.139, σ=0.450, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.0927E-10 }, { "x": 0.1, "y": 7.6458855E-07 }, { "x": 0.15, "y": 4.685020218E-05 }, { "x": 0.2, "y": 0.00054335815658 }, { "x": 0.25, "y": 0.00279265241541 }, { "x": 0.3, "y": 0.00899014279547 }, { "x": 0.35, "y": 0.0215125219019 }, { "x": 0.4, "y": 0.04210804975012 }, { "x": 0.45, "y": 0.07146178396945 }, { "x": 0.5, "y": 0.10918839933871 }, { "x": 0.55, "y": 0.15408833131951 }, { "x": 0.6, "y": 0.20448805624015 }, { "x": 0.65, "y": 0.25854936030674 }, { "x": 0.7, "y": 0.31449826442816 }, { "x": 0.75, "y": 0.37076714329657 }, { "x": 0.8, "y": 0.42606425326721 }, { "x": 0.85, "y": 0.47939107349256 }, { "x": 0.9, "y": 0.5300266213921 }, { "x": 0.95, "y": 0.57749381512647 }, { "x": 1, "y": 0.62151846475327 }, { "x": 1.05, "y": 0.66198763457861 }, { "x": 1.1, "y": 0.69891122993737 }, { "x": 1.15, "y": 0.7323886698205 }, { "x": 1.2, "y": 0.76258123415124 }, { "x": 1.25, "y": 0.78968992595266 }, { "x": 1.3, "y": 0.81393829642494 }, { "x": 1.35, "y": 0.83555951668054 }, { "x": 1.4, "y": 0.85478695223233 }, { "x": 1.45, "y": 0.8718475438318 }, { "x": 1.5, "y": 0.88695738156497 }, { "x": 1.55, "y": 0.90031895433971 }, { "x": 1.6, "y": 0.91211965046119 }, { "x": 1.65, "y": 0.92253116992464 }, { "x": 1.7, "y": 0.93170958243901 }, { "x": 1.75, "y": 0.93979582647229 }, { "x": 1.8, "y": 0.946916494489 }, { "x": 1.85, "y": 0.95318478934044 }, { "x": 1.9, "y": 0.95870156797677 }, { "x": 1.95, "y": 0.96355641276508 }, { "x": 2, "y": 0.96782868907265 }, { "x": 2.05, "y": 0.97158856158446 }, { "x": 2.1, "y": 0.97489795205472 }, { "x": 2.15, "y": 0.97781142865109 }, { "x": 2.2, "y": 0.98037702238769 }, { "x": 2.25, "y": 0.98263696987432 }, { "x": 2.3, "y": 0.98462838413886 }, { "x": 2.35, "y": 0.98638385691917 }, { "x": 2.4, "y": 0.98793199681266 }, { "x": 2.45, "y": 0.98929790819584 }, { "x": 2.5, "y": 0.99050361602322 }, { "x": 2.55, "y": 0.9915684415855 }, { "x": 2.6, "y": 0.99250933412857 }, { "x": 2.65, "y": 0.99334116296236 }, { "x": 2.7, "y": 0.99407697436215 }, { "x": 2.75, "y": 0.99472821721303 }, { "x": 2.8, "y": 0.99530494099073 }, { "x": 2.85, "y": 0.99581596932173 }, { "x": 2.9, "y": 0.99626905203154 }, { "x": 2.95, "y": 0.99667099827735 }, { "x": 3, "y": 0.99702779307226 }, { "x": 3.05, "y": 0.99734469924477 }, { "x": 3.1, "y": 0.99762634663819 }, { "x": 3.15, "y": 0.9978768101402 }, { "x": 3.2, "y": 0.99809967794079 }, { "x": 3.25, "y": 0.99829811124568 }, { "x": 3.3, "y": 0.99847489652156 }, { "x": 3.35, "y": 0.99863249121495 }, { "x": 3.4, "y": 0.99877306376908 }, { "x": 3.45, "y": 0.99889852865927 }, { "x": 3.5, "y": 0.99901057707623 }, { "x": 3.55, "y": 0.99911070380699 }, { "x": 3.6, "y": 0.99920023079338 }, { "x": 3.65, "y": 0.9992803277867 }, { "x": 3.7, "y": 0.99935203046423 }, { "x": 3.75, "y": 0.99941625632623 }, { "x": 3.8, "y": 0.99947381865195 }, { "x": 3.85, "y": 0.99952543875713 }, { "x": 3.9, "y": 0.99957175676517 }, { "x": 3.94999999999999, "y": 0.99961334107677 }, { "x": 3.99999999999999, "y": 0.99965069669962 } ] }, { "id": 580, "curve_id": "E15.1", "sector": "Water", "ci_type": "Water well", "ci_desc": "Wells", "ci_detail": "Anchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.328504066973693, "sigma": 0.650000000005404, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.329, σ=0.650, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.035365792E-05 }, { "x": 0.1, "y": 0.00119453810451 }, { "x": 0.15, "y": 0.00790537116687 }, { "x": 0.2, "y": 0.02438096274265 }, { "x": 0.25, "y": 0.05182930315432 }, { "x": 0.3, "y": 0.08901025035312 }, { "x": 0.35, "y": 0.13355983182872 }, { "x": 0.4, "y": 0.18292157227776 }, { "x": 0.45, "y": 0.23481459803563 }, { "x": 0.5, "y": 0.28740237978114 }, { "x": 0.55, "y": 0.33930583983298 }, { "x": 0.6, "y": 0.38954899450312 }, { "x": 0.65, "y": 0.43748369050624 }, { "x": 0.7, "y": 0.48271532832868 }, { "x": 0.75, "y": 0.52503833880444 }, { "x": 0.8, "y": 0.56438373052599 }, { "x": 0.85, "y": 0.60077814463054 }, { "x": 0.9, "y": 0.63431277133319 }, { "x": 0.95, "y": 0.66512025293105 }, { "x": 1, "y": 0.6933578357149 }, { "x": 1.05, "y": 0.71919530004624 }, { "x": 1.1, "y": 0.74280648348589 }, { "x": 1.15, "y": 0.76436347029279 }, { "x": 1.2, "y": 0.78403273691606 }, { "x": 1.25, "y": 0.80197271645756 }, { "x": 1.3, "y": 0.81833238035362 }, { "x": 1.35, "y": 0.83325053924404 }, { "x": 1.4, "y": 0.8468556435668 }, { "x": 1.45, "y": 0.85926592341771 }, { "x": 1.5, "y": 0.87058975122576 }, { "x": 1.55, "y": 0.88092614344732 }, { "x": 1.6, "y": 0.89036534159313 }, { "x": 1.65, "y": 0.89898943062454 }, { "x": 1.7, "y": 0.90687296572 }, { "x": 1.75, "y": 0.91408358784733 }, { "x": 1.8, "y": 0.92068261539858 }, { "x": 1.85, "y": 0.92672560403816 }, { "x": 1.9, "y": 0.93226287039085 }, { "x": 1.95, "y": 0.93733997763257 }, { "x": 2, "y": 0.94199818272333 }, { "x": 2.05, "y": 0.94627484614758 }, { "x": 2.1, "y": 0.95020380575349 }, { "x": 2.15, "y": 0.95381571672411 }, { "x": 2.2, "y": 0.95713835995223 }, { "x": 2.25, "y": 0.96019692118794 }, { "x": 2.3, "y": 0.96301424332802 }, { "x": 2.35, "y": 0.96561105415187 }, { "x": 2.4, "y": 0.96800617170234 }, { "x": 2.45, "y": 0.97021668937944 }, { "x": 2.5, "y": 0.97225814267059 }, { "x": 2.55, "y": 0.9741446592933 }, { "x": 2.6, "y": 0.97588909437819 }, { "x": 2.65, "y": 0.9775031521778 }, { "x": 2.7, "y": 0.97899749565102 }, { "x": 2.75, "y": 0.98038184514534 }, { "x": 2.8, "y": 0.98166506728158 }, { "x": 2.85, "y": 0.98285525503665 }, { "x": 2.9, "y": 0.98395979992041 }, { "x": 2.95, "y": 0.98498545705244 }, { "x": 3, "y": 0.98593840386186 }, { "x": 3.05, "y": 0.98682429305951 }, { "x": 3.1, "y": 0.98764830046456 }, { "x": 3.15, "y": 0.98841516820732 }, { "x": 3.2, "y": 0.98912924377614 }, { "x": 3.25, "y": 0.98979451532719 }, { "x": 3.3, "y": 0.99041464363297 }, { "x": 3.35, "y": 0.99099299100585 }, { "x": 3.4, "y": 0.99153264749826 }, { "x": 3.45, "y": 0.99203645465012 }, { "x": 3.5, "y": 0.9925070270255 }, { "x": 3.55, "y": 0.99294677175644 }, { "x": 3.6, "y": 0.99335790628864 }, { "x": 3.65, "y": 0.99374247450425 }, { "x": 3.7, "y": 0.99410236137912 }, { "x": 3.75, "y": 0.99443930631561 }, { "x": 3.8, "y": 0.99475491527791 }, { "x": 3.85, "y": 0.99505067184426 }, { "x": 3.9, "y": 0.99532794727846 }, { "x": 3.94999999999999, "y": 0.99558800971341 }, { "x": 3.99999999999999, "y": 0.99583203252976 } ] }, { "id": 581, "curve_id": "E17.1", "sector": "Water", "ci_type": "Others", "ci_desc": "Small pumping plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.415515443985389, "sigma": 0.65000000008127556, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.416, σ=0.650, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.60020793E-05 }, { "x": 0.1, "y": 0.00184694725695 }, { "x": 0.15, "y": 0.01132189856382 }, { "x": 0.2, "y": 0.03311943254972 }, { "x": 0.25, "y": 0.06765238897713 }, { "x": 0.3, "y": 0.11256274559836 }, { "x": 0.35, "y": 0.16456780759341 }, { "x": 0.4, "y": 0.22052435305545 }, { "x": 0.45, "y": 0.27785723699364 }, { "x": 0.5, "y": 0.33464386976368 }, { "x": 0.55, "y": 0.38954899450312 }, { "x": 0.6, "y": 0.44171162374542 }, { "x": 0.65, "y": 0.49063033825305 }, { "x": 0.7, "y": 0.53606452738734 }, { "x": 0.75, "y": 0.57795582460147 }, { "x": 0.8, "y": 0.6163684475233 }, { "x": 0.85, "y": 0.65144529477753 }, { "x": 0.9, "y": 0.68337641237641 }, { "x": 0.95, "y": 0.71237682872869 }, { "x": 1, "y": 0.73867131807852 }, { "x": 1.05, "y": 0.7624841986299 }, { "x": 1.1, "y": 0.78403273691606 }, { "x": 1.15, "y": 0.80352310104441 }, { "x": 1.2, "y": 0.82114809056649 }, { "x": 1.25, "y": 0.83708608480356 }, { "x": 1.3, "y": 0.8515008097732 }, { "x": 1.35, "y": 0.86454163969862 }, { "x": 1.4, "y": 0.87634423317228 }, { "x": 1.45, "y": 0.88703136470284 }, { "x": 1.5, "y": 0.89671385588582 }, { "x": 1.55, "y": 0.90549154147925 }, { "x": 1.6, "y": 0.91345422767974 }, { "x": 1.65, "y": 0.92068261539858 }, { "x": 1.7, "y": 0.92724917216454 }, { "x": 1.75, "y": 0.93321894375613 }, { "x": 1.8, "y": 0.93865030175354 }, { "x": 1.85, "y": 0.94359562659 }, { "x": 1.9, "y": 0.94810192787466 }, { "x": 1.95, "y": 0.95221140511097 }, { "x": 2, "y": 0.95596195270456 }, { "x": 2.05, "y": 0.95938761352481 }, { "x": 2.1, "y": 0.96251898538638 }, { "x": 2.15, "y": 0.96538358474314 }, { "x": 2.2, "y": 0.96800617170234 }, { "x": 2.25, "y": 0.97040904021681 }, { "x": 2.3, "y": 0.97261227702926 }, { "x": 2.35, "y": 0.97463399264601 }, { "x": 2.4, "y": 0.97649052732212 }, { "x": 2.45, "y": 0.97819663475522 }, { "x": 2.5, "y": 0.97976564591582 }, { "x": 2.55, "y": 0.9812096151922 }, { "x": 2.6, "y": 0.9825394507974 }, { "x": 2.65, "y": 0.98376503117668 }, { "x": 2.7, "y": 0.98489530896353 }, { "x": 2.75, "y": 0.98593840386186 }, { "x": 2.8, "y": 0.98690168567842 }, { "x": 2.85, "y": 0.98779184859259 }, { "x": 2.9, "y": 0.98861497762846 }, { "x": 2.95, "y": 0.98937660818555 }, { "x": 3, "y": 0.99008177938769 }, { "x": 3.05, "y": 0.99073508192412 }, { "x": 3.1, "y": 0.99134070098064 }, { "x": 3.15, "y": 0.99190245479172 }, { "x": 3.2, "y": 0.99242382928424 }, { "x": 3.25, "y": 0.99290800923147 }, { "x": 3.3, "y": 0.99335790628864 }, { "x": 3.35, "y": 0.99377618424027 }, { "x": 3.4, "y": 0.99416528175304 }, { "x": 3.45, "y": 0.99452743289516 }, { "x": 3.5, "y": 0.99486468565484 }, { "x": 3.55, "y": 0.99517891866488 }, { "x": 3.6, "y": 0.99547185631784 }, { "x": 3.65, "y": 0.99574508243643 }, { "x": 3.7, "y": 0.99600005264575 }, { "x": 3.75, "y": 0.99623810557864 }, { "x": 3.8, "y": 0.99646047303107 }, { "x": 3.85, "y": 0.99666828917244 }, { "x": 3.9, "y": 0.99686259890422 }, { "x": 3.94999999999999, "y": 0.99704436545107 }, { "x": 3.99999999999999, "y": 0.99721447725931 } ] }, { "id": 582, "curve_id": "E17.2", "sector": "Water", "ci_type": "Others", "ci_desc": "Small pumping plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.415515443985389, "sigma": 0.65000000008127556, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.416, σ=0.650, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.60020793E-05 }, { "x": 0.1, "y": 0.00184694725695 }, { "x": 0.15, "y": 0.01132189856382 }, { "x": 0.2, "y": 0.03311943254972 }, { "x": 0.25, "y": 0.06765238897713 }, { "x": 0.3, "y": 0.11256274559836 }, { "x": 0.35, "y": 0.16456780759341 }, { "x": 0.4, "y": 0.22052435305545 }, { "x": 0.45, "y": 0.27785723699364 }, { "x": 0.5, "y": 0.33464386976368 }, { "x": 0.55, "y": 0.38954899450312 }, { "x": 0.6, "y": 0.44171162374542 }, { "x": 0.65, "y": 0.49063033825305 }, { "x": 0.7, "y": 0.53606452738734 }, { "x": 0.75, "y": 0.57795582460147 }, { "x": 0.8, "y": 0.6163684475233 }, { "x": 0.85, "y": 0.65144529477753 }, { "x": 0.9, "y": 0.68337641237641 }, { "x": 0.95, "y": 0.71237682872869 }, { "x": 1, "y": 0.73867131807852 }, { "x": 1.05, "y": 0.7624841986299 }, { "x": 1.1, "y": 0.78403273691606 }, { "x": 1.15, "y": 0.80352310104441 }, { "x": 1.2, "y": 0.82114809056649 }, { "x": 1.25, "y": 0.83708608480356 }, { "x": 1.3, "y": 0.8515008097732 }, { "x": 1.35, "y": 0.86454163969862 }, { "x": 1.4, "y": 0.87634423317228 }, { "x": 1.45, "y": 0.88703136470284 }, { "x": 1.5, "y": 0.89671385588582 }, { "x": 1.55, "y": 0.90549154147925 }, { "x": 1.6, "y": 0.91345422767974 }, { "x": 1.65, "y": 0.92068261539858 }, { "x": 1.7, "y": 0.92724917216454 }, { "x": 1.75, "y": 0.93321894375613 }, { "x": 1.8, "y": 0.93865030175354 }, { "x": 1.85, "y": 0.94359562659 }, { "x": 1.9, "y": 0.94810192787466 }, { "x": 1.95, "y": 0.95221140511097 }, { "x": 2, "y": 0.95596195270456 }, { "x": 2.05, "y": 0.95938761352481 }, { "x": 2.1, "y": 0.96251898538638 }, { "x": 2.15, "y": 0.96538358474314 }, { "x": 2.2, "y": 0.96800617170234 }, { "x": 2.25, "y": 0.97040904021681 }, { "x": 2.3, "y": 0.97261227702926 }, { "x": 2.35, "y": 0.97463399264601 }, { "x": 2.4, "y": 0.97649052732212 }, { "x": 2.45, "y": 0.97819663475522 }, { "x": 2.5, "y": 0.97976564591582 }, { "x": 2.55, "y": 0.9812096151922 }, { "x": 2.6, "y": 0.9825394507974 }, { "x": 2.65, "y": 0.98376503117668 }, { "x": 2.7, "y": 0.98489530896353 }, { "x": 2.75, "y": 0.98593840386186 }, { "x": 2.8, "y": 0.98690168567842 }, { "x": 2.85, "y": 0.98779184859259 }, { "x": 2.9, "y": 0.98861497762846 }, { "x": 2.95, "y": 0.98937660818555 }, { "x": 3, "y": 0.99008177938769 }, { "x": 3.05, "y": 0.99073508192412 }, { "x": 3.1, "y": 0.99134070098064 }, { "x": 3.15, "y": 0.99190245479172 }, { "x": 3.2, "y": 0.99242382928424 }, { "x": 3.25, "y": 0.99290800923147 }, { "x": 3.3, "y": 0.99335790628864 }, { "x": 3.35, "y": 0.99377618424027 }, { "x": 3.4, "y": 0.99416528175304 }, { "x": 3.45, "y": 0.99452743289516 }, { "x": 3.5, "y": 0.99486468565484 }, { "x": 3.55, "y": 0.99517891866488 }, { "x": 3.6, "y": 0.99547185631784 }, { "x": 3.65, "y": 0.99574508243643 }, { "x": 3.7, "y": 0.99600005264575 }, { "x": 3.75, "y": 0.99623810557864 }, { "x": 3.8, "y": 0.99646047303107 }, { "x": 3.85, "y": 0.99666828917244 }, { "x": 3.9, "y": 0.99686259890422 }, { "x": 3.94999999999999, "y": 0.99704436545107 }, { "x": 3.99999999999999, "y": 0.99721447725931 } ] }, { "id": 583, "curve_id": "E17.3", "sector": "Water", "ci_type": "Others", "ci_desc": "Medium/large pumping plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.261364764134563, "sigma": 0.65000000000049352, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.261, σ=0.650, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.295523527E-05 }, { "x": 0.1, "y": 0.0008437622691 }, { "x": 0.15, "y": 0.00592556314312 }, { "x": 0.2, "y": 0.01904157380476 }, { "x": 0.25, "y": 0.04175612978069 }, { "x": 0.3, "y": 0.07350608685602 }, { "x": 0.35, "y": 0.11256274559836 }, { "x": 0.4, "y": 0.15682844851602 }, { "x": 0.45, "y": 0.20429605705161 }, { "x": 0.5, "y": 0.25325535461367 }, { "x": 0.55, "y": 0.30235138616514 }, { "x": 0.6, "y": 0.350568555683 }, { "x": 0.65, "y": 0.39718379332406 }, { "x": 0.7, "y": 0.44171162374542 }, { "x": 0.75, "y": 0.4838519704793 }, { "x": 0.8, "y": 0.52344503886041 }, { "x": 0.85, "y": 0.56043434026705 }, { "x": 0.9, "y": 0.59483740520367 }, { "x": 0.95, "y": 0.6267231404584 }, { "x": 1, "y": 0.65619465009181 }, { "x": 1.05, "y": 0.68337641237641 }, { "x": 1.1, "y": 0.70840485687375 }, { "x": 1.15, "y": 0.7314215548738 }, { "x": 1.2, "y": 0.75256839416902 }, { "x": 1.25, "y": 0.77198424493461 }, { "x": 1.3, "y": 0.78980273523777 }, { "x": 1.35, "y": 0.8061508441327 }, { "x": 1.4, "y": 0.82114809056649 }, { "x": 1.45, "y": 0.8349061508335 }, { "x": 1.5, "y": 0.84752877921746 }, { "x": 1.55, "y": 0.85911193844954 }, { "x": 1.6, "y": 0.86974407089738 }, { "x": 1.65, "y": 0.87950645975706 }, { "x": 1.7, "y": 0.88847364333745 }, { "x": 1.75, "y": 0.89671385588582 }, { "x": 1.8, "y": 0.90428947613878 }, { "x": 1.85, "y": 0.91125747053102 }, { "x": 1.9, "y": 0.91766982224389 }, { "x": 1.95, "y": 0.92357394039657 }, { "x": 2, "y": 0.92901304595549 }, { "x": 2.05, "y": 0.93402653257585 }, { "x": 2.1, "y": 0.93865030175354 }, { "x": 2.15, "y": 0.94291707247757 }, { "x": 2.2, "y": 0.9468566661246 }, { "x": 2.25, "y": 0.95049626769656 }, { "x": 2.3, "y": 0.95386066472197 }, { "x": 2.35, "y": 0.95697246526002 }, { "x": 2.4, "y": 0.95985229649273 }, { "x": 2.45, "y": 0.96251898538638 }, { "x": 2.5, "y": 0.96498972286454 }, { "x": 2.55, "y": 0.96728021287381 }, { "x": 2.6, "y": 0.96940480764779 }, { "x": 2.65, "y": 0.97137663039155 }, { "x": 2.7, "y": 0.97320768652243 }, { "x": 2.75, "y": 0.9749089645161 }, { "x": 2.8, "y": 0.97649052732212 }, { "x": 2.85, "y": 0.97796159523217 }, { "x": 2.9, "y": 0.97933062100669 }, { "x": 2.95, "y": 0.98060535799419 }, { "x": 3, "y": 0.98179292190984 }, { "x": 3.05, "y": 0.98289984687846 }, { "x": 3.1, "y": 0.98393213629002 }, { "x": 3.15, "y": 0.98489530896353 }, { "x": 3.2, "y": 0.98579444106791 }, { "x": 3.25, "y": 0.98663420420507 }, { "x": 3.3, "y": 0.98741890002118 }, { "x": 3.35, "y": 0.98815249167664 }, { "x": 3.4, "y": 0.98883863247299 }, { "x": 3.45, "y": 0.98948069190596 }, { "x": 3.5, "y": 0.99008177938769 }, { "x": 3.55, "y": 0.99064476585724 }, { "x": 3.6, "y": 0.99117230347738 }, { "x": 3.65, "y": 0.9916668435963 }, { "x": 3.7, "y": 0.99213065313551 }, { "x": 3.75, "y": 0.99256582954965 }, { "x": 3.8, "y": 0.99297431448969 }, { "x": 3.85, "y": 0.99335790628864 }, { "x": 3.9, "y": 0.99371827137703 }, { "x": 3.94999999999999, "y": 0.99405695472564 }, { "x": 3.99999999999999, "y": 0.99437538940312 } ] }, { "id": 584, "curve_id": "E17.4", "sector": "Water", "ci_type": "Others", "ci_desc": "Medium/large pumping plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.261364764134563, "sigma": 0.65000000000049352, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.261, σ=0.650, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.295523527E-05 }, { "x": 0.1, "y": 0.0008437622691 }, { "x": 0.15, "y": 0.00592556314312 }, { "x": 0.2, "y": 0.01904157380476 }, { "x": 0.25, "y": 0.04175612978069 }, { "x": 0.3, "y": 0.07350608685602 }, { "x": 0.35, "y": 0.11256274559836 }, { "x": 0.4, "y": 0.15682844851602 }, { "x": 0.45, "y": 0.20429605705161 }, { "x": 0.5, "y": 0.25325535461367 }, { "x": 0.55, "y": 0.30235138616514 }, { "x": 0.6, "y": 0.350568555683 }, { "x": 0.65, "y": 0.39718379332406 }, { "x": 0.7, "y": 0.44171162374542 }, { "x": 0.75, "y": 0.4838519704793 }, { "x": 0.8, "y": 0.52344503886041 }, { "x": 0.85, "y": 0.56043434026705 }, { "x": 0.9, "y": 0.59483740520367 }, { "x": 0.95, "y": 0.6267231404584 }, { "x": 1, "y": 0.65619465009181 }, { "x": 1.05, "y": 0.68337641237641 }, { "x": 1.1, "y": 0.70840485687375 }, { "x": 1.15, "y": 0.7314215548738 }, { "x": 1.2, "y": 0.75256839416902 }, { "x": 1.25, "y": 0.77198424493461 }, { "x": 1.3, "y": 0.78980273523777 }, { "x": 1.35, "y": 0.8061508441327 }, { "x": 1.4, "y": 0.82114809056649 }, { "x": 1.45, "y": 0.8349061508335 }, { "x": 1.5, "y": 0.84752877921746 }, { "x": 1.55, "y": 0.85911193844954 }, { "x": 1.6, "y": 0.86974407089738 }, { "x": 1.65, "y": 0.87950645975706 }, { "x": 1.7, "y": 0.88847364333745 }, { "x": 1.75, "y": 0.89671385588582 }, { "x": 1.8, "y": 0.90428947613878 }, { "x": 1.85, "y": 0.91125747053102 }, { "x": 1.9, "y": 0.91766982224389 }, { "x": 1.95, "y": 0.92357394039657 }, { "x": 2, "y": 0.92901304595549 }, { "x": 2.05, "y": 0.93402653257585 }, { "x": 2.1, "y": 0.93865030175354 }, { "x": 2.15, "y": 0.94291707247757 }, { "x": 2.2, "y": 0.9468566661246 }, { "x": 2.25, "y": 0.95049626769656 }, { "x": 2.3, "y": 0.95386066472197 }, { "x": 2.35, "y": 0.95697246526002 }, { "x": 2.4, "y": 0.95985229649273 }, { "x": 2.45, "y": 0.96251898538638 }, { "x": 2.5, "y": 0.96498972286454 }, { "x": 2.55, "y": 0.96728021287381 }, { "x": 2.6, "y": 0.96940480764779 }, { "x": 2.65, "y": 0.97137663039155 }, { "x": 2.7, "y": 0.97320768652243 }, { "x": 2.75, "y": 0.9749089645161 }, { "x": 2.8, "y": 0.97649052732212 }, { "x": 2.85, "y": 0.97796159523217 }, { "x": 2.9, "y": 0.97933062100669 }, { "x": 2.95, "y": 0.98060535799419 }, { "x": 3, "y": 0.98179292190984 }, { "x": 3.05, "y": 0.98289984687846 }, { "x": 3.1, "y": 0.98393213629002 }, { "x": 3.15, "y": 0.98489530896353 }, { "x": 3.2, "y": 0.98579444106791 }, { "x": 3.25, "y": 0.98663420420507 }, { "x": 3.3, "y": 0.98741890002118 }, { "x": 3.35, "y": 0.98815249167664 }, { "x": 3.4, "y": 0.98883863247299 }, { "x": 3.45, "y": 0.98948069190596 }, { "x": 3.5, "y": 0.99008177938769 }, { "x": 3.55, "y": 0.99064476585724 }, { "x": 3.6, "y": 0.99117230347738 }, { "x": 3.65, "y": 0.9916668435963 }, { "x": 3.7, "y": 0.99213065313551 }, { "x": 3.75, "y": 0.99256582954965 }, { "x": 3.8, "y": 0.99297431448969 }, { "x": 3.85, "y": 0.99335790628864 }, { "x": 3.9, "y": 0.99371827137703 }, { "x": 3.94999999999999, "y": 0.99405695472564 }, { "x": 3.99999999999999, "y": 0.99437538940312 } ] }, { "id": 585, "curve_id": "E18.1", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Small wastewater treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.733969175295869, "sigma": 0.50000000090630459, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.734, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.0408894E-06 }, { "x": 0.1, "y": 0.00085275605073 }, { "x": 0.15, "y": 0.01000123284596 }, { "x": 0.2, "y": 0.03997834038251 }, { "x": 0.25, "y": 0.09600596378901 }, { "x": 0.3, "y": 0.17360691875027 }, { "x": 0.35, "y": 0.26378953638951 }, { "x": 0.4, "y": 0.35768891376316 }, { "x": 0.45, "y": 0.44864834381817 }, { "x": 0.5, "y": 0.53253509007998 }, { "x": 0.55, "y": 0.6072906166292 }, { "x": 0.6, "y": 0.67230506428846 }, { "x": 0.65, "y": 0.727866293286 }, { "x": 0.7, "y": 0.77475202570772 }, { "x": 0.75, "y": 0.8139573810561 }, { "x": 0.8, "y": 0.84652700343527 }, { "x": 0.85, "y": 0.87346004569347 }, { "x": 0.9, "y": 0.89566252315953 }, { "x": 0.95, "y": 0.91392874121419 }, { "x": 1, "y": 0.92893951510193 }, { "x": 1.05, "y": 0.94126932938846 }, { "x": 1.1, "y": 0.95139762606663 }, { "x": 1.15, "y": 0.95972140489204 }, { "x": 1.2, "y": 0.96656758159108 }, { "x": 1.25, "y": 0.9722043225604 }, { "x": 1.3, "y": 0.97685103176238 }, { "x": 1.35, "y": 0.98068692401775 }, { "x": 1.4, "y": 0.98385825568146 }, { "x": 1.45, "y": 0.98648434791899 }, { "x": 1.5, "y": 0.98866256026023 }, { "x": 1.55, "y": 0.9904723716868 }, { "x": 1.6, "y": 0.99197871454401 }, { "x": 1.65, "y": 0.99323468967776 }, { "x": 1.7, "y": 0.99428377309626 }, { "x": 1.75, "y": 0.9951616071123 }, { "x": 1.8, "y": 0.99589745326514 }, { "x": 1.85, "y": 0.99651537069324 }, { "x": 1.9, "y": 0.99703517204578 }, { "x": 1.95, "y": 0.9974731993363 }, { "x": 2, "y": 0.99784295413725 }, { "x": 2.05, "y": 0.99815560995375 }, { "x": 2.1, "y": 0.99842042926963 }, { "x": 2.15, "y": 0.99864510342321 }, { "x": 2.2, "y": 0.99883602996358 }, { "x": 2.25, "y": 0.9989985393089 }, { "x": 2.3, "y": 0.9991370802479 }, { "x": 2.35, "y": 0.99925537198939 }, { "x": 2.4, "y": 0.99935652898709 }, { "x": 2.45, "y": 0.99944316357679 }, { "x": 2.5, "y": 0.99951747050532 }, { "x": 2.55, "y": 0.9995812966583 }, { "x": 2.6, "y": 0.99963619867185 }, { "x": 2.65, "y": 0.99968349061045 }, { "x": 2.7, "y": 0.99972428348782 }, { "x": 2.75, "y": 0.99975951807897 }, { "x": 2.8, "y": 0.999789992206 }, { "x": 2.85, "y": 0.99981638346431 }, { "x": 2.9, "y": 0.99983926818115 }, { "x": 2.95, "y": 0.99985913725564 }, { "x": 3, "y": 0.99987640941385 }, { "x": 3.05, "y": 0.9998914423175 }, { "x": 3.1, "y": 0.9999045418882 }, { "x": 3.15, "y": 0.9999159701452 }, { "x": 3.2, "y": 0.99992595180362 }, { "x": 3.25, "y": 0.99993467983706 }, { "x": 3.3, "y": 0.99994232017399 }, { "x": 3.35, "y": 0.99994901566825 }, { "x": 3.4, "y": 0.99995488946074 }, { "x": 3.45, "y": 0.99996004782936 }, { "x": 3.5, "y": 0.99996458260849 }, { "x": 3.55, "y": 0.99996857324574 }, { "x": 3.6, "y": 0.99997208855263 }, { "x": 3.65, "y": 0.99997518819669 }, { "x": 3.7, "y": 0.99997792397479 }, { "x": 3.75, "y": 0.99998034090113 }, { "x": 3.8, "y": 0.99998247813806 }, { "x": 3.85, "y": 0.99998436979331 }, { "x": 3.9, "y": 0.99998604560376 }, { "x": 3.94999999999999, "y": 0.99998753152245 }, { "x": 3.99999999999999, "y": 0.9999888502232 } ] }, { "id": 586, "curve_id": "E18.2", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Small wastewater treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.733969175295869, "sigma": 0.50000000090630459, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.734, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.0408894E-06 }, { "x": 0.1, "y": 0.00085275605073 }, { "x": 0.15, "y": 0.01000123284596 }, { "x": 0.2, "y": 0.03997834038251 }, { "x": 0.25, "y": 0.09600596378901 }, { "x": 0.3, "y": 0.17360691875027 }, { "x": 0.35, "y": 0.26378953638951 }, { "x": 0.4, "y": 0.35768891376316 }, { "x": 0.45, "y": 0.44864834381817 }, { "x": 0.5, "y": 0.53253509007998 }, { "x": 0.55, "y": 0.6072906166292 }, { "x": 0.6, "y": 0.67230506428846 }, { "x": 0.65, "y": 0.727866293286 }, { "x": 0.7, "y": 0.77475202570772 }, { "x": 0.75, "y": 0.8139573810561 }, { "x": 0.8, "y": 0.84652700343527 }, { "x": 0.85, "y": 0.87346004569347 }, { "x": 0.9, "y": 0.89566252315953 }, { "x": 0.95, "y": 0.91392874121419 }, { "x": 1, "y": 0.92893951510193 }, { "x": 1.05, "y": 0.94126932938846 }, { "x": 1.1, "y": 0.95139762606663 }, { "x": 1.15, "y": 0.95972140489204 }, { "x": 1.2, "y": 0.96656758159108 }, { "x": 1.25, "y": 0.9722043225604 }, { "x": 1.3, "y": 0.97685103176238 }, { "x": 1.35, "y": 0.98068692401775 }, { "x": 1.4, "y": 0.98385825568146 }, { "x": 1.45, "y": 0.98648434791899 }, { "x": 1.5, "y": 0.98866256026023 }, { "x": 1.55, "y": 0.9904723716868 }, { "x": 1.6, "y": 0.99197871454401 }, { "x": 1.65, "y": 0.99323468967776 }, { "x": 1.7, "y": 0.99428377309626 }, { "x": 1.75, "y": 0.9951616071123 }, { "x": 1.8, "y": 0.99589745326514 }, { "x": 1.85, "y": 0.99651537069324 }, { "x": 1.9, "y": 0.99703517204578 }, { "x": 1.95, "y": 0.9974731993363 }, { "x": 2, "y": 0.99784295413725 }, { "x": 2.05, "y": 0.99815560995375 }, { "x": 2.1, "y": 0.99842042926963 }, { "x": 2.15, "y": 0.99864510342321 }, { "x": 2.2, "y": 0.99883602996358 }, { "x": 2.25, "y": 0.9989985393089 }, { "x": 2.3, "y": 0.9991370802479 }, { "x": 2.35, "y": 0.99925537198939 }, { "x": 2.4, "y": 0.99935652898709 }, { "x": 2.45, "y": 0.99944316357679 }, { "x": 2.5, "y": 0.99951747050532 }, { "x": 2.55, "y": 0.9995812966583 }, { "x": 2.6, "y": 0.99963619867185 }, { "x": 2.65, "y": 0.99968349061045 }, { "x": 2.7, "y": 0.99972428348782 }, { "x": 2.75, "y": 0.99975951807897 }, { "x": 2.8, "y": 0.999789992206 }, { "x": 2.85, "y": 0.99981638346431 }, { "x": 2.9, "y": 0.99983926818115 }, { "x": 2.95, "y": 0.99985913725564 }, { "x": 3, "y": 0.99987640941385 }, { "x": 3.05, "y": 0.9998914423175 }, { "x": 3.1, "y": 0.9999045418882 }, { "x": 3.15, "y": 0.9999159701452 }, { "x": 3.2, "y": 0.99992595180362 }, { "x": 3.25, "y": 0.99993467983706 }, { "x": 3.3, "y": 0.99994232017399 }, { "x": 3.35, "y": 0.99994901566825 }, { "x": 3.4, "y": 0.99995488946074 }, { "x": 3.45, "y": 0.99996004782936 }, { "x": 3.5, "y": 0.99996458260849 }, { "x": 3.55, "y": 0.99996857324574 }, { "x": 3.6, "y": 0.99997208855263 }, { "x": 3.65, "y": 0.99997518819669 }, { "x": 3.7, "y": 0.99997792397479 }, { "x": 3.75, "y": 0.99998034090113 }, { "x": 3.8, "y": 0.99998247813806 }, { "x": 3.85, "y": 0.99998436979331 }, { "x": 3.9, "y": 0.99998604560376 }, { "x": 3.94999999999999, "y": 0.99998753152245 }, { "x": 3.99999999999999, "y": 0.9999888502232 } ] }, { "id": 587, "curve_id": "E18.3", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Medium waste water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.35667494393875, "sigma": 0.45000000000013513, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.357, σ=0.450, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.25147E-09 }, { "x": 0.1, "y": 7.65276413E-06 }, { "x": 0.15, "y": 0.00030942986586 }, { "x": 0.2, "y": 0.00268533292485 }, { "x": 0.25, "y": 0.01106750421527 }, { "x": 0.3, "y": 0.0298580359056 }, { "x": 0.35, "y": 0.0617403245184 }, { "x": 0.4, "y": 0.10682513142392 }, { "x": 0.45, "y": 0.16308673757045 }, { "x": 0.5, "y": 0.2273157145599 }, { "x": 0.55, "y": 0.29600841294617 }, { "x": 0.6, "y": 0.36596585295417 }, { "x": 0.65, "y": 0.43459620502053 }, { "x": 0.7, "y": 0.5 }, { "x": 0.75, "y": 0.56092604650962 }, { "x": 0.8, "y": 0.61666612830765 }, { "x": 0.85, "y": 0.66693223833954 }, { "x": 0.9, "y": 0.7117404788749 }, { "x": 0.95, "y": 0.75131253222503 }, { "x": 1, "y": 0.78599774713514 }, { "x": 1.05, "y": 0.81621476541319 }, { "x": 1.1, "y": 0.84240981795113 }, { "x": 1.15, "y": 0.8650283372419 }, { "x": 1.2, "y": 0.88449671563445 }, { "x": 1.25, "y": 0.90121150127432 }, { "x": 1.3, "y": 0.91553385774788 }, { "x": 1.35, "y": 0.92778761596148 }, { "x": 1.4, "y": 0.9382596754816 }, { "x": 1.45, "y": 0.94720185741509 }, { "x": 1.5, "y": 0.95483357740402 }, { "x": 1.55, "y": 0.96134490712579 }, { "x": 1.6, "y": 0.96689973884855 }, { "x": 1.65, "y": 0.97163887217102 }, { "x": 1.7, "y": 0.97568291531633 }, { "x": 1.75, "y": 0.97913494348787 }, { "x": 1.8, "y": 0.9820828902219 }, { "x": 1.85, "y": 0.9846016692192 }, { "x": 1.9, "y": 0.98675503738574 }, { "x": 1.95, "y": 0.98859721737094 }, { "x": 2, "y": 0.990174301631 }, { "x": 2.05, "y": 0.99152546129329 }, { "x": 2.1, "y": 0.99268398277658 }, { "x": 2.15, "y": 0.99367815386957 }, { "x": 2.2, "y": 0.99453201921273 }, { "x": 2.25, "y": 0.99526602314937 }, { "x": 2.3, "y": 0.99589755589193 }, { "x": 2.35, "y": 0.99644141699893 }, { "x": 2.4, "y": 0.9969102083402 }, { "x": 2.45, "y": 0.99731466707515 }, { "x": 2.5, "y": 0.99766394769126 }, { "x": 2.55, "y": 0.99796586084746 }, { "x": 2.6, "y": 0.99822707562867 }, { "x": 2.65, "y": 0.99845329083256 }, { "x": 2.7, "y": 0.9986493800601 }, { "x": 2.75, "y": 0.99881951465415 }, { "x": 2.8, "y": 0.99896726790925 }, { "x": 2.85, "y": 0.99909570344701 }, { "x": 2.9, "y": 0.99920745020301 }, { "x": 2.95, "y": 0.99930476609067 }, { "x": 3, "y": 0.9993895920861 }, { "x": 3.05, "y": 0.99946359820625 }, { "x": 3.1, "y": 0.99952822262289 }, { "x": 3.15, "y": 0.99958470496202 }, { "x": 3.2, "y": 0.99963411467436 }, { "x": 3.25, "y": 0.99967737522571 }, { "x": 3.3, "y": 0.99971528473939 }, { "x": 3.35, "y": 0.99974853362567 }, { "x": 3.4, "y": 0.99977771965027 }, { "x": 3.45, "y": 0.99980336082485 }, { "x": 3.5, "y": 0.9998259064436 }, { "x": 3.55, "y": 0.99984574654049 }, { "x": 3.6, "y": 0.99986322000032 }, { "x": 3.65, "y": 0.99987862152097 }, { "x": 3.7, "y": 0.99989220759478 }, { "x": 3.75, "y": 0.99990420165171 }, { "x": 3.8, "y": 0.99991479848545 }, { "x": 3.85, "y": 0.99992416806583 }, { "x": 3.9, "y": 0.99993245882529 }, { "x": 3.94999999999999, "y": 0.99993980049455 }, { "x": 3.99999999999999, "y": 0.99994630655127 } ] }, { "id": 588, "curve_id": "E18.4", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Medium waste water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.35667494393875, "sigma": 0.45000000000013513, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.357, σ=0.450, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.25147E-09 }, { "x": 0.1, "y": 7.65276413E-06 }, { "x": 0.15, "y": 0.00030942986586 }, { "x": 0.2, "y": 0.00268533292485 }, { "x": 0.25, "y": 0.01106750421527 }, { "x": 0.3, "y": 0.0298580359056 }, { "x": 0.35, "y": 0.0617403245184 }, { "x": 0.4, "y": 0.10682513142392 }, { "x": 0.45, "y": 0.16308673757045 }, { "x": 0.5, "y": 0.2273157145599 }, { "x": 0.55, "y": 0.29600841294617 }, { "x": 0.6, "y": 0.36596585295417 }, { "x": 0.65, "y": 0.43459620502053 }, { "x": 0.7, "y": 0.5 }, { "x": 0.75, "y": 0.56092604650962 }, { "x": 0.8, "y": 0.61666612830765 }, { "x": 0.85, "y": 0.66693223833954 }, { "x": 0.9, "y": 0.7117404788749 }, { "x": 0.95, "y": 0.75131253222503 }, { "x": 1, "y": 0.78599774713514 }, { "x": 1.05, "y": 0.81621476541319 }, { "x": 1.1, "y": 0.84240981795113 }, { "x": 1.15, "y": 0.8650283372419 }, { "x": 1.2, "y": 0.88449671563445 }, { "x": 1.25, "y": 0.90121150127432 }, { "x": 1.3, "y": 0.91553385774788 }, { "x": 1.35, "y": 0.92778761596148 }, { "x": 1.4, "y": 0.9382596754816 }, { "x": 1.45, "y": 0.94720185741509 }, { "x": 1.5, "y": 0.95483357740402 }, { "x": 1.55, "y": 0.96134490712579 }, { "x": 1.6, "y": 0.96689973884855 }, { "x": 1.65, "y": 0.97163887217102 }, { "x": 1.7, "y": 0.97568291531633 }, { "x": 1.75, "y": 0.97913494348787 }, { "x": 1.8, "y": 0.9820828902219 }, { "x": 1.85, "y": 0.9846016692192 }, { "x": 1.9, "y": 0.98675503738574 }, { "x": 1.95, "y": 0.98859721737094 }, { "x": 2, "y": 0.990174301631 }, { "x": 2.05, "y": 0.99152546129329 }, { "x": 2.1, "y": 0.99268398277658 }, { "x": 2.15, "y": 0.99367815386957 }, { "x": 2.2, "y": 0.99453201921273 }, { "x": 2.25, "y": 0.99526602314937 }, { "x": 2.3, "y": 0.99589755589193 }, { "x": 2.35, "y": 0.99644141699893 }, { "x": 2.4, "y": 0.9969102083402 }, { "x": 2.45, "y": 0.99731466707515 }, { "x": 2.5, "y": 0.99766394769126 }, { "x": 2.55, "y": 0.99796586084746 }, { "x": 2.6, "y": 0.99822707562867 }, { "x": 2.65, "y": 0.99845329083256 }, { "x": 2.7, "y": 0.9986493800601 }, { "x": 2.75, "y": 0.99881951465415 }, { "x": 2.8, "y": 0.99896726790925 }, { "x": 2.85, "y": 0.99909570344701 }, { "x": 2.9, "y": 0.99920745020301 }, { "x": 2.95, "y": 0.99930476609067 }, { "x": 3, "y": 0.9993895920861 }, { "x": 3.05, "y": 0.99946359820625 }, { "x": 3.1, "y": 0.99952822262289 }, { "x": 3.15, "y": 0.99958470496202 }, { "x": 3.2, "y": 0.99963411467436 }, { "x": 3.25, "y": 0.99967737522571 }, { "x": 3.3, "y": 0.99971528473939 }, { "x": 3.35, "y": 0.99974853362567 }, { "x": 3.4, "y": 0.99977771965027 }, { "x": 3.45, "y": 0.99980336082485 }, { "x": 3.5, "y": 0.9998259064436 }, { "x": 3.55, "y": 0.99984574654049 }, { "x": 3.6, "y": 0.99986322000032 }, { "x": 3.65, "y": 0.99987862152097 }, { "x": 3.7, "y": 0.99989220759478 }, { "x": 3.75, "y": 0.99990420165171 }, { "x": 3.8, "y": 0.99991479848545 }, { "x": 3.85, "y": 0.99992416806583 }, { "x": 3.9, "y": 0.99993245882529 }, { "x": 3.94999999999999, "y": 0.99993980049455 }, { "x": 3.99999999999999, "y": 0.99994630655127 } ] }, { "id": 589, "curve_id": "E18.5", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Large wastewater treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.174353387144779, "sigma": 0.40000000000001384, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.174, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 8.7E-13 }, { "x": 0.1, "y": 5.171868E-08 }, { "x": 0.15, "y": 8.27730348E-06 }, { "x": 0.2, "y": 0.00016679667375 }, { "x": 0.25, "y": 0.00122336625646 }, { "x": 0.3, "y": 0.00502580847263 }, { "x": 0.35, "y": 0.01431034994821 }, { "x": 0.4, "y": 0.03180929895068 }, { "x": 0.45, "y": 0.05933437245221 }, { "x": 0.5, "y": 0.09731826283872 }, { "x": 0.55, "y": 0.14486615615195 }, { "x": 0.6, "y": 0.20012338585974 }, { "x": 0.65, "y": 0.26073736054668 }, { "x": 0.7, "y": 0.32426550257934 }, { "x": 0.75, "y": 0.3884651170598 }, { "x": 0.8, "y": 0.45145924623807 }, { "x": 0.85, "y": 0.51180144206518 }, { "x": 0.9, "y": 0.56847076464148 }, { "x": 0.95, "y": 0.62082575339903 }, { "x": 1, "y": 0.66853935978888 }, { "x": 1.05, "y": 0.71152962321323 }, { "x": 1.1, "y": 0.74989485735069 }, { "x": 1.15, "y": 0.78385772993403 }, { "x": 1.2, "y": 0.81371973474595 }, { "x": 1.25, "y": 0.83982583949016 }, { "x": 1.3, "y": 0.86253819991665 }, { "x": 1.35, "y": 0.8822174689103 }, { "x": 1.4, "y": 0.89921018387898 }, { "x": 1.45, "y": 0.91384083946012 }, { "x": 1.5, "y": 0.92640745129989 }, { "x": 1.55, "y": 0.9371796345141 }, { "x": 1.6, "y": 0.9463984269743 }, { "x": 1.65, "y": 0.95427726844958 }, { "x": 1.7, "y": 0.96100369713472 }, { "x": 1.75, "y": 0.96674144575789 }, { "x": 1.8, "y": 0.97163271342827 }, { "x": 1.85, "y": 0.97580046078541 }, { "x": 1.9, "y": 0.97935062907157 }, { "x": 1.95, "y": 0.9823742223293 }, { "x": 2, "y": 0.98494921934647 }, { "x": 2.05, "y": 0.98714230095978 }, { "x": 2.1, "y": 0.98901039106291 }, { "x": 2.15, "y": 0.99060201784673 }, { "x": 2.2, "y": 0.99195850672367 }, { "x": 2.25, "y": 0.9931150190332 }, { "x": 2.3, "y": 0.99410145171264 }, { "x": 2.35, "y": 0.99494321317416 }, { "x": 2.4, "y": 0.99566189003295 }, { "x": 2.45, "y": 0.99627581834993 }, { "x": 2.5, "y": 0.99680057186982 }, { "x": 2.55, "y": 0.99724937847642 }, { "x": 2.6, "y": 0.99763347483326 }, { "x": 2.65, "y": 0.99796240797971 }, { "x": 2.7, "y": 0.99824429154016 }, { "x": 2.75, "y": 0.99848602319113 }, { "x": 2.8, "y": 0.99869346912345 }, { "x": 2.85, "y": 0.99887162043276 }, { "x": 2.9, "y": 0.99902472566517 }, { "x": 2.95, "y": 0.99915640313043 }, { "x": 3, "y": 0.99926973606159 }, { "x": 3.05, "y": 0.99936735324138 }, { "x": 3.1, "y": 0.999451497321 }, { "x": 3.15, "y": 0.99952408271969 }, { "x": 3.2, "y": 0.99958674470579 }, { "x": 3.25, "y": 0.99964088101441 }, { "x": 3.3, "y": 0.99968768714914 }, { "x": 3.35, "y": 0.999728186338 }, { "x": 3.4, "y": 0.99976325496422 }, { "x": 3.45, "y": 0.99979364416564 }, { "x": 3.5, "y": 0.99981999818931 }, { "x": 3.55, "y": 0.99984286999688 }, { "x": 3.6, "y": 0.99986273454017 }, { "x": 3.65, "y": 0.99988000006116 }, { "x": 3.7, "y": 0.99989501771621 }, { "x": 3.75, "y": 0.99990808977818 }, { "x": 3.8, "y": 0.99991947663079 }, { "x": 3.85, "y": 0.99992940273708 }, { "x": 3.9, "y": 0.99993806173575 }, { "x": 3.94999999999999, "y": 0.99994562079566 }, { "x": 3.99999999999999, "y": 0.99995222433897 } ] }, { "id": 590, "curve_id": "E18.6", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Large wastewater treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.174353387144779, "sigma": 0.40000000000001384, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.174, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 8.7E-13 }, { "x": 0.1, "y": 5.171868E-08 }, { "x": 0.15, "y": 8.27730348E-06 }, { "x": 0.2, "y": 0.00016679667375 }, { "x": 0.25, "y": 0.00122336625646 }, { "x": 0.3, "y": 0.00502580847263 }, { "x": 0.35, "y": 0.01431034994821 }, { "x": 0.4, "y": 0.03180929895068 }, { "x": 0.45, "y": 0.05933437245221 }, { "x": 0.5, "y": 0.09731826283872 }, { "x": 0.55, "y": 0.14486615615195 }, { "x": 0.6, "y": 0.20012338585974 }, { "x": 0.65, "y": 0.26073736054668 }, { "x": 0.7, "y": 0.32426550257934 }, { "x": 0.75, "y": 0.3884651170598 }, { "x": 0.8, "y": 0.45145924623807 }, { "x": 0.85, "y": 0.51180144206518 }, { "x": 0.9, "y": 0.56847076464148 }, { "x": 0.95, "y": 0.62082575339903 }, { "x": 1, "y": 0.66853935978888 }, { "x": 1.05, "y": 0.71152962321323 }, { "x": 1.1, "y": 0.74989485735069 }, { "x": 1.15, "y": 0.78385772993403 }, { "x": 1.2, "y": 0.81371973474595 }, { "x": 1.25, "y": 0.83982583949016 }, { "x": 1.3, "y": 0.86253819991665 }, { "x": 1.35, "y": 0.8822174689103 }, { "x": 1.4, "y": 0.89921018387898 }, { "x": 1.45, "y": 0.91384083946012 }, { "x": 1.5, "y": 0.92640745129989 }, { "x": 1.55, "y": 0.9371796345141 }, { "x": 1.6, "y": 0.9463984269743 }, { "x": 1.65, "y": 0.95427726844958 }, { "x": 1.7, "y": 0.96100369713472 }, { "x": 1.75, "y": 0.96674144575789 }, { "x": 1.8, "y": 0.97163271342827 }, { "x": 1.85, "y": 0.97580046078541 }, { "x": 1.9, "y": 0.97935062907157 }, { "x": 1.95, "y": 0.9823742223293 }, { "x": 2, "y": 0.98494921934647 }, { "x": 2.05, "y": 0.98714230095978 }, { "x": 2.1, "y": 0.98901039106291 }, { "x": 2.15, "y": 0.99060201784673 }, { "x": 2.2, "y": 0.99195850672367 }, { "x": 2.25, "y": 0.9931150190332 }, { "x": 2.3, "y": 0.99410145171264 }, { "x": 2.35, "y": 0.99494321317416 }, { "x": 2.4, "y": 0.99566189003295 }, { "x": 2.45, "y": 0.99627581834993 }, { "x": 2.5, "y": 0.99680057186982 }, { "x": 2.55, "y": 0.99724937847642 }, { "x": 2.6, "y": 0.99763347483326 }, { "x": 2.65, "y": 0.99796240797971 }, { "x": 2.7, "y": 0.99824429154016 }, { "x": 2.75, "y": 0.99848602319113 }, { "x": 2.8, "y": 0.99869346912345 }, { "x": 2.85, "y": 0.99887162043276 }, { "x": 2.9, "y": 0.99902472566517 }, { "x": 2.95, "y": 0.99915640313043 }, { "x": 3, "y": 0.99926973606159 }, { "x": 3.05, "y": 0.99936735324138 }, { "x": 3.1, "y": 0.999451497321 }, { "x": 3.15, "y": 0.99952408271969 }, { "x": 3.2, "y": 0.99958674470579 }, { "x": 3.25, "y": 0.99964088101441 }, { "x": 3.3, "y": 0.99968768714914 }, { "x": 3.35, "y": 0.999728186338 }, { "x": 3.4, "y": 0.99976325496422 }, { "x": 3.45, "y": 0.99979364416564 }, { "x": 3.5, "y": 0.99981999818931 }, { "x": 3.55, "y": 0.99984286999688 }, { "x": 3.6, "y": 0.99986273454017 }, { "x": 3.65, "y": 0.99988000006116 }, { "x": 3.7, "y": 0.99989501771621 }, { "x": 3.75, "y": 0.99990808977818 }, { "x": 3.8, "y": 0.99991947663079 }, { "x": 3.85, "y": 0.99992940273708 }, { "x": 3.9, "y": 0.99993806173575 }, { "x": 3.94999999999999, "y": 0.99994562079566 }, { "x": 3.99999999999999, "y": 0.99995222433897 } ] }, { "id": 591, "curve_id": "E2.1", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Small substation, low voltage: 34.5-150 kV", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.798507696217772, "sigma": 0.45000000000000545, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.799, σ=0.450, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 5.2315858E-07 }, { "x": 0.1, "y": 0.00041529503798 }, { "x": 0.15, "y": 0.00731601722342 }, { "x": 0.2, "y": 0.03576742088362 }, { "x": 0.25, "y": 0.09574353627104 }, { "x": 0.3, "y": 0.18378523458681 }, { "x": 0.35, "y": 0.2882595211251 }, { "x": 0.4, "y": 0.39676091930552 }, { "x": 0.45, "y": 0.5 }, { "x": 0.5, "y": 0.59255971041106 }, { "x": 0.55, "y": 0.67217785663844 }, { "x": 0.6, "y": 0.73868399006654 }, { "x": 0.65, "y": 0.79308326599326 }, { "x": 0.7, "y": 0.83691326242955 }, { "x": 0.75, "y": 0.8718475438318 }, { "x": 0.8, "y": 0.89947873288009 }, { "x": 0.85, "y": 0.92121746305321 }, { "x": 0.9, "y": 0.9382596754816 }, { "x": 0.95, "y": 0.95159067901024 }, { "x": 1, "y": 0.96200658142706 }, { "x": 1.05, "y": 0.9701419640944 }, { "x": 1.1, "y": 0.97649787718598 }, { "x": 1.15, "y": 0.98146733034914 }, { "x": 1.2, "y": 0.9853572003391 }, { "x": 1.25, "y": 0.98840640101186 }, { "x": 1.3, "y": 0.99080060500156 }, { "x": 1.35, "y": 0.99268398277658 }, { "x": 1.4, "y": 0.99416846012134 }, { "x": 1.45, "y": 0.99534096225042 }, { "x": 1.5, "y": 0.99626905203154 }, { "x": 1.55, "y": 0.99700530237934 }, { "x": 1.6, "y": 0.99759067909623 }, { "x": 1.65, "y": 0.99805715459213 }, { "x": 1.7, "y": 0.99842972617178 }, { "x": 1.75, "y": 0.99872797455067 }, { "x": 1.8, "y": 0.99896726790925 }, { "x": 1.85, "y": 0.99915969288662 }, { "x": 1.9, "y": 0.9993147752552 }, { "x": 1.95, "y": 0.9994400385495 }, { "x": 2, "y": 0.99954143775464 }, { "x": 2.05, "y": 0.9996236965662 }, { "x": 2.1, "y": 0.99969057013414 }, { "x": 2.15, "y": 0.99974505014084 }, { "x": 2.2, "y": 0.99978952518204 }, { "x": 2.25, "y": 0.9998259064436 }, { "x": 2.3, "y": 0.99985572638419 }, { "x": 2.35, "y": 0.99988021638166 }, { "x": 2.4, "y": 0.99990036795421 }, { "x": 2.45, "y": 0.9999169811314 }, { "x": 2.5, "y": 0.99993070275179 }, { "x": 2.55, "y": 0.99994205684807 }, { "x": 2.6, "y": 0.99995146880408 }, { "x": 2.65, "y": 0.99995928459998 }, { "x": 2.7, "y": 0.99996578617537 }, { "x": 2.75, "y": 0.99997120371826 }, { "x": 2.8, "y": 0.99997572551468 }, { "x": 2.85, "y": 0.99997950585868 }, { "x": 2.9, "y": 0.99998267141712 }, { "x": 2.95, "y": 0.99998532636098 }, { "x": 3, "y": 0.99998755651005 }, { "x": 3.05, "y": 0.99998943268706 }, { "x": 3.1, "y": 0.99999101343701 }, { "x": 3.15, "y": 0.99999234723587 }, { "x": 3.2, "y": 0.99999347428776 }, { "x": 3.25, "y": 0.9999944279899 }, { "x": 3.3, "y": 0.9999952361288 }, { "x": 3.35, "y": 0.99999592185862 }, { "x": 3.4, "y": 0.99999650450287 }, { "x": 3.45, "y": 0.99999700021228 }, { "x": 3.5, "y": 0.99999742250563 }, { "x": 3.55, "y": 0.99999778271501 }, { "x": 3.6, "y": 0.9999980903531 }, { "x": 3.65, "y": 0.99999835341638 }, { "x": 3.7, "y": 0.99999857863612 }, { "x": 3.75, "y": 0.99999877168619 }, { "x": 3.8, "y": 0.99999893735556 }, { "x": 3.85, "y": 0.99999907969157 }, { "x": 3.9, "y": 0.99999920211924 }, { "x": 3.94999999999999, "y": 0.99999930754059 }, { "x": 3.99999999999999, "y": 0.99999939841758 } ] }, { "id": 592, "curve_id": "E2.2", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Small substation, low voltage: 34.5-150 kV", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -1.07880966160734, "sigma": 0.40000000232014565, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.079, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 8.2437369E-07 }, { "x": 0.1, "y": 0.00110876126575 }, { "x": 0.15, "y": 0.020389216587 }, { "x": 0.2, "y": 0.09232537871975 }, { "x": 0.25, "y": 0.22103222418642 }, { "x": 0.3, "y": 0.37717533390528 }, { "x": 0.35, "y": 0.52888559970533 }, { "x": 0.4, "y": 0.65773792421602 }, { "x": 0.45, "y": 0.75827201000031 }, { "x": 0.5, "y": 0.83251619050869 }, { "x": 0.55, "y": 0.88540183387833 }, { "x": 0.6, "y": 0.92219035042886 }, { "x": 0.65, "y": 0.94739104267055 }, { "x": 0.7, "y": 0.96448900231673 }, { "x": 0.75, "y": 0.97602543380194 }, { "x": 0.8, "y": 0.98378885729878 }, { "x": 0.85, "y": 0.98901039106291 }, { "x": 0.9, "y": 0.99252571941147 }, { "x": 0.95, "y": 0.99489729943872 }, { "x": 1, "y": 0.99650189022176 }, { "x": 1.05, "y": 0.99759132082091 }, { "x": 1.1, "y": 0.99833387113071 }, { "x": 1.15, "y": 0.99884211421612 }, { "x": 1.2, "y": 0.99919151487254 }, { "x": 1.25, "y": 0.99943280462045 }, { "x": 1.3, "y": 0.99960020232018 }, { "x": 1.35, "y": 0.99971687521456 }, { "x": 1.4, "y": 0.99979857122715 }, { "x": 1.45, "y": 0.99985604002217 }, { "x": 1.5, "y": 0.99989665119689 }, { "x": 1.55, "y": 0.99992547936526 }, { "x": 1.6, "y": 0.99994603438277 }, { "x": 1.65, "y": 0.99996075465658 }, { "x": 1.7, "y": 0.99997134174908 }, { "x": 1.75, "y": 0.99997898827579 }, { "x": 1.8, "y": 0.99998453378256 }, { "x": 1.85, "y": 0.99998857181721 }, { "x": 1.9, "y": 0.99999152379189 }, { "x": 1.95, "y": 0.99999369015399 }, { "x": 2, "y": 0.9999952859877 }, { "x": 2.05, "y": 0.99999646588753 }, { "x": 2.1, "y": 0.99999734140919 }, { "x": 2.15, "y": 0.99999799336309 }, { "x": 2.2, "y": 0.99999848050989 }, { "x": 2.25, "y": 0.99999884573559 }, { "x": 2.3, "y": 0.99999912045393 }, { "x": 2.35, "y": 0.99999932775714 }, { "x": 2.4, "y": 0.9999994846794 }, { "x": 2.45, "y": 0.99999960382887 }, { "x": 2.5, "y": 0.99999969456883 }, { "x": 2.55, "y": 0.99999976387542 }, { "x": 2.6, "y": 0.99999981696283 }, { "x": 2.65, "y": 0.99999985774046 }, { "x": 2.7, "y": 0.99999988914836 }, { "x": 2.75, "y": 0.99999991340419 }, { "x": 2.8, "y": 0.99999993218563 }, { "x": 2.85, "y": 0.99999994676545 }, { "x": 2.9, "y": 0.99999995811196 }, { "x": 2.95, "y": 0.99999996696386 }, { "x": 3, "y": 0.99999997388618 }, { "x": 3.05, "y": 0.99999997931227 }, { "x": 3.1, "y": 0.99999998357532 }, { "x": 3.15, "y": 0.99999998693218 }, { "x": 3.2, "y": 0.99999998958131 }, { "x": 3.25, "y": 0.99999999167645 }, { "x": 3.3, "y": 0.99999999333696 }, { "x": 3.35, "y": 0.99999999465574 }, { "x": 3.4, "y": 0.99999999570526 }, { "x": 3.45, "y": 0.99999999654217 }, { "x": 3.5, "y": 0.99999999721083 }, { "x": 3.55, "y": 0.99999999774611 }, { "x": 3.6, "y": 0.99999999817542 }, { "x": 3.65, "y": 0.99999999852037 }, { "x": 3.7, "y": 0.99999999879804 }, { "x": 3.75, "y": 0.99999999902197 }, { "x": 3.8, "y": 0.99999999920285 }, { "x": 3.85, "y": 0.99999999934923 }, { "x": 3.9, "y": 0.99999999946788 }, { "x": 3.94999999999999, "y": 0.99999999956422 }, { "x": 3.99999999999999, "y": 0.99999999964256 } ] }, { "id": 593, "curve_id": "E2.3", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Medium substation, medium voltage: 150-350 kV", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -1.04982212461886, "sigma": 0.40000000116520923, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.050, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 5.7293435E-07 }, { "x": 0.1, "y": 0.0008683731522 }, { "x": 0.15, "y": 0.01707717673533 }, { "x": 0.2, "y": 0.08090057370063 }, { "x": 0.25, "y": 0.20012338585974 }, { "x": 0.3, "y": 0.34997917151897 }, { "x": 0.35, "y": 0.5 }, { "x": 0.4, "y": 0.63074550502729 }, { "x": 0.45, "y": 0.73509172255075 }, { "x": 0.5, "y": 0.81371973474595 }, { "x": 0.55, "y": 0.87075405206433 }, { "x": 0.6, "y": 0.9110889654764 }, { "x": 0.65, "y": 0.9391404459077 }, { "x": 0.7, "y": 0.95844042912959 }, { "x": 0.75, "y": 0.97163271342827 }, { "x": 0.8, "y": 0.98061861624661 }, { "x": 0.85, "y": 0.98673137651501 }, { "x": 0.9, "y": 0.99089091881976 }, { "x": 0.95, "y": 0.99372556975585 }, { "x": 1, "y": 0.99566189003295 }, { "x": 1.05, "y": 0.99698853775706 }, { "x": 1.1, "y": 0.99790062617055 }, { "x": 1.15, "y": 0.99853008382372 }, { "x": 1.2, "y": 0.99896624459395 }, { "x": 1.25, "y": 0.99926973606159 }, { "x": 1.3, "y": 0.99948182117363 }, { "x": 1.35, "y": 0.99963067576654 }, { "x": 1.4, "y": 0.99973560879348 }, { "x": 1.45, "y": 0.99980990353141 }, { "x": 1.5, "y": 0.99986273454017 }, { "x": 1.55, "y": 0.99990046456095 }, { "x": 1.6, "y": 0.99992752467411 }, { "x": 1.65, "y": 0.99994701368695 }, { "x": 1.7, "y": 0.99996110781195 }, { "x": 1.75, "y": 0.99997134174908 }, { "x": 1.8, "y": 0.99997880229467 }, { "x": 1.85, "y": 0.99998426223108 }, { "x": 1.9, "y": 0.99998827329086 }, { "x": 1.95, "y": 0.99999123096561 }, { "x": 2, "y": 0.99999341986917 }, { "x": 2.05, "y": 0.99999504561707 }, { "x": 2.1, "y": 0.99999625731936 }, { "x": 2.15, "y": 0.9999971635132 }, { "x": 2.2, "y": 0.99999784349233 }, { "x": 2.25, "y": 0.99999835539441 }, { "x": 2.3, "y": 0.99999874199564 }, { "x": 2.35, "y": 0.99999903487821 }, { "x": 2.4, "y": 0.99999925743841 }, { "x": 2.45, "y": 0.99999942706565 }, { "x": 2.5, "y": 0.99999955672655 }, { "x": 2.55, "y": 0.99999965612048 }, { "x": 2.6, "y": 0.99999973252529994 }, { "x": 2.65, "y": 0.99999979141852 }, { "x": 2.7, "y": 0.99999983693491 }, { "x": 2.75, "y": 0.99999987220473 }, { "x": 2.8, "y": 0.99999989960453 }, { "x": 2.85, "y": 0.99999992094366 }, { "x": 2.9, "y": 0.99999993760339 }, { "x": 2.95, "y": 0.99999995064105 }, { "x": 3, "y": 0.99999996086807 }, { "x": 3.05, "y": 0.99999996890882 }, { "x": 3.1, "y": 0.9999999752449 }, { "x": 3.15, "y": 0.99999998024874 }, { "x": 3.2, "y": 0.99999998420899 }, { "x": 3.25, "y": 0.99999998734994 }, { "x": 3.3, "y": 0.99999998984628 }, { "x": 3.35, "y": 0.99999999183433 }, { "x": 3.4, "y": 0.99999999342075 }, { "x": 3.45, "y": 0.99999999468916 }, { "x": 3.5, "y": 0.99999999570526 }, { "x": 3.55, "y": 0.99999999652078 }, { "x": 3.6, "y": 0.99999999717651 }, { "x": 3.65, "y": 0.99999999770473 }, { "x": 3.7, "y": 0.99999999813098 }, { "x": 3.75, "y": 0.99999999847556 }, { "x": 3.8, "y": 0.9999999987546 }, { "x": 3.85, "y": 0.99999999898093 }, { "x": 3.9, "y": 0.99999999916483 }, { "x": 3.94999999999999, "y": 0.99999999931448 }, { "x": 3.99999999999999, "y": 0.99999999943647 } ] }, { "id": 594, "curve_id": "E2.4", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Medium substation, medium voltage: 150-350 kV", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -1.20397280432593, "sigma": 0.40000000000000174, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.204, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.74268064E-06 }, { "x": 0.1, "y": 0.00301146224294 }, { "x": 0.15, "y": 0.04155957087041 }, { "x": 0.2, "y": 0.1553718473033 }, { "x": 0.25, "y": 0.32426550257934 }, { "x": 0.3, "y": 0.5 }, { "x": 0.35, "y": 0.65002082848103 }, { "x": 0.4, "y": 0.76399274622885 }, { "x": 0.45, "y": 0.84462815269671 }, { "x": 0.5, "y": 0.89921018387898 }, { "x": 0.55, "y": 0.93515677609918 }, { "x": 0.6, "y": 0.95844042912959 }, { "x": 0.65, "y": 0.97338034398886 }, { "x": 0.7, "y": 0.98292282326467 }, { "x": 0.75, "y": 0.98901039106291 }, { "x": 0.8, "y": 0.99289821043496 }, { "x": 0.85, "y": 0.99538794916699 }, { "x": 0.9, "y": 0.99698853775706 }, { "x": 0.95, "y": 0.99802231168257 }, { "x": 1, "y": 0.99869346912345 }, { "x": 1.05, "y": 0.9991316268478 }, { "x": 1.1, "y": 0.99941932719525 }, { "x": 1.15, "y": 0.99960935117734 }, { "x": 1.2, "y": 0.99973560879348 }, { "x": 1.25, "y": 0.99981999818931 }, { "x": 1.3, "y": 0.99987673727119 }, { "x": 1.35, "y": 0.9999151090077 }, { "x": 1.4, "y": 0.99994120879176 }, { "x": 1.45, "y": 0.99995906190079 }, { "x": 1.5, "y": 0.99997134174908 }, { "x": 1.55, "y": 0.99997983398608 }, { "x": 1.6, "y": 0.99998573799639 }, { "x": 1.65, "y": 0.99998986384211 }, { "x": 1.7, "y": 0.99999276161549 }, { "x": 1.75, "y": 0.999994806865 }, { "x": 1.8, "y": 0.99999625731936 }, { "x": 1.85, "y": 0.99999729075646 }, { "x": 1.9, "y": 0.99999803041896 }, { "x": 1.95, "y": 0.99999856216137 }, { "x": 2, "y": 0.99999894607808 }, { "x": 2.05, "y": 0.99999922442857 }, { "x": 2.1, "y": 0.99999942706565 }, { "x": 2.15, "y": 0.99999957517138 }, { "x": 2.2, "y": 0.99999968384054 }, { "x": 2.25, "y": 0.99999976387542 }, { "x": 2.3, "y": 0.99999982303827 }, { "x": 2.35, "y": 0.99999986692926 }, { "x": 2.4, "y": 0.99999989960453 }, { "x": 2.45, "y": 0.99999992401315 }, { "x": 2.5, "y": 0.99999994230724 }, { "x": 2.55, "y": 0.99999995606306 }, { "x": 2.6, "y": 0.99999996643923 }, { "x": 2.65, "y": 0.99999997429031 }, { "x": 2.7, "y": 0.99999998024874 }, { "x": 2.75, "y": 0.99999998478411 }, { "x": 2.8, "y": 0.99999998824625 }, { "x": 2.85, "y": 0.99999999089656 }, { "x": 2.9, "y": 0.99999999293099 }, { "x": 2.95, "y": 0.99999999449687 }, { "x": 3, "y": 0.99999999570526 }, { "x": 3.05, "y": 0.99999999664019 }, { "x": 3.1, "y": 0.99999999736536 }, { "x": 3.15, "y": 0.99999999792922 }, { "x": 3.2, "y": 0.99999999836871 }, { "x": 3.25, "y": 0.99999999871206 }, { "x": 3.3, "y": 0.99999999898093 }, { "x": 3.35, "y": 0.99999999919195 }, { "x": 3.4, "y": 0.99999999935794 }, { "x": 3.45, "y": 0.99999999948878 }, { "x": 3.5, "y": 0.99999999959214 }, { "x": 3.55, "y": 0.99999999967397 }, { "x": 3.6, "y": 0.99999999973887 }, { "x": 3.65, "y": 0.99999999979046 }, { "x": 3.7, "y": 0.99999999983154 }, { "x": 3.75, "y": 0.99999999986433 }, { "x": 3.8, "y": 0.99999999989053 }, { "x": 3.85, "y": 0.99999999991152 }, { "x": 3.9, "y": 0.99999999992836 }, { "x": 3.94999999999999, "y": 0.9999999999419 }, { "x": 3.99999999999999, "y": 0.9999999999528 } ] }, { "id": 595, "curve_id": "E2.5", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Large substation, high voltage: >350 kV", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -1.60943791270827, "sigma": 0.35000000168430956, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.609, σ=0.350, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.73431218E-05 }, { "x": 0.1, "y": 0.02382814827152 }, { "x": 0.15, "y": 0.20555302481466 }, { "x": 0.2, "y": 0.5 }, { "x": 0.25, "y": 0.73811765178744 }, { "x": 0.3, "y": 0.87666421061233 }, { "x": 0.35, "y": 0.94507883812169 }, { "x": 0.4, "y": 0.97617185172848 }, { "x": 0.45, "y": 0.98974659444801 }, { "x": 0.5, "y": 0.99557731655112 }, { "x": 0.55, "y": 0.99807555677165 }, { "x": 0.6, "y": 0.99915206103992 }, { "x": 0.65, "y": 0.99962085273305 }, { "x": 0.7, "y": 0.99982775710788 }, { "x": 0.75, "y": 0.99992045874834 }, { "x": 0.8, "y": 0.9999626568782 }, { "x": 0.85, "y": 0.99998217903479 }, { "x": 0.9, "y": 0.99999135793764 }, { "x": 0.95, "y": 0.99999574315524 }, { "x": 1, "y": 0.99999787119915 }, { "x": 1.05, "y": 0.99999891971632 }, { "x": 1.1, "y": 0.99999944400699 }, { "x": 1.15, "y": 0.9999997099301 }, { "x": 1.2, "y": 0.99999984667448 }, { "x": 1.25, "y": 0.99999991792949 }, { "x": 1.3, "y": 0.99999995553579 }, { "x": 1.35, "y": 0.99999997562848 }, { "x": 1.4, "y": 0.99999998649141 }, { "x": 1.45, "y": 0.99999999243154 }, { "x": 1.5, "y": 0.9999999957155 }, { "x": 1.55, "y": 0.99999999755026 }, { "x": 1.6, "y": 0.99999999858582 }, { "x": 1.65, "y": 0.99999999917603 }, { "x": 1.7, "y": 0.99999999951562 }, { "x": 1.75, "y": 0.99999999971279 }, { "x": 1.8, "y": 0.99999999982828 }, { "x": 1.85, "y": 0.99999999989651 }, { "x": 1.9, "y": 0.99999999993714 }, { "x": 1.95, "y": 0.99999999996153 }, { "x": 2, "y": 0.99999999997629 }, { "x": 2.05, "y": 0.99999999998528 }, { "x": 2.1, "y": 0.9999999999908 }, { "x": 2.15, "y": 0.99999999999421 }, { "x": 2.2, "y": 0.99999999999634 }, { "x": 2.25, "y": 0.99999999999767 }, { "x": 2.3, "y": 0.9999999999985 }, { "x": 2.35, "y": 0.99999999999904 }, { "x": 2.4, "y": 0.99999999999938 }, { "x": 2.45, "y": 0.99999999999959 }, { "x": 2.5, "y": 0.99999999999973 }, { "x": 2.55, "y": 0.99999999999982 }, { "x": 2.6, "y": 0.99999999999988 }, { "x": 2.65, "y": 0.99999999999992 }, { "x": 2.7, "y": 0.99999999999995 }, { "x": 2.75, "y": 0.99999999999997 }, { "x": 2.8, "y": 0.99999999999998 }, { "x": 2.85, "y": 0.99999999999998 }, { "x": 2.9, "y": 0.99999999999999 }, { "x": 2.95, "y": 0.99999999999999 }, { "x": 3, "y": 0.99999999999999 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 596, "curve_id": "E2.6", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Large substation, high voltage: >350 kV", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -1.77195684193187, "sigma": 0.35000000000000192, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.772, σ=0.350, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00023570115748 }, { "x": 0.1, "y": 0.0647494717372 }, { "x": 0.15, "y": 0.36031797859974 }, { "x": 0.2, "y": 0.67879784283614 }, { "x": 0.25, "y": 0.86474586093713 }, { "x": 0.3, "y": 0.9476851505374 }, { "x": 0.35, "y": 0.98045518158484 }, { "x": 0.4, "y": 0.99275257822133 }, { "x": 0.45, "y": 0.99729277653861 }, { "x": 0.5, "y": 0.99897300740685 }, { "x": 0.55, "y": 0.99960264128574 }, { "x": 0.6, "y": 0.99984285764408 }, { "x": 0.65, "y": 0.99993642787833 }, { "x": 0.7, "y": 0.99997368868026 }, { "x": 0.75, "y": 0.99998886303196 }, { "x": 0.8, "y": 0.99999518192349 }, { "x": 0.85, "y": 0.99999787119915 }, { "x": 0.9, "y": 0.99999904017345 }, { "x": 0.95, "y": 0.99999955875722 }, { "x": 1, "y": 0.99999979335666 }, { "x": 1.05, "y": 0.99999990149362 }, { "x": 1.1, "y": 0.99999995224052 }, { "x": 1.15, "y": 0.99999997646711 }, { "x": 1.2, "y": 0.99999998822405 }, { "x": 1.25, "y": 0.9999999940197 }, { "x": 1.3, "y": 0.99999999691983 }, { "x": 1.35, "y": 0.99999999839201 }, { "x": 1.4, "y": 0.99999999914965 }, { "x": 1.45, "y": 0.99999999954471 }, { "x": 1.5, "y": 0.99999999975333 }, { "x": 1.55, "y": 0.99999999986482 }, { "x": 1.6, "y": 0.99999999992511 }, { "x": 1.65, "y": 0.99999999995807 }, { "x": 1.7, "y": 0.99999999997629 }, { "x": 1.75, "y": 0.99999999998646 }, { "x": 1.8, "y": 0.9999999999922 }, { "x": 1.85, "y": 0.99999999999546 }, { "x": 1.9, "y": 0.99999999999734 }, { "x": 1.95, "y": 0.99999999999842 }, { "x": 2, "y": 0.99999999999906 }, { "x": 2.05, "y": 0.99999999999944 }, { "x": 2.1, "y": 0.99999999999966 }, { "x": 2.15, "y": 0.99999999999979 }, { "x": 2.2, "y": 0.99999999999987 }, { "x": 2.25, "y": 0.99999999999992 }, { "x": 2.3, "y": 0.99999999999995 }, { "x": 2.35, "y": 0.99999999999997 }, { "x": 2.4, "y": 0.99999999999998 }, { "x": 2.45, "y": 0.99999999999999 }, { "x": 2.5, "y": 0.99999999999999 }, { "x": 2.55, "y": 0.99999999999999 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 597, "curve_id": "E2.7", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Large substation. high voltage: 500 - 1,100 kV", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "extensive", "source_data_type": "figure_given", "mu": -1.60943791270827, "sigma": 0.35000000168430956, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.609, σ=0.350, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.73431218E-05 }, { "x": 0.1, "y": 0.02382814827152 }, { "x": 0.15, "y": 0.20555302481466 }, { "x": 0.2, "y": 0.5 }, { "x": 0.25, "y": 0.73811765178744 }, { "x": 0.3, "y": 0.87666421061233 }, { "x": 0.35, "y": 0.94507883812169 }, { "x": 0.4, "y": 0.97617185172848 }, { "x": 0.45, "y": 0.98974659444801 }, { "x": 0.5, "y": 0.99557731655112 }, { "x": 0.55, "y": 0.99807555677165 }, { "x": 0.6, "y": 0.99915206103992 }, { "x": 0.65, "y": 0.99962085273305 }, { "x": 0.7, "y": 0.99982775710788 }, { "x": 0.75, "y": 0.99992045874834 }, { "x": 0.8, "y": 0.9999626568782 }, { "x": 0.85, "y": 0.99998217903479 }, { "x": 0.9, "y": 0.99999135793764 }, { "x": 0.95, "y": 0.99999574315524 }, { "x": 1, "y": 0.99999787119915 }, { "x": 1.05, "y": 0.99999891971632 }, { "x": 1.1, "y": 0.99999944400699 }, { "x": 1.15, "y": 0.9999997099301 }, { "x": 1.2, "y": 0.99999984667448 }, { "x": 1.25, "y": 0.99999991792949 }, { "x": 1.3, "y": 0.99999995553579 }, { "x": 1.35, "y": 0.99999997562848 }, { "x": 1.4, "y": 0.99999998649141 }, { "x": 1.45, "y": 0.99999999243154 }, { "x": 1.5, "y": 0.9999999957155 }, { "x": 1.55, "y": 0.99999999755026 }, { "x": 1.6, "y": 0.99999999858582 }, { "x": 1.65, "y": 0.99999999917603 }, { "x": 1.7, "y": 0.99999999951562 }, { "x": 1.75, "y": 0.99999999971279 }, { "x": 1.8, "y": 0.99999999982828 }, { "x": 1.85, "y": 0.99999999989651 }, { "x": 1.9, "y": 0.99999999993714 }, { "x": 1.95, "y": 0.99999999996153 }, { "x": 2, "y": 0.99999999997629 }, { "x": 2.05, "y": 0.99999999998528 }, { "x": 2.1, "y": 0.9999999999908 }, { "x": 2.15, "y": 0.99999999999421 }, { "x": 2.2, "y": 0.99999999999634 }, { "x": 2.25, "y": 0.99999999999767 }, { "x": 2.3, "y": 0.9999999999985 }, { "x": 2.35, "y": 0.99999999999904 }, { "x": 2.4, "y": 0.99999999999938 }, { "x": 2.45, "y": 0.99999999999959 }, { "x": 2.5, "y": 0.99999999999973 }, { "x": 2.55, "y": 0.99999999999982 }, { "x": 2.6, "y": 0.99999999999988 }, { "x": 2.65, "y": 0.99999999999992 }, { "x": 2.7, "y": 0.99999999999995 }, { "x": 2.75, "y": 0.99999999999997 }, { "x": 2.8, "y": 0.99999999999998 }, { "x": 2.85, "y": 0.99999999999998 }, { "x": 2.9, "y": 0.99999999999999 }, { "x": 2.95, "y": 0.99999999999999 }, { "x": 3, "y": 0.99999999999999 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 598, "curve_id": "E2.8", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Large substation. high voltage: 500 - 1,100 kV", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "figure_given", "mu": -2.04210413932153, "sigma": 0.53000000010149773, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.042, σ=0.530, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.03598574817812 }, { "x": 0.1, "y": 0.31154579611585 }, { "x": 0.15, "y": 0.60778669320904 }, { "x": 0.2, "y": 0.79285039961715 }, { "x": 0.25, "y": 0.89202641211827 }, { "x": 0.3, "y": 0.943104397175 }, { "x": 0.35, "y": 0.96941261981197 }, { "x": 0.4, "y": 0.98317229539679 }, { "x": 0.45, "y": 0.99052233716411 }, { "x": 0.5, "y": 0.99453927006064 }, { "x": 0.55, "y": 0.9967852405194 }, { "x": 0.6, "y": 0.99806891244533 }, { "x": 0.65, "y": 0.99881800726667 }, { "x": 0.7, "y": 0.99926376470695 }, { "x": 0.75, "y": 0.99953390383305 }, { "x": 0.8, "y": 0.99970042744634 }, { "x": 0.85, "y": 0.99980472404033 }, { "x": 0.9, "y": 0.99987102415717 }, { "x": 0.95, "y": 0.99991375972385 }, { "x": 1, "y": 0.9999416666633 }, { "x": 1.05, "y": 0.99996011392727 }, { "x": 1.1, "y": 0.99997244861743 }, { "x": 1.15, "y": 0.9999807855804 }, { "x": 1.2, "y": 0.99998647807096 }, { "x": 1.25, "y": 0.99999040239874 }, { "x": 1.3, "y": 0.99999313244769 }, { "x": 1.35, "y": 0.99999504806834 }, { "x": 1.4, "y": 0.99999640322792 }, { "x": 1.45, "y": 0.99999736935844 }, { "x": 1.5, "y": 0.99999806323373 }, { "x": 1.55, "y": 0.99999856508503 }, { "x": 1.6, "y": 0.99999893049075 }, { "x": 1.65, "y": 0.99999919825388 }, { "x": 1.7, "y": 0.99999939566826 }, { "x": 1.75, "y": 0.99999954206958 }, { "x": 1.8, "y": 0.99999965124942 }, { "x": 1.85, "y": 0.9999997331093 }, { "x": 1.9, "y": 0.99999979480246 }, { "x": 1.95, "y": 0.99999984152777 }, { "x": 2, "y": 0.99999987708547 }, { "x": 2.05, "y": 0.99999990426885 }, { "x": 2.1, "y": 0.99999992514202 }, { "x": 2.15, "y": 0.99999994123805 }, { "x": 2.2, "y": 0.99999995370124 }, { "x": 2.25, "y": 0.99999996338976 }, { "x": 2.3, "y": 0.99999997095018 }, { "x": 2.35, "y": 0.99999997687176 }, { "x": 2.4, "y": 0.99999998152633 }, { "x": 2.45, "y": 0.99999998519767 }, { "x": 2.5, "y": 0.99999998810318 }, { "x": 2.55, "y": 0.99999999041007 }, { "x": 2.6, "y": 0.99999999224744 }, { "x": 2.65, "y": 0.99999999371533 }, { "x": 2.7, "y": 0.9999999948915 }, { "x": 2.75, "y": 0.99999999583664 }, { "x": 2.8, "y": 0.99999999659826 }, { "x": 2.85, "y": 0.99999999721365 }, { "x": 2.9, "y": 0.9999999977122 }, { "x": 2.95, "y": 0.99999999811714 }, { "x": 3, "y": 0.99999999844685 }, { "x": 3.05, "y": 0.99999999871598 }, { "x": 3.1, "y": 0.99999999893617 }, { "x": 3.15, "y": 0.99999999911673 }, { "x": 3.2, "y": 0.99999999926513 }, { "x": 3.25, "y": 0.99999999938737 }, { "x": 3.3, "y": 0.99999999948828 }, { "x": 3.35, "y": 0.99999999957174 }, { "x": 3.4, "y": 0.99999999964092 }, { "x": 3.45, "y": 0.99999999969838 }, { "x": 3.5, "y": 0.99999999974619 }, { "x": 3.55, "y": 0.99999999978605 }, { "x": 3.6, "y": 0.99999999981934 }, { "x": 3.65, "y": 0.9999999998472 }, { "x": 3.7, "y": 0.99999999987055 }, { "x": 3.75, "y": 0.99999999989016 }, { "x": 3.8, "y": 0.99999999990665 }, { "x": 3.85, "y": 0.99999999992054 }, { "x": 3.9, "y": 0.99999999993227 }, { "x": 3.94999999999999, "y": 0.99999999994218 }, { "x": 3.99999999999999, "y": 0.99999999995057 } ] }, { "id": 599, "curve_id": "E2.9", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Small substation", "ci_detail": "Unanchored/standard components", "source_type": "Peer-reviewed", "source_abbrev": "Omidvar et al. (2017)", "source_detail": "Omidvar, B., Azizi, R., and Abdollahi, Y.: Seismic Risk Assessment of Power Substations, Environmental Energy and Economic Research, 1, 43–60, https://doi.org/10.22097/eeer.2017.46456, 2017.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -1.04982212461886, "sigma": 0.40000000116520923, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.050, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "0", "geography": "Europe", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 5.7293435E-07 }, { "x": 0.1, "y": 0.0008683731522 }, { "x": 0.15, "y": 0.01707717673533 }, { "x": 0.2, "y": 0.08090057370063 }, { "x": 0.25, "y": 0.20012338585974 }, { "x": 0.3, "y": 0.34997917151897 }, { "x": 0.35, "y": 0.5 }, { "x": 0.4, "y": 0.63074550502729 }, { "x": 0.45, "y": 0.73509172255075 }, { "x": 0.5, "y": 0.81371973474595 }, { "x": 0.55, "y": 0.87075405206433 }, { "x": 0.6, "y": 0.9110889654764 }, { "x": 0.65, "y": 0.9391404459077 }, { "x": 0.7, "y": 0.95844042912959 }, { "x": 0.75, "y": 0.97163271342827 }, { "x": 0.8, "y": 0.98061861624661 }, { "x": 0.85, "y": 0.98673137651501 }, { "x": 0.9, "y": 0.99089091881976 }, { "x": 0.95, "y": 0.99372556975585 }, { "x": 1, "y": 0.99566189003295 }, { "x": 1.05, "y": 0.99698853775706 }, { "x": 1.1, "y": 0.99790062617055 }, { "x": 1.15, "y": 0.99853008382372 }, { "x": 1.2, "y": 0.99896624459395 }, { "x": 1.25, "y": 0.99926973606159 }, { "x": 1.3, "y": 0.99948182117363 }, { "x": 1.35, "y": 0.99963067576654 }, { "x": 1.4, "y": 0.99973560879348 }, { "x": 1.45, "y": 0.99980990353141 }, { "x": 1.5, "y": 0.99986273454017 }, { "x": 1.55, "y": 0.99990046456095 }, { "x": 1.6, "y": 0.99992752467411 }, { "x": 1.65, "y": 0.99994701368695 }, { "x": 1.7, "y": 0.99996110781195 }, { "x": 1.75, "y": 0.99997134174908 }, { "x": 1.8, "y": 0.99997880229467 }, { "x": 1.85, "y": 0.99998426223108 }, { "x": 1.9, "y": 0.99998827329086 }, { "x": 1.95, "y": 0.99999123096561 }, { "x": 2, "y": 0.99999341986917 }, { "x": 2.05, "y": 0.99999504561707 }, { "x": 2.1, "y": 0.99999625731936 }, { "x": 2.15, "y": 0.9999971635132 }, { "x": 2.2, "y": 0.99999784349233 }, { "x": 2.25, "y": 0.99999835539441 }, { "x": 2.3, "y": 0.99999874199564 }, { "x": 2.35, "y": 0.99999903487821 }, { "x": 2.4, "y": 0.99999925743841 }, { "x": 2.45, "y": 0.99999942706565 }, { "x": 2.5, "y": 0.99999955672655 }, { "x": 2.55, "y": 0.99999965612048 }, { "x": 2.6, "y": 0.99999973252529994 }, { "x": 2.65, "y": 0.99999979141852 }, { "x": 2.7, "y": 0.99999983693491 }, { "x": 2.75, "y": 0.99999987220473 }, { "x": 2.8, "y": 0.99999989960453 }, { "x": 2.85, "y": 0.99999992094366 }, { "x": 2.9, "y": 0.99999993760339 }, { "x": 2.95, "y": 0.99999995064105 }, { "x": 3, "y": 0.99999996086807 }, { "x": 3.05, "y": 0.99999996890882 }, { "x": 3.1, "y": 0.9999999752449 }, { "x": 3.15, "y": 0.99999998024874 }, { "x": 3.2, "y": 0.99999998420899 }, { "x": 3.25, "y": 0.99999998734994 }, { "x": 3.3, "y": 0.99999998984628 }, { "x": 3.35, "y": 0.99999999183433 }, { "x": 3.4, "y": 0.99999999342075 }, { "x": 3.45, "y": 0.99999999468916 }, { "x": 3.5, "y": 0.99999999570526 }, { "x": 3.55, "y": 0.99999999652078 }, { "x": 3.6, "y": 0.99999999717651 }, { "x": 3.65, "y": 0.99999999770473 }, { "x": 3.7, "y": 0.99999999813098 }, { "x": 3.75, "y": 0.99999999847556 }, { "x": 3.8, "y": 0.9999999987546 }, { "x": 3.85, "y": 0.99999999898093 }, { "x": 3.9, "y": 0.99999999916483 }, { "x": 3.94999999999999, "y": 0.99999999931448 }, { "x": 3.99999999999999, "y": 0.99999999943647 } ] }, { "id": 600, "curve_id": "E20.1", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Small lift station", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.415515443985389, "sigma": 0.65000000008127556, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.416, σ=0.650, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.60020793E-05 }, { "x": 0.1, "y": 0.00184694725695 }, { "x": 0.15, "y": 0.01132189856382 }, { "x": 0.2, "y": 0.03311943254972 }, { "x": 0.25, "y": 0.06765238897713 }, { "x": 0.3, "y": 0.11256274559836 }, { "x": 0.35, "y": 0.16456780759341 }, { "x": 0.4, "y": 0.22052435305545 }, { "x": 0.45, "y": 0.27785723699364 }, { "x": 0.5, "y": 0.33464386976368 }, { "x": 0.55, "y": 0.38954899450312 }, { "x": 0.6, "y": 0.44171162374542 }, { "x": 0.65, "y": 0.49063033825305 }, { "x": 0.7, "y": 0.53606452738734 }, { "x": 0.75, "y": 0.57795582460147 }, { "x": 0.8, "y": 0.6163684475233 }, { "x": 0.85, "y": 0.65144529477753 }, { "x": 0.9, "y": 0.68337641237641 }, { "x": 0.95, "y": 0.71237682872869 }, { "x": 1, "y": 0.73867131807852 }, { "x": 1.05, "y": 0.7624841986299 }, { "x": 1.1, "y": 0.78403273691606 }, { "x": 1.15, "y": 0.80352310104441 }, { "x": 1.2, "y": 0.82114809056649 }, { "x": 1.25, "y": 0.83708608480356 }, { "x": 1.3, "y": 0.8515008097732 }, { "x": 1.35, "y": 0.86454163969862 }, { "x": 1.4, "y": 0.87634423317228 }, { "x": 1.45, "y": 0.88703136470284 }, { "x": 1.5, "y": 0.89671385588582 }, { "x": 1.55, "y": 0.90549154147925 }, { "x": 1.6, "y": 0.91345422767974 }, { "x": 1.65, "y": 0.92068261539858 }, { "x": 1.7, "y": 0.92724917216454 }, { "x": 1.75, "y": 0.93321894375613 }, { "x": 1.8, "y": 0.93865030175354 }, { "x": 1.85, "y": 0.94359562659 }, { "x": 1.9, "y": 0.94810192787466 }, { "x": 1.95, "y": 0.95221140511097 }, { "x": 2, "y": 0.95596195270456 }, { "x": 2.05, "y": 0.95938761352481 }, { "x": 2.1, "y": 0.96251898538638 }, { "x": 2.15, "y": 0.96538358474314 }, { "x": 2.2, "y": 0.96800617170234 }, { "x": 2.25, "y": 0.97040904021681 }, { "x": 2.3, "y": 0.97261227702926 }, { "x": 2.35, "y": 0.97463399264601 }, { "x": 2.4, "y": 0.97649052732212 }, { "x": 2.45, "y": 0.97819663475522 }, { "x": 2.5, "y": 0.97976564591582 }, { "x": 2.55, "y": 0.9812096151922 }, { "x": 2.6, "y": 0.9825394507974 }, { "x": 2.65, "y": 0.98376503117668 }, { "x": 2.7, "y": 0.98489530896353 }, { "x": 2.75, "y": 0.98593840386186 }, { "x": 2.8, "y": 0.98690168567842 }, { "x": 2.85, "y": 0.98779184859259 }, { "x": 2.9, "y": 0.98861497762846 }, { "x": 2.95, "y": 0.98937660818555 }, { "x": 3, "y": 0.99008177938769 }, { "x": 3.05, "y": 0.99073508192412 }, { "x": 3.1, "y": 0.99134070098064 }, { "x": 3.15, "y": 0.99190245479172 }, { "x": 3.2, "y": 0.99242382928424 }, { "x": 3.25, "y": 0.99290800923147 }, { "x": 3.3, "y": 0.99335790628864 }, { "x": 3.35, "y": 0.99377618424027 }, { "x": 3.4, "y": 0.99416528175304 }, { "x": 3.45, "y": 0.99452743289516 }, { "x": 3.5, "y": 0.99486468565484 }, { "x": 3.55, "y": 0.99517891866488 }, { "x": 3.6, "y": 0.99547185631784 }, { "x": 3.65, "y": 0.99574508243643 }, { "x": 3.7, "y": 0.99600005264575 }, { "x": 3.75, "y": 0.99623810557864 }, { "x": 3.8, "y": 0.99646047303107 }, { "x": 3.85, "y": 0.99666828917244 }, { "x": 3.9, "y": 0.99686259890422 }, { "x": 3.94999999999999, "y": 0.99704436545107 }, { "x": 3.99999999999999, "y": 0.99721447725931 } ] }, { "id": 601, "curve_id": "E20.2", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Small lift station", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.415515443985389, "sigma": 0.65000000008127556, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.416, σ=0.650, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.60020793E-05 }, { "x": 0.1, "y": 0.00184694725695 }, { "x": 0.15, "y": 0.01132189856382 }, { "x": 0.2, "y": 0.03311943254972 }, { "x": 0.25, "y": 0.06765238897713 }, { "x": 0.3, "y": 0.11256274559836 }, { "x": 0.35, "y": 0.16456780759341 }, { "x": 0.4, "y": 0.22052435305545 }, { "x": 0.45, "y": 0.27785723699364 }, { "x": 0.5, "y": 0.33464386976368 }, { "x": 0.55, "y": 0.38954899450312 }, { "x": 0.6, "y": 0.44171162374542 }, { "x": 0.65, "y": 0.49063033825305 }, { "x": 0.7, "y": 0.53606452738734 }, { "x": 0.75, "y": 0.57795582460147 }, { "x": 0.8, "y": 0.6163684475233 }, { "x": 0.85, "y": 0.65144529477753 }, { "x": 0.9, "y": 0.68337641237641 }, { "x": 0.95, "y": 0.71237682872869 }, { "x": 1, "y": 0.73867131807852 }, { "x": 1.05, "y": 0.7624841986299 }, { "x": 1.1, "y": 0.78403273691606 }, { "x": 1.15, "y": 0.80352310104441 }, { "x": 1.2, "y": 0.82114809056649 }, { "x": 1.25, "y": 0.83708608480356 }, { "x": 1.3, "y": 0.8515008097732 }, { "x": 1.35, "y": 0.86454163969862 }, { "x": 1.4, "y": 0.87634423317228 }, { "x": 1.45, "y": 0.88703136470284 }, { "x": 1.5, "y": 0.89671385588582 }, { "x": 1.55, "y": 0.90549154147925 }, { "x": 1.6, "y": 0.91345422767974 }, { "x": 1.65, "y": 0.92068261539858 }, { "x": 1.7, "y": 0.92724917216454 }, { "x": 1.75, "y": 0.93321894375613 }, { "x": 1.8, "y": 0.93865030175354 }, { "x": 1.85, "y": 0.94359562659 }, { "x": 1.9, "y": 0.94810192787466 }, { "x": 1.95, "y": 0.95221140511097 }, { "x": 2, "y": 0.95596195270456 }, { "x": 2.05, "y": 0.95938761352481 }, { "x": 2.1, "y": 0.96251898538638 }, { "x": 2.15, "y": 0.96538358474314 }, { "x": 2.2, "y": 0.96800617170234 }, { "x": 2.25, "y": 0.97040904021681 }, { "x": 2.3, "y": 0.97261227702926 }, { "x": 2.35, "y": 0.97463399264601 }, { "x": 2.4, "y": 0.97649052732212 }, { "x": 2.45, "y": 0.97819663475522 }, { "x": 2.5, "y": 0.97976564591582 }, { "x": 2.55, "y": 0.9812096151922 }, { "x": 2.6, "y": 0.9825394507974 }, { "x": 2.65, "y": 0.98376503117668 }, { "x": 2.7, "y": 0.98489530896353 }, { "x": 2.75, "y": 0.98593840386186 }, { "x": 2.8, "y": 0.98690168567842 }, { "x": 2.85, "y": 0.98779184859259 }, { "x": 2.9, "y": 0.98861497762846 }, { "x": 2.95, "y": 0.98937660818555 }, { "x": 3, "y": 0.99008177938769 }, { "x": 3.05, "y": 0.99073508192412 }, { "x": 3.1, "y": 0.99134070098064 }, { "x": 3.15, "y": 0.99190245479172 }, { "x": 3.2, "y": 0.99242382928424 }, { "x": 3.25, "y": 0.99290800923147 }, { "x": 3.3, "y": 0.99335790628864 }, { "x": 3.35, "y": 0.99377618424027 }, { "x": 3.4, "y": 0.99416528175304 }, { "x": 3.45, "y": 0.99452743289516 }, { "x": 3.5, "y": 0.99486468565484 }, { "x": 3.55, "y": 0.99517891866488 }, { "x": 3.6, "y": 0.99547185631784 }, { "x": 3.65, "y": 0.99574508243643 }, { "x": 3.7, "y": 0.99600005264575 }, { "x": 3.75, "y": 0.99623810557864 }, { "x": 3.8, "y": 0.99646047303107 }, { "x": 3.85, "y": 0.99666828917244 }, { "x": 3.9, "y": 0.99686259890422 }, { "x": 3.94999999999999, "y": 0.99704436545107 }, { "x": 3.99999999999999, "y": 0.99721447725931 } ] }, { "id": 602, "curve_id": "E20.3", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Medium/large lift station", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.261364764134563, "sigma": 0.65000000000049352, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.261, σ=0.650, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.295523527E-05 }, { "x": 0.1, "y": 0.0008437622691 }, { "x": 0.15, "y": 0.00592556314312 }, { "x": 0.2, "y": 0.01904157380476 }, { "x": 0.25, "y": 0.04175612978069 }, { "x": 0.3, "y": 0.07350608685602 }, { "x": 0.35, "y": 0.11256274559836 }, { "x": 0.4, "y": 0.15682844851602 }, { "x": 0.45, "y": 0.20429605705161 }, { "x": 0.5, "y": 0.25325535461367 }, { "x": 0.55, "y": 0.30235138616514 }, { "x": 0.6, "y": 0.350568555683 }, { "x": 0.65, "y": 0.39718379332406 }, { "x": 0.7, "y": 0.44171162374542 }, { "x": 0.75, "y": 0.4838519704793 }, { "x": 0.8, "y": 0.52344503886041 }, { "x": 0.85, "y": 0.56043434026705 }, { "x": 0.9, "y": 0.59483740520367 }, { "x": 0.95, "y": 0.6267231404584 }, { "x": 1, "y": 0.65619465009181 }, { "x": 1.05, "y": 0.68337641237641 }, { "x": 1.1, "y": 0.70840485687375 }, { "x": 1.15, "y": 0.7314215548738 }, { "x": 1.2, "y": 0.75256839416902 }, { "x": 1.25, "y": 0.77198424493461 }, { "x": 1.3, "y": 0.78980273523777 }, { "x": 1.35, "y": 0.8061508441327 }, { "x": 1.4, "y": 0.82114809056649 }, { "x": 1.45, "y": 0.8349061508335 }, { "x": 1.5, "y": 0.84752877921746 }, { "x": 1.55, "y": 0.85911193844954 }, { "x": 1.6, "y": 0.86974407089738 }, { "x": 1.65, "y": 0.87950645975706 }, { "x": 1.7, "y": 0.88847364333745 }, { "x": 1.75, "y": 0.89671385588582 }, { "x": 1.8, "y": 0.90428947613878 }, { "x": 1.85, "y": 0.91125747053102 }, { "x": 1.9, "y": 0.91766982224389 }, { "x": 1.95, "y": 0.92357394039657 }, { "x": 2, "y": 0.92901304595549 }, { "x": 2.05, "y": 0.93402653257585 }, { "x": 2.1, "y": 0.93865030175354 }, { "x": 2.15, "y": 0.94291707247757 }, { "x": 2.2, "y": 0.9468566661246 }, { "x": 2.25, "y": 0.95049626769656 }, { "x": 2.3, "y": 0.95386066472197 }, { "x": 2.35, "y": 0.95697246526002 }, { "x": 2.4, "y": 0.95985229649273 }, { "x": 2.45, "y": 0.96251898538638 }, { "x": 2.5, "y": 0.96498972286454 }, { "x": 2.55, "y": 0.96728021287381 }, { "x": 2.6, "y": 0.96940480764779 }, { "x": 2.65, "y": 0.97137663039155 }, { "x": 2.7, "y": 0.97320768652243 }, { "x": 2.75, "y": 0.9749089645161 }, { "x": 2.8, "y": 0.97649052732212 }, { "x": 2.85, "y": 0.97796159523217 }, { "x": 2.9, "y": 0.97933062100669 }, { "x": 2.95, "y": 0.98060535799419 }, { "x": 3, "y": 0.98179292190984 }, { "x": 3.05, "y": 0.98289984687846 }, { "x": 3.1, "y": 0.98393213629002 }, { "x": 3.15, "y": 0.98489530896353 }, { "x": 3.2, "y": 0.98579444106791 }, { "x": 3.25, "y": 0.98663420420507 }, { "x": 3.3, "y": 0.98741890002118 }, { "x": 3.35, "y": 0.98815249167664 }, { "x": 3.4, "y": 0.98883863247299 }, { "x": 3.45, "y": 0.98948069190596 }, { "x": 3.5, "y": 0.99008177938769 }, { "x": 3.55, "y": 0.99064476585724 }, { "x": 3.6, "y": 0.99117230347738 }, { "x": 3.65, "y": 0.9916668435963 }, { "x": 3.7, "y": 0.99213065313551 }, { "x": 3.75, "y": 0.99256582954965 }, { "x": 3.8, "y": 0.99297431448969 }, { "x": 3.85, "y": 0.99335790628864 }, { "x": 3.9, "y": 0.99371827137703 }, { "x": 3.94999999999999, "y": 0.99405695472564 }, { "x": 3.99999999999999, "y": 0.99437538940312 } ] }, { "id": 603, "curve_id": "E20.4", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Medium/large lift station", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.261364764134563, "sigma": 0.65000000000049352, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.261, σ=0.650, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.295523527E-05 }, { "x": 0.1, "y": 0.0008437622691 }, { "x": 0.15, "y": 0.00592556314312 }, { "x": 0.2, "y": 0.01904157380476 }, { "x": 0.25, "y": 0.04175612978069 }, { "x": 0.3, "y": 0.07350608685602 }, { "x": 0.35, "y": 0.11256274559836 }, { "x": 0.4, "y": 0.15682844851602 }, { "x": 0.45, "y": 0.20429605705161 }, { "x": 0.5, "y": 0.25325535461367 }, { "x": 0.55, "y": 0.30235138616514 }, { "x": 0.6, "y": 0.350568555683 }, { "x": 0.65, "y": 0.39718379332406 }, { "x": 0.7, "y": 0.44171162374542 }, { "x": 0.75, "y": 0.4838519704793 }, { "x": 0.8, "y": 0.52344503886041 }, { "x": 0.85, "y": 0.56043434026705 }, { "x": 0.9, "y": 0.59483740520367 }, { "x": 0.95, "y": 0.6267231404584 }, { "x": 1, "y": 0.65619465009181 }, { "x": 1.05, "y": 0.68337641237641 }, { "x": 1.1, "y": 0.70840485687375 }, { "x": 1.15, "y": 0.7314215548738 }, { "x": 1.2, "y": 0.75256839416902 }, { "x": 1.25, "y": 0.77198424493461 }, { "x": 1.3, "y": 0.78980273523777 }, { "x": 1.35, "y": 0.8061508441327 }, { "x": 1.4, "y": 0.82114809056649 }, { "x": 1.45, "y": 0.8349061508335 }, { "x": 1.5, "y": 0.84752877921746 }, { "x": 1.55, "y": 0.85911193844954 }, { "x": 1.6, "y": 0.86974407089738 }, { "x": 1.65, "y": 0.87950645975706 }, { "x": 1.7, "y": 0.88847364333745 }, { "x": 1.75, "y": 0.89671385588582 }, { "x": 1.8, "y": 0.90428947613878 }, { "x": 1.85, "y": 0.91125747053102 }, { "x": 1.9, "y": 0.91766982224389 }, { "x": 1.95, "y": 0.92357394039657 }, { "x": 2, "y": 0.92901304595549 }, { "x": 2.05, "y": 0.93402653257585 }, { "x": 2.1, "y": 0.93865030175354 }, { "x": 2.15, "y": 0.94291707247757 }, { "x": 2.2, "y": 0.9468566661246 }, { "x": 2.25, "y": 0.95049626769656 }, { "x": 2.3, "y": 0.95386066472197 }, { "x": 2.35, "y": 0.95697246526002 }, { "x": 2.4, "y": 0.95985229649273 }, { "x": 2.45, "y": 0.96251898538638 }, { "x": 2.5, "y": 0.96498972286454 }, { "x": 2.55, "y": 0.96728021287381 }, { "x": 2.6, "y": 0.96940480764779 }, { "x": 2.65, "y": 0.97137663039155 }, { "x": 2.7, "y": 0.97320768652243 }, { "x": 2.75, "y": 0.9749089645161 }, { "x": 2.8, "y": 0.97649052732212 }, { "x": 2.85, "y": 0.97796159523217 }, { "x": 2.9, "y": 0.97933062100669 }, { "x": 2.95, "y": 0.98060535799419 }, { "x": 3, "y": 0.98179292190984 }, { "x": 3.05, "y": 0.98289984687846 }, { "x": 3.1, "y": 0.98393213629002 }, { "x": 3.15, "y": 0.98489530896353 }, { "x": 3.2, "y": 0.98579444106791 }, { "x": 3.25, "y": 0.98663420420507 }, { "x": 3.3, "y": 0.98741890002118 }, { "x": 3.35, "y": 0.98815249167664 }, { "x": 3.4, "y": 0.98883863247299 }, { "x": 3.45, "y": 0.98948069190596 }, { "x": 3.5, "y": 0.99008177938769 }, { "x": 3.55, "y": 0.99064476585724 }, { "x": 3.6, "y": 0.99117230347738 }, { "x": 3.65, "y": 0.9916668435963 }, { "x": 3.7, "y": 0.99213065313551 }, { "x": 3.75, "y": 0.99256582954965 }, { "x": 3.8, "y": 0.99297431448969 }, { "x": 3.85, "y": 0.99335790628864 }, { "x": 3.9, "y": 0.99371827137703 }, { "x": 3.94999999999999, "y": 0.99405695472564 }, { "x": 3.99999999999999, "y": 0.99437538940312 } ] }, { "id": 604, "curve_id": "E21.1", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Masonry kindergarten, primary, lower secondary, higher secondary schools and others", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021b)", "source_detail": "Giordano, N., De Luca, F., Sextos, A., Ramirez Cortes, F., Fonseca Ferreira, C., and Wu, J.: Empirical seismic fragility models for Nepalese school buildings, Nat Hazards, 105, 339–362, https://doi.org/10.1007/s11069-020-04312-1, 2021b.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "datapoints_given", "mu": -0.941608539926108, "sigma": 0.8200000001649147, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.942, σ=0.820, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00612206866493 }, { "x": 0.1, "y": 0.04848464186732 }, { "x": 0.15, "y": 0.12195731561232 }, { "x": 0.2, "y": 0.20770045610333 }, { "x": 0.25, "y": 0.29380600287851 }, { "x": 0.3, "y": 0.37450068351099 }, { "x": 0.35, "y": 0.44750488589392 }, { "x": 0.4, "y": 0.51231553600482 }, { "x": 0.45, "y": 0.56926893049101 }, { "x": 0.5, "y": 0.61905570084876 }, { "x": 0.55, "y": 0.662477285061 }, { "x": 0.6, "y": 0.70032831671592 }, { "x": 0.65, "y": 0.73334396447858 }, { "x": 0.7, "y": 0.76218034128542 }, { "x": 0.75, "y": 0.78741131821445 }, { "x": 0.8, "y": 0.80953304077842 }, { "x": 0.85, "y": 0.8289716360597 }, { "x": 0.9, "y": 0.84609181630486 }, { "x": 0.95, "y": 0.86120525976176 }, { "x": 1, "y": 0.87457826954797 } ] }, { "id": 605, "curve_id": "E21.10", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Brick-cement unreinforced masonry two-to-four stories (URM-BC24)", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021a)", "source_detail": "Giordano, N., Luca, F. De, and Sextos, A.: Analytical fragility curves for masonry school building portfolios in Nepal, Bulletin of Earthquake Engineering, 19, 1121–1150, https://doi.org/10.1007/s10518-020-00989-8, 2021a.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "datapoints_given", "mu": -1.17118298150426, "sigma": 0.31000000000786893, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.171, σ=0.310, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.98255E-09 }, { "x": 0.1, "y": 0.00013128143655 }, { "x": 0.15, "y": 0.00959723923153 }, { "x": 0.2, "y": 0.07872124529681 }, { "x": 0.25, "y": 0.24387005467555 }, { "x": 0.3, "y": 0.45788098297316 }, { "x": 0.35, "y": 0.65228121732378 }, { "x": 0.4, "y": 0.79452786772283 }, { "x": 0.45, "y": 0.88535278023816 }, { "x": 0.5, "y": 0.93846939603612 }, { "x": 0.55, "y": 0.96780740430059 }, { "x": 0.6, "y": 0.9834218295549 }, { "x": 0.65, "y": 0.99153875134553 }, { "x": 0.7, "y": 0.99569856617858 }, { "x": 0.75, "y": 0.99781405869886 }, { "x": 0.8, "y": 0.99888661465316 }, { "x": 0.85, "y": 0.99943054772619 }, { "x": 0.9, "y": 0.99970713434772 }, { "x": 0.95, "y": 0.99984839815702 }, { "x": 1, "y": 0.99992095661239 }, { "x": 1.05, "y": 0.99995847040172 }, { "x": 1.1, "y": 0.99997800538217 }, { "x": 1.15, "y": 0.99998825579567 }, { "x": 1.2, "y": 0.99999367703415 }, { "x": 1.25, "y": 0.99999656743234 }, { "x": 1.3, "y": 0.99999812108884 }, { "x": 1.35, "y": 0.99999896306229 }, { "x": 1.4, "y": 0.99999942307979 }, { "x": 1.45, "y": 0.99999967644864 }, { "x": 1.5, "y": 0.99999981711595 }, { "x": 1.55, "y": 0.99999989582841 }, { "x": 1.6, "y": 0.99999994021449 }, { "x": 1.65, "y": 0.99999996543425 }, { "x": 1.7, "y": 0.99999997987071 }, { "x": 1.75, "y": 0.99999998819484 }, { "x": 1.8, "y": 0.99999999302884 }, { "x": 1.85, "y": 0.99999999585564 }, { "x": 1.9, "y": 0.99999999751996 }, { "x": 1.95, "y": 0.99999999850638 }, { "x": 2, "y": 0.99999999909482 }, { "x": 2.05, "y": 0.99999999944808 }, { "x": 2.1, "y": 0.99999999966147 }, { "x": 2.15, "y": 0.99999999979114 }, { "x": 2.2, "y": 0.99999999987042 }, { "x": 2.25, "y": 0.99999999991915 }, { "x": 2.3, "y": 0.99999999994929 }, { "x": 2.35, "y": 0.99999999996802 }, { "x": 2.4, "y": 0.99999999997973 }, { "x": 2.45, "y": 0.99999999998709 }, { "x": 2.5, "y": 0.99999999999173 }, { "x": 2.55, "y": 0.99999999999468 }, { "x": 2.6, "y": 0.99999999999656 }, { "x": 2.65, "y": 0.99999999999777 }, { "x": 2.7, "y": 0.99999999999855 }, { "x": 2.75, "y": 0.99999999999905 }, { "x": 2.8, "y": 0.99999999999937 }, { "x": 2.85, "y": 0.99999999999959 }, { "x": 2.9, "y": 0.99999999999973 }, { "x": 2.95, "y": 0.99999999999982 }, { "x": 3, "y": 0.99999999999988 }, { "x": 3.05, "y": 0.99999999999992 }, { "x": 3.1, "y": 0.99999999999994 }, { "x": 3.15, "y": 0.99999999999996 }, { "x": 3.2, "y": 0.99999999999997 }, { "x": 3.25, "y": 0.99999999999998 }, { "x": 3.3, "y": 0.99999999999999 }, { "x": 3.35, "y": 0.99999999999999 }, { "x": 3.4, "y": 0.99999999999999 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 606, "curve_id": "E21.11", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "four-story reinforced concrete shear wall building with moment resisting frames", "source_type": "Peer-reviewed", "source_abbrev": "Hancilar et al. (2014)", "source_detail": "Hancilar, U., Çakt, E., Erdik, M., Franco, G. E., and Deodatis, G.: Earthquake vulnerability of school buildings : Probabilistic structural fragility analyses, Soil Dynamics and Earthquake Engineering, 67, 169–178, https://doi.org/10.1016/j.soildyn.2014.09.005, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "datapoints_given", "mu": -0.162518929498421, "sigma": 0.67000000000095994, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.163, σ=0.670, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Turkey", "hazard_type": "Earthquake", "num_points": 27, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.175349627E-05 }, { "x": 0.1, "y": 0.0007012681138 }, { "x": 0.15, "y": 0.00481335854187 }, { "x": 0.2, "y": 0.01540257689654 }, { "x": 0.25, "y": 0.03388519606327 }, { "x": 0.3, "y": 0.06004347150519 }, { "x": 0.35, "y": 0.09269621663748 }, { "x": 0.4, "y": 0.13028762261469 }, { "x": 0.45, "y": 0.17125005245575 }, { "x": 0.5, "y": 0.2141854505567 }, { "x": 0.55, "y": 0.25793381698506 }, { "x": 0.6, "y": 0.30158032116817 }, { "x": 0.65, "y": 0.34443316776707 }, { "x": 0.7, "y": 0.38599032520434 }, { "x": 0.75, "y": 0.42590454385087 }, { "x": 0.8, "y": 0.46395110127385 }, { "x": 0.85, "y": 0.5 }, { "x": 0.9, "y": 0.53399295266887 }, { "x": 0.95, "y": 0.56592483434744 }, { "x": 1, "y": 0.59582902067849 }, { "x": 1.05, "y": 0.6237659707381 }, { "x": 1.1, "y": 0.64981444913514 }, { "x": 1.15, "y": 0.67406485656036 }, { "x": 1.2, "y": 0.6966142228031 }, { "x": 1.25, "y": 0.71756249737996 }, { "x": 1.3, "y": 0.73700984457344 } ] }, { "id": 607, "curve_id": "E21.12", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "four-story reinforced concrete shear wall building with moment resisting frames", "source_type": "Peer-reviewed", "source_abbrev": "Hancilar et al. (2014)", "source_detail": "Hancilar, U., Çakt, E., Erdik, M., Franco, G. E., and Deodatis, G.: Earthquake vulnerability of school buildings : Probabilistic structural fragility analyses, Soil Dynamics and Earthquake Engineering, 67, 169–178, https://doi.org/10.1016/j.soildyn.2014.09.005, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "datapoints_given", "mu": 4.2009542972363549, "sigma": 0.33000000013977926, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.201, σ=0.330, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Turkey", "hazard_type": "Earthquake", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 1.4E-13 }, { "x": 7, "y": 4.14E-12 }, { "x": 8, "y": 6.43E-11 }, { "x": 9, "y": 6.32E-10 }, { "x": 10, "y": 4.39318E-09 }, { "x": 11, "y": 2.330043E-08 }, { "x": 12, "y": 9.956689E-08 }, { "x": 13, "y": 3.5686358E-07 }, { "x": 14, "y": 1.10601234E-06 }, { "x": 15, "y": 3.03477753E-06 }, { "x": 16, "y": 7.51048884E-06 }, { "x": 17, "y": 1.701520403E-05 }, { "x": 18, "y": 3.571641205E-05 }, { "x": 19, "y": 7.01547119E-05 }, { "x": 20, "y": 0.00013000773095 }, { "x": 21, "y": 0.00022887115514 }, { "x": 22, "y": 0.00038498653661 }, { "x": 23, "y": 0.00062184329 }, { "x": 24, "y": 0.00096858899678 }, { "x": 25, "y": 0.00146019635065 }, { "x": 26, "y": 0.0021373544016 }, { "x": 27, "y": 0.00304607342871 }, { "x": 28, "y": 0.00423701415733 }, { "x": 29, "y": 0.00576457097616 }, { "x": 30, "y": 0.00768575379715 }, { "x": 31, "y": 0.01005892342849 }, { "x": 32, "y": 0.01294244061805 }, { "x": 33, "y": 0.01639328959603 }, { "x": 34, "y": 0.02046573367552 }, { "x": 35, "y": 0.02521005413126 }, { "x": 36, "y": 0.0306714151154 }, { "x": 37, "y": 0.0368888876952 }, { "x": 38, "y": 0.04389465602331 }, { "x": 39, "y": 0.0517134188448 }, { "x": 40, "y": 0.06036199051538 }, { "x": 41, "y": 0.06984909780439 }, { "x": 42, "y": 0.08017536219053 }, { "x": 43, "y": 0.09133345221251 }, { "x": 44, "y": 0.10330838669785 }, { "x": 45, "y": 0.1160779672719 }, { "x": 46, "y": 0.12961331731093 }, { "x": 47, "y": 0.14387950427836 }, { "x": 48, "y": 0.15883622299396 }, { "x": 49, "y": 0.17443851864888 }, { "x": 50, "y": 0.19063753012633 }, { "x": 51, "y": 0.20738123626039 }, { "x": 52, "y": 0.22461518992926 }, { "x": 53, "y": 0.24228322721922 }, { "x": 54, "y": 0.26032814121764 }, { "x": 55, "y": 0.27869231222566 }, { "x": 56, "y": 0.29731828826889 }, { "x": 57, "y": 0.31614931169083 }, { "x": 58, "y": 0.33512978931518 }, { "x": 59, "y": 0.35420570514838 }, { "x": 60, "y": 0.37332497586176 }, { "x": 61, "y": 0.39243775034724 }, { "x": 62, "y": 0.4114966554956 }, { "x": 63, "y": 0.43045699101337 }, { "x": 64, "y": 0.44927687659422 }, { "x": 65, "y": 0.46791735510943 }, { "x": 66, "y": 0.4863424557 }, { "x": 67, "y": 0.50451922075899 }, { "x": 68, "y": 0.52241770080425 }, { "x": 69, "y": 0.54001092117612 }, { "x": 70, "y": 0.55727482436726 }, { "x": 71, "y": 0.57418819161626 }, { "x": 72, "y": 0.59073254718567 }, { "x": 73, "y": 0.60689204850882 }, { "x": 74, "y": 0.62265336513813 }, { "x": 75, "y": 0.63800554916746 }, { "x": 76, "y": 0.6529398995395 }, { "x": 77, "y": 0.667449822391 }, { "x": 78, "y": 0.68153068933809 }, { "x": 79, "y": 0.69517969536435 }, { "x": 80, "y": 0.70839571774718 }, { "x": 81, "y": 0.72117917724655 }, { "x": 82, "y": 0.73353190258353 }, { "x": 83, "y": 0.74545699905621 }, { "x": 84, "y": 0.75695872197685 }, { "x": 85, "y": 0.76804235546662 }, { "x": 86, "y": 0.7787140970127 }, { "x": 87, "y": 0.78898094807523 }, { "x": 88, "y": 0.79885061092981 }, { "x": 89, "y": 0.80833139184136 }, { "x": 90, "y": 0.81743211058897 }, { "x": 91, "y": 0.8261620162956 }, { "x": 92, "y": 0.83453070946171 }, { "x": 93, "y": 0.84254807005654 }, { "x": 94, "y": 0.85022419148334 }, { "x": 95, "y": 0.85756932020598 }, { "x": 96, "y": 0.86459380080106 }, { "x": 97, "y": 0.87130802618339 }, { "x": 98, "y": 0.87772239274071 }, { "x": 99, "y": 0.88384726010652 }, { "x": 100, "y": 0.88969291529649 }, { "x": 101, "y": 0.89526954093392 }, { "x": 102, "y": 0.90058718729227 }, { "x": 103, "y": 0.9056557478879 }, { "x": 104, "y": 0.91048493836267 }, { "x": 105, "y": 0.9150842784046 }, { "x": 106, "y": 0.91946307646406 }, { "x": 107, "y": 0.92363041703322 }, { "x": 108, "y": 0.92759515026762 }, { "x": 109, "y": 0.93136588373971 }, { "x": 110, "y": 0.9349509761263 }, { "x": 111, "y": 0.9383585326429 }, { "x": 112, "y": 0.94159640204998 }, { "x": 113, "y": 0.94467217506756 }, { "x": 114, "y": 0.94759318404538 }, { "x": 115, "y": 0.95036650374732 }, { "x": 116, "y": 0.95299895311877 }, { "x": 117, "y": 0.95549709791591 }, { "x": 118, "y": 0.95786725408575 }, { "x": 119, "y": 0.9601154917943 }, { "x": 120, "y": 0.96224764000978 } ] }, { "id": 608, "curve_id": "E21.13", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "four-story reinforced concrete shear wall building with moment resisting frames", "source_type": "Peer-reviewed", "source_abbrev": "Hancilar et al. (2014)", "source_detail": "Hancilar, U., Çakt, E., Erdik, M., Franco, G. E., and Deodatis, G.: Earthquake vulnerability of school buildings : Probabilistic structural fragility analyses, Soil Dynamics and Earthquake Engineering, 67, 169–178, https://doi.org/10.1016/j.soildyn.2014.09.005, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "datapoints_given", "mu": 7.8864106444569817, "sigma": 1.2393816591554294, "method": "Curve fitting", "mu_sigma_quality": 0.69491169236570993, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=7.886, σ=1.239, R²=0.695; Mu/sigma can be used for reconstruction (quality: 0.695); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Elastic spectral displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Turkey", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 1, "y": 0 }, { "x": 1.5, "y": 0 }, { "x": 2, "y": 0 }, { "x": 2.5, "y": 0 }, { "x": 3, "y": 0 }, { "x": 3.5, "y": 1E-14 }, { "x": 4, "y": 1.2E-13 }, { "x": 4.5, "y": 9.6E-13 }, { "x": 5, "y": 5.86E-12 }, { "x": 5.5, "y": 2.854E-11 }, { "x": 6, "y": 1.1565E-10 }, { "x": 6.5, "y": 4.0299E-10 }, { "x": 7, "y": 1.23827E-09 }, { "x": 7.5, "y": 3.42175E-09 }, { "x": 8, "y": 8.63636E-09 }, { "x": 8.5, "y": 2.015994E-08 }, { "x": 9, "y": 4.396882E-08 }, { "x": 9.5, "y": 9.035327E-08 }, { "x": 10, "y": 1.761676E-07 }, { "x": 10.5, "y": 3.278303E-07 }, { "x": 11, "y": 5.8517199E-07 }, { "x": 11.5, "y": 1.00620294E-06 }, { "x": 12, "y": 1.67283742E-06 }, { "x": 12.5, "y": 2.69757405E-06 }, { "x": 13, "y": 4.23108946E-06 }, { "x": 13.5, "y": 6.47066227E-06 }, { "x": 14, "y": 9.66930559E-06 }, { "x": 14.5, "y": 1.414545299E-05 }, { "x": 15, "y": 2.029301536E-05 } ] }, { "id": 609, "curve_id": "E21.14", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "RC frame- two story - non-seismic design (especially used for primary and secondary schools)", "source_type": "Peer-reviewed", "source_abbrev": "D'Ayala et al. (2020)", "source_detail": "D’Ayala, D., Galasso, C., Nassirpour, A., Adhikari, R. K., Yamin, L., Fernandez, R., Lo, D., Garciano, L., and Oreta, A.: Resilient communities through safer schools, International Journal of Disaster Risk Reduction, 45, 101446, https://doi.org/10.1016/j.ijdrr.2019.101446, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "figure_given", "mu": 0.00800620630951443, "sigma": 0.35080197576040317, "method": "Curve fitting", "mu_sigma_quality": 0.99988249061504009, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.008, σ=0.351, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Philippines", "hazard_type": "Earthquake", "num_points": 41, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0.001 }, { "x": 0.35, "y": 0.001 }, { "x": 0.4, "y": 0.007 }, { "x": 0.45, "y": 0.016 }, { "x": 0.5, "y": 0.032 }, { "x": 0.55, "y": 0.051 }, { "x": 0.6, "y": 0.079 }, { "x": 0.65, "y": 0.114 }, { "x": 0.7, "y": 0.157 }, { "x": 0.75, "y": 0.201 }, { "x": 0.8, "y": 0.249 }, { "x": 0.85, "y": 0.307 }, { "x": 0.9, "y": 0.365 }, { "x": 0.95, "y": 0.428 }, { "x": 1, "y": 0.491 }, { "x": 1.05, "y": 0.546 }, { "x": 1.1, "y": 0.599 }, { "x": 1.15, "y": 0.645 }, { "x": 1.2, "y": 0.687 }, { "x": 1.25, "y": 0.73 }, { "x": 1.3, "y": 0.766 }, { "x": 1.35, "y": 0.797 }, { "x": 1.4, "y": 0.826 }, { "x": 1.45, "y": 0.852 }, { "x": 1.5, "y": 0.875 }, { "x": 1.55, "y": 0.895 }, { "x": 1.6, "y": 0.908 }, { "x": 1.65, "y": 0.922 }, { "x": 1.7, "y": 0.934 }, { "x": 1.75, "y": 0.945 }, { "x": 1.8, "y": 0.954 }, { "x": 1.85, "y": 0.961 }, { "x": 1.9, "y": 0.967 }, { "x": 1.95, "y": 0.971 }, { "x": 2, "y": 0.975 } ] }, { "id": 610, "curve_id": "E21.15", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "RC frame- two story - seismic design (especially used for primary and secondary schools)", "source_type": "Peer-reviewed", "source_abbrev": "D'Ayala et al. (2020)", "source_detail": "D’Ayala, D., Galasso, C., Nassirpour, A., Adhikari, R. K., Yamin, L., Fernandez, R., Lo, D., Garciano, L., and Oreta, A.: Resilient communities through safer schools, International Journal of Disaster Risk Reduction, 45, 101446, https://doi.org/10.1016/j.ijdrr.2019.101446, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "figure_given", "mu": 0.18206201651692133, "sigma": 0.37198607602249334, "method": "Curve fitting", "mu_sigma_quality": 0.99984844951445817, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.182, σ=0.372, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Philippines", "hazard_type": "Earthquake", "num_points": 41, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0.003 }, { "x": 0.45, "y": 0.003 }, { "x": 0.5, "y": 0.016 }, { "x": 0.55, "y": 0.03 }, { "x": 0.6, "y": 0.043 }, { "x": 0.65, "y": 0.057 }, { "x": 0.7, "y": 0.075 }, { "x": 0.75, "y": 0.1 }, { "x": 0.8, "y": 0.132 }, { "x": 0.85, "y": 0.172 }, { "x": 0.9, "y": 0.217 }, { "x": 0.95, "y": 0.267 }, { "x": 1, "y": 0.315 }, { "x": 1.05, "y": 0.357 }, { "x": 1.1, "y": 0.402 }, { "x": 1.15, "y": 0.452 }, { "x": 1.2, "y": 0.499 }, { "x": 1.25, "y": 0.546 }, { "x": 1.3, "y": 0.591 }, { "x": 1.35, "y": 0.633 }, { "x": 1.4, "y": 0.664 }, { "x": 1.45, "y": 0.695 }, { "x": 1.5, "y": 0.723 }, { "x": 1.55, "y": 0.751 }, { "x": 1.6, "y": 0.78 }, { "x": 1.65, "y": 0.808 }, { "x": 1.7, "y": 0.825 }, { "x": 1.75, "y": 0.843 }, { "x": 1.8, "y": 0.862 }, { "x": 1.85, "y": 0.88 }, { "x": 1.9, "y": 0.892 }, { "x": 1.95, "y": 0.904 }, { "x": 2, "y": 0.91 } ] }, { "id": 611, "curve_id": "E21.16", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "RC frame - three story- non-seismic design (especially used for primary and secondary schools)", "source_type": "Peer-reviewed", "source_abbrev": "D'Ayala et al. (2020)", "source_detail": "D’Ayala, D., Galasso, C., Nassirpour, A., Adhikari, R. K., Yamin, L., Fernandez, R., Lo, D., Garciano, L., and Oreta, A.: Resilient communities through safer schools, International Journal of Disaster Risk Reduction, 45, 101446, https://doi.org/10.1016/j.ijdrr.2019.101446, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "figure_given", "mu": -0.311590293401116, "sigma": 0.26873765018491164, "method": "Curve fitting", "mu_sigma_quality": 0.99995802974987158, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.312, σ=0.269, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Philippines", "hazard_type": "Earthquake", "num_points": 41, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0.003 }, { "x": 0.35, "y": 0.006 }, { "x": 0.4, "y": 0.016 }, { "x": 0.45, "y": 0.039 }, { "x": 0.5, "y": 0.079 }, { "x": 0.55, "y": 0.148 }, { "x": 0.6, "y": 0.232 }, { "x": 0.65, "y": 0.323 }, { "x": 0.7, "y": 0.428 }, { "x": 0.75, "y": 0.533 }, { "x": 0.8, "y": 0.631 }, { "x": 0.85, "y": 0.715 }, { "x": 0.9, "y": 0.777 }, { "x": 0.95, "y": 0.831 }, { "x": 1, "y": 0.882 }, { "x": 1.05, "y": 0.912 }, { "x": 1.1, "y": 0.937 }, { "x": 1.15, "y": 0.956 }, { "x": 1.2, "y": 0.966 }, { "x": 1.25, "y": 0.975 }, { "x": 1.3, "y": 0.98 }, { "x": 1.35, "y": 0.984 }, { "x": 1.4, "y": 0.989 }, { "x": 1.45, "y": 0.995 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 } ] }, { "id": 612, "curve_id": "E21.17", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "RC frame - three story- seismic design (especially used for primary and secondary schools)", "source_type": "Peer-reviewed", "source_abbrev": "D'Ayala et al. (2020)", "source_detail": "D’Ayala, D., Galasso, C., Nassirpour, A., Adhikari, R. K., Yamin, L., Fernandez, R., Lo, D., Garciano, L., and Oreta, A.: Resilient communities through safer schools, International Journal of Disaster Risk Reduction, 45, 101446, https://doi.org/10.1016/j.ijdrr.2019.101446, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "figure_given", "mu": -0.0714741419930161, "sigma": 0.30934098243848157, "method": "Curve fitting", "mu_sigma_quality": 0.99997662879035465, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.071, σ=0.309, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Philippines", "hazard_type": "Earthquake", "num_points": 41, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0.01 }, { "x": 0.5, "y": 0.025 }, { "x": 0.55, "y": 0.043 }, { "x": 0.6, "y": 0.079 }, { "x": 0.65, "y": 0.124 }, { "x": 0.7, "y": 0.178 }, { "x": 0.75, "y": 0.239 }, { "x": 0.8, "y": 0.309 }, { "x": 0.85, "y": 0.387 }, { "x": 0.9, "y": 0.459 }, { "x": 0.95, "y": 0.528 }, { "x": 1, "y": 0.591 }, { "x": 1.05, "y": 0.649 }, { "x": 1.1, "y": 0.703 }, { "x": 1.15, "y": 0.756 }, { "x": 1.2, "y": 0.795 }, { "x": 1.25, "y": 0.83 }, { "x": 1.3, "y": 0.858 }, { "x": 1.35, "y": 0.883 }, { "x": 1.4, "y": 0.905 }, { "x": 1.45, "y": 0.923 }, { "x": 1.5, "y": 0.937 }, { "x": 1.55, "y": 0.949 }, { "x": 1.6, "y": 0.959 }, { "x": 1.65, "y": 0.969 }, { "x": 1.7, "y": 0.975 }, { "x": 1.75, "y": 0.982 }, { "x": 1.8, "y": 0.987 }, { "x": 1.85, "y": 0.992 }, { "x": 1.9, "y": 0.992 }, { "x": 1.95, "y": 0.992 }, { "x": 2, "y": 0.993 } ] }, { "id": 613, "curve_id": "E21.18", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Concrete ", "source_type": "Peer-reviewed", "source_abbrev": "Samadian et al. (2019)", "source_detail": "Samadian, D., Ghafory-ashtiany, M., Naderpour, H., and Eghbali, M.: Seismic resilience evaluation based on vulnerability curves for existing and retrofitted typical RC school buildings, Soil Dynamics and Earthquake Engineering, 127, 105844, https://doi.org/10.1016/j.soildyn.2019.105844, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "figure_given", "mu": -0.268920151160189, "sigma": 0.32828666249071642, "method": "Curve fitting", "mu_sigma_quality": 0.99997484984989871, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.269, σ=0.328, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0.001 }, { "x": 0.2, "y": 0.002 }, { "x": 0.25, "y": 0.003 }, { "x": 0.3, "y": 0.006 }, { "x": 0.35, "y": 0.011 }, { "x": 0.4, "y": 0.028 }, { "x": 0.45, "y": 0.06 }, { "x": 0.5, "y": 0.1 }, { "x": 0.55, "y": 0.159 }, { "x": 0.6, "y": 0.229 }, { "x": 0.65, "y": 0.31 }, { "x": 0.7, "y": 0.395 }, { "x": 0.75, "y": 0.474 }, { "x": 0.8, "y": 0.548 }, { "x": 0.85, "y": 0.631 }, { "x": 0.9, "y": 0.688 }, { "x": 0.95, "y": 0.751 }, { "x": 1, "y": 0.797 }, { "x": 1.05, "y": 0.836 }, { "x": 1.1, "y": 0.865 }, { "x": 1.15, "y": 0.893 }, { "x": 1.2, "y": 0.917 }, { "x": 1.25, "y": 0.933 }, { "x": 1.3, "y": 0.946 }, { "x": 1.35, "y": 0.958 }, { "x": 1.4, "y": 0.967 }, { "x": 1.45, "y": 0.975 }, { "x": 1.5, "y": 0.98 }, { "x": 1.55, "y": 0.984 }, { "x": 1.6, "y": 0.988 }, { "x": 1.65, "y": 0.992 }, { "x": 1.7, "y": 0.993 }, { "x": 1.75, "y": 0.994 }, { "x": 1.8, "y": 0.995 }, { "x": 1.85, "y": 0.996 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.95, "y": 1 }, { "x": 4, "y": 1 }, { "x": 4.05, "y": 1 }, { "x": 4.1, "y": 1 }, { "x": 4.15, "y": 1 }, { "x": 4.2, "y": 1 }, { "x": 4.25, "y": 1 }, { "x": 4.3, "y": 1 }, { "x": 4.35, "y": 1 }, { "x": 4.4, "y": 1 }, { "x": 4.45, "y": 1 }, { "x": 4.5, "y": 1 }, { "x": 4.55, "y": 1 }, { "x": 4.6, "y": 1 }, { "x": 4.65, "y": 1 }, { "x": 4.7, "y": 1 }, { "x": 4.75, "y": 1 }, { "x": 4.8, "y": 1 }, { "x": 4.85, "y": 1 }, { "x": 4.9, "y": 1 }, { "x": 4.95, "y": 1 }, { "x": 5, "y": 1 } ] }, { "id": 614, "curve_id": "E21.19", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Reinforced concrete", "source_type": "Peer-reviewed", "source_abbrev": "Samadian et al. (2019)", "source_detail": "Samadian, D., Ghafory-ashtiany, M., Naderpour, H., and Eghbali, M.: Seismic resilience evaluation based on vulnerability curves for existing and retrofitted typical RC school buildings, Soil Dynamics and Earthquake Engineering, 127, 105844, https://doi.org/10.1016/j.soildyn.2019.105844, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "figure_given", "mu": 0.24188069450722077, "sigma": 0.3864469816692705, "method": "Curve fitting", "mu_sigma_quality": 0.99997519956994763, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.242, σ=0.386, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.002 }, { "x": 0.1, "y": 0.002 }, { "x": 0.15, "y": 0.002 }, { "x": 0.2, "y": 0.002 }, { "x": 0.25, "y": 0.002 }, { "x": 0.3, "y": 0.003 }, { "x": 0.35, "y": 0.003 }, { "x": 0.4, "y": 0.004 }, { "x": 0.45, "y": 0.005 }, { "x": 0.5, "y": 0.008 }, { "x": 0.55, "y": 0.014 }, { "x": 0.6, "y": 0.024 }, { "x": 0.65, "y": 0.039 }, { "x": 0.7, "y": 0.061 }, { "x": 0.75, "y": 0.086 }, { "x": 0.8, "y": 0.113 }, { "x": 0.85, "y": 0.149 }, { "x": 0.9, "y": 0.183 }, { "x": 0.95, "y": 0.22 }, { "x": 1, "y": 0.268 }, { "x": 1.05, "y": 0.31 }, { "x": 1.1, "y": 0.354 }, { "x": 1.15, "y": 0.402 }, { "x": 1.2, "y": 0.442 }, { "x": 1.25, "y": 0.48 }, { "x": 1.3, "y": 0.517 }, { "x": 1.35, "y": 0.556 }, { "x": 1.4, "y": 0.596 }, { "x": 1.45, "y": 0.631 }, { "x": 1.5, "y": 0.662 }, { "x": 1.55, "y": 0.692 }, { "x": 1.6, "y": 0.721 }, { "x": 1.65, "y": 0.749 }, { "x": 1.7, "y": 0.775 }, { "x": 1.75, "y": 0.797 }, { "x": 1.8, "y": 0.818 }, { "x": 1.85, "y": 0.833 }, { "x": 1.9, "y": 0.849 }, { "x": 1.95, "y": 0.864 }, { "x": 2, "y": 0.879 }, { "x": 2.05, "y": 0.893 }, { "x": 2.1, "y": 0.902 }, { "x": 2.15, "y": 0.911 }, { "x": 2.2, "y": 0.92 }, { "x": 2.25, "y": 0.929 }, { "x": 2.3, "y": 0.938 }, { "x": 2.35, "y": 0.944 }, { "x": 2.4, "y": 0.949 }, { "x": 2.45, "y": 0.954 }, { "x": 2.5, "y": 0.958 }, { "x": 2.55, "y": 0.963 }, { "x": 2.6, "y": 0.966 }, { "x": 2.65, "y": 0.969 }, { "x": 2.7, "y": 0.972 }, { "x": 2.75, "y": 0.975 }, { "x": 2.8, "y": 0.978 }, { "x": 2.85, "y": 0.981 }, { "x": 2.9, "y": 0.983 }, { "x": 2.95, "y": 0.985 }, { "x": 3, "y": 0.987 }, { "x": 3.05, "y": 0.989 }, { "x": 3.1, "y": 0.991 }, { "x": 3.15, "y": 0.993 }, { "x": 3.2, "y": 0.994 }, { "x": 3.25, "y": 0.994 }, { "x": 3.3, "y": 0.995 }, { "x": 3.35, "y": 0.995 }, { "x": 3.4, "y": 0.995 }, { "x": 3.45, "y": 0.996 }, { "x": 3.5, "y": 0.996 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.95, "y": 1 }, { "x": 4, "y": 1 }, { "x": 4.05, "y": 1 }, { "x": 4.1, "y": 1 }, { "x": 4.15, "y": 1 }, { "x": 4.2, "y": 1 }, { "x": 4.25, "y": 1 }, { "x": 4.3, "y": 1 }, { "x": 4.35, "y": 1 }, { "x": 4.4, "y": 1 }, { "x": 4.45, "y": 1 }, { "x": 4.5, "y": 1 }, { "x": 4.55, "y": 1 }, { "x": 4.6, "y": 1 }, { "x": 4.65, "y": 1 }, { "x": 4.7, "y": 1 }, { "x": 4.75, "y": 1 }, { "x": 4.8, "y": 1 }, { "x": 4.85, "y": 1 }, { "x": 4.9, "y": 1 }, { "x": 4.95, "y": 1 }, { "x": 5, "y": 1 } ] }, { "id": 615, "curve_id": "E21.2", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Reinforced steel frame kindergarten, primary, lower secondary, higher secondary schools and others", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021b)", "source_detail": "Giordano, N., De Luca, F., Sextos, A., Ramirez Cortes, F., Fonseca Ferreira, C., and Wu, J.: Empirical seismic fragility models for Nepalese school buildings, Nat Hazards, 105, 339–362, https://doi.org/10.1007/s11069-020-04312-1, 2021b.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "datapoints_given", "mu": -0.261364764134407, "sigma": 0.88, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.261, σ=0.880, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00094422848818 }, { "x": 0.1, "y": 0.01018211426391 }, { "x": 0.15, "y": 0.03152684223398 }, { "x": 0.2, "y": 0.06277339573652 }, { "x": 0.25, "y": 0.10056670792638 }, { "x": 0.3, "y": 0.14205200613751 }, { "x": 0.35, "y": 0.18513325186551 }, { "x": 0.4, "y": 0.22836744460984 }, { "x": 0.45, "y": 0.27080184623957 }, { "x": 0.5, "y": 0.31183282133662 }, { "x": 0.55, "y": 0.3510991008279 }, { "x": 0.6, "y": 0.38840512623014 }, { "x": 0.65, "y": 0.42366720596449 }, { "x": 0.7, "y": 0.45687607611707 }, { "x": 0.75, "y": 0.48807099750982 }, { "x": 0.8, "y": 0.51732189211473 }, { "x": 0.85, "y": 0.54471706545413 }, { "x": 0.9, "y": 0.57035480999976 }, { "x": 0.95, "y": 0.59433770774192 }, { "x": 1, "y": 0.61676881203328 } ] }, { "id": 616, "curve_id": "E21.20", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Reinforced concrete", "source_type": "Peer-reviewed", "source_abbrev": "Baballëku & Pojani (2008)", "source_detail": "Baballëku, M. and Pojani, N.: Fragility evaluation of existing typified school buildings in Albania, Acta Geodaetica et Geophysica Hungarica, 43, 309–325, https://doi.org/10.1556/AGeod.43.2008.2–3.16, 2008.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "datapoints_given", "mu": 1.4483297520393283, "sigma": 0.79200000000003179, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.448, σ=0.792, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Elastic spectral displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Albania", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.5, "y": 0.00342670000324 }, { "x": 1, "y": 0.03372234255424 }, { "x": 1.5, "y": 0.09396150590538 }, { "x": 2, "y": 0.17016501825337 }, { "x": 2.5, "y": 0.2508661985293 }, { "x": 3, "y": 0.32940292933506 }, { "x": 3.5, "y": 0.40248206718368 }, { "x": 4, "y": 0.46878376592705 }, { "x": 4.5, "y": 0.52805775414361 }, { "x": 5, "y": 0.58059637893449 }, { "x": 5.5, "y": 0.62694032997035 }, { "x": 6, "y": 0.66771902308946 }, { "x": 6.5, "y": 0.70356698391208 }, { "x": 7, "y": 0.73508255494009 }, { "x": 7.5, "y": 0.76280986668721 }, { "x": 8, "y": 0.78723334015384 }, { "x": 8.5, "y": 0.80877869677521 }, { "x": 9, "y": 0.82781711465169 }, { "x": 9.5, "y": 0.84467067837911 }, { "x": 10, "y": 0.85961812523568 }, { "x": 10.5, "y": 0.87290037456367 }, { "x": 11, "y": 0.88472559911381 }, { "x": 11.5, "y": 0.89527374748893 }, { "x": 12, "y": 0.90470050753299 }, { "x": 12.5, "y": 0.91314074146839 }, { "x": 13, "y": 0.92071144209469 }, { "x": 13.5, "y": 0.92751426545059 }, { "x": 14, "y": 0.93363769480714 }, { "x": 14.5, "y": 0.93915888703169 }, { "x": 15, "y": 0.94414524712594 } ] }, { "id": 617, "curve_id": "E21.21", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Hospitals", "ci_detail": "Near-field (i.e., less than 10 km from the fault)", "source_type": "Peer-reviewed", "source_abbrev": "Ranjbar & Naderpour (2020)", "source_detail": "Ranjbar, P. R. and Naderpour, H.: Probabilistic evaluation of seismic resilience for typical vital buildings in terms of vulnerability curves, Structures, 23, 314–323, https://doi.org/10.1016/j.istruc.2019.10.017, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "figure_given", "mu": -1.80273189964119, "sigma": 0.28287503136179837, "method": "Curve fitting", "mu_sigma_quality": 0.99958273588067748, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.803, σ=0.283, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 51, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.005 }, { "x": 0.1, "y": 0.058 }, { "x": 0.15, "y": 0.356 }, { "x": 0.2, "y": 0.767 }, { "x": 0.25, "y": 0.924 }, { "x": 0.3, "y": 0.977 }, { "x": 0.35, "y": 0.988 }, { "x": 0.4, "y": 0.999 }, { "x": 0.45, "y": 1 }, { "x": 0.5, "y": 1 }, { "x": 0.55, "y": 1 }, { "x": 0.6, "y": 1 }, { "x": 0.65, "y": 1 }, { "x": 0.7, "y": 1 }, { "x": 0.75, "y": 1 }, { "x": 0.8, "y": 1 }, { "x": 0.85, "y": 1 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 } ] }, { "id": 618, "curve_id": "E21.22", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Hospitals", "ci_detail": "Far-field (i.e., equal or greater than 10 km from the fault)", "source_type": "Peer-reviewed", "source_abbrev": "Ranjbar & Naderpour (2020)", "source_detail": "Ranjbar, P. R. and Naderpour, H.: Probabilistic evaluation of seismic resilience for typical vital buildings in terms of vulnerability curves, Structures, 23, 314–323, https://doi.org/10.1016/j.istruc.2019.10.017, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "figure_given", "mu": -1.27752818502347, "sigma": 0.47435421782210141, "method": "Curve fitting", "mu_sigma_quality": 0.99981780116559671, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.278, σ=0.474, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 51, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.002 }, { "x": 0.1, "y": 0.014 }, { "x": 0.15, "y": 0.094 }, { "x": 0.2, "y": 0.228 }, { "x": 0.25, "y": 0.425 }, { "x": 0.3, "y": 0.566 }, { "x": 0.35, "y": 0.679 }, { "x": 0.4, "y": 0.778 }, { "x": 0.45, "y": 0.844 }, { "x": 0.5, "y": 0.884 }, { "x": 0.55, "y": 0.919 }, { "x": 0.6, "y": 0.948 }, { "x": 0.65, "y": 0.965 }, { "x": 0.7, "y": 0.978 }, { "x": 0.75, "y": 0.982 }, { "x": 0.8, "y": 0.986 }, { "x": 0.85, "y": 0.988 }, { "x": 0.9, "y": 0.991 }, { "x": 0.95, "y": 0.994 }, { "x": 1, "y": 0.997 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 } ] }, { "id": 619, "curve_id": "E21.3", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Steel frame kindergarten, primary, lower secondary, higher secondary schools and others", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021b)", "source_detail": "Giordano, N., De Luca, F., Sextos, A., Ramirez Cortes, F., Fonseca Ferreira, C., and Wu, J.: Empirical seismic fragility models for Nepalese school buildings, Nat Hazards, 105, 339–362, https://doi.org/10.1007/s11069-020-04312-1, 2021b.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "datapoints_given", "mu": -0.776528789498996, "sigma": 1.1199999999999999, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0237714418653 }, { "x": 0.1, "y": 0.08651214525545 }, { "x": 0.15, "y": 0.15852756266281 }, { "x": 0.2, "y": 0.22853841655352 }, { "x": 0.25, "y": 0.29307158327472 }, { "x": 0.3, "y": 0.35136181570857 }, { "x": 0.35, "y": 0.4036107993708 }, { "x": 0.4, "y": 0.45034591216159 }, { "x": 0.45, "y": 0.49217164962808 }, { "x": 0.5, "y": 0.5296729882085 }, { "x": 0.55, "y": 0.56338073468201 }, { "x": 0.6, "y": 0.59376274556751 }, { "x": 0.65, "y": 0.62122576434079 }, { "x": 0.7, "y": 0.64612124024187 }, { "x": 0.75, "y": 0.66875222226349 }, { "x": 0.8, "y": 0.68938008927837 }, { "x": 0.85, "y": 0.70823063505142 }, { "x": 0.9, "y": 0.72549937033245 }, { "x": 0.95, "y": 0.74135605491383 }, { "x": 1, "y": 0.75594853280198 } ] }, { "id": 620, "curve_id": "E21.4", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Timber frame kindergarten, primary, lower secondary, higher secondary schools and others", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021b)", "source_detail": "Giordano, N., De Luca, F., Sextos, A., Ramirez Cortes, F., Fonseca Ferreira, C., and Wu, J.: Empirical seismic fragility models for Nepalese school buildings, Nat Hazards, 105, 339–362, https://doi.org/10.1007/s11069-020-04312-1, 2021b.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "datapoints_given", "mu": 0.00995032338840663, "sigma": 1.2099999897852898, "method": "Curve fitting", "mu_sigma_quality": 0.99999999999999989, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.010, σ=1.210, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00649514814781 }, { "x": 0.1, "y": 0.02799032186639 }, { "x": 0.15, "y": 0.05750239685262 }, { "x": 0.2, "y": 0.0903932390991 }, { "x": 0.25, "y": 0.12426623159758 }, { "x": 0.3, "y": 0.15787199364088 }, { "x": 0.35, "y": 0.19055715016902 }, { "x": 0.4, "y": 0.22199036136136 }, { "x": 0.45, "y": 0.25201984002982 }, { "x": 0.5, "y": 0.28059585541068 }, { "x": 0.55, "y": 0.30772699573049 }, { "x": 0.6, "y": 0.3334547656166 }, { "x": 0.65, "y": 0.35783852150279 }, { "x": 0.7, "y": 0.38094641882248 }, { "x": 0.75, "y": 0.40284994383984 }, { "x": 0.8, "y": 0.42362062567137 }, { "x": 0.85, "y": 0.4433280943055 }, { "x": 0.9, "y": 0.46203897812558 }, { "x": 0.95, "y": 0.47981632773135 }, { "x": 1, "y": 0.49671936947001 } ] }, { "id": 621, "curve_id": "E21.5", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Rubber stone mud unreinforced masonry single story (URM-SM1)", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021a)", "source_detail": "Giordano, N., Luca, F. De, and Sextos, A.: Analytical fragility curves for masonry school building portfolios in Nepal, Bulletin of Earthquake Engineering, 19, 1121–1150, https://doi.org/10.1007/s10518-020-00989-8, 2021a.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "datapoints_given", "mu": -1.83258146379563, "sigma": 0.4400000002994261, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.833, σ=0.440, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00410239055599 }, { "x": 0.1, "y": 0.14271739234826 }, { "x": 0.15, "y": 0.44169291169372 }, { "x": 0.2, "y": 0.69397326043913 }, { "x": 0.25, "y": 0.84477753324025 }, { "x": 0.3, "y": 0.92344844129295 }, { "x": 0.35, "y": 0.96237999591896 }, { "x": 0.4, "y": 0.98135062753382 }, { "x": 0.45, "y": 0.99061752155467 }, { "x": 0.5, "y": 0.99519595060876 }, { "x": 0.55, "y": 0.99749381268121 }, { "x": 0.6, "y": 0.99866768197325 }, { "x": 0.65, "y": 0.99927849210574 }, { "x": 0.7, "y": 0.99960221720561 }, { "x": 0.75, "y": 0.99977690111307 }, { "x": 0.8, "y": 0.99987281195487 }, { "x": 0.85, "y": 0.99992635560578 }, { "x": 0.9, "y": 0.99995672550236 }, { "x": 0.95, "y": 0.99997421356028 }, { "x": 1, "y": 0.99998442949691 }, { "x": 1.05, "y": 0.99999047929958 }, { "x": 1.1, "y": 0.99999410869308 }, { "x": 1.15, "y": 0.99999631302322 }, { "x": 1.2, "y": 0.99999766760606 }, { "x": 1.25, "y": 0.99999850933807 }, { "x": 1.3, "y": 0.99999903796605 }, { "x": 1.35, "y": 0.99999937333132 }, { "x": 1.4, "y": 0.99999958815157 }, { "x": 1.45, "y": 0.99999972702914 }, { "x": 1.5, "y": 0.99999981760481 }, { "x": 1.55, "y": 0.99999987717753 }, { "x": 1.6, "y": 0.99999991667637 }, { "x": 1.65, "y": 0.9999999430686 }, { "x": 1.7, "y": 0.99999996083445 }, { "x": 1.75, "y": 0.99999997287883 }, { "x": 1.8, "y": 0.99999998110034 }, { "x": 1.85, "y": 0.99999998674934 }, { "x": 1.9, "y": 0.9999999906554 }, { "x": 1.95, "y": 0.99999999337278 }, { "x": 2, "y": 0.99999999527434 }, { "x": 2.05, "y": 0.99999999661256 }, { "x": 2.1, "y": 0.9999999975595 }, { "x": 2.15, "y": 0.9999999982331 }, { "x": 2.2, "y": 0.99999999871471 }, { "x": 2.25, "y": 0.99999999906076 }, { "x": 2.3, "y": 0.99999999931059 }, { "x": 2.35, "y": 0.99999999949179 }, { "x": 2.4, "y": 0.99999999962381 }, { "x": 2.45, "y": 0.9999999997204 }, { "x": 2.5, "y": 0.99999999979138 }, { "x": 2.55, "y": 0.99999999984375 }, { "x": 2.6, "y": 0.99999999988254 }, { "x": 2.65, "y": 0.99999999991138 }, { "x": 2.7, "y": 0.99999999993291 }, { "x": 2.75, "y": 0.99999999994903 }, { "x": 2.8, "y": 0.99999999996115 }, { "x": 2.85, "y": 0.9999999999703 }, { "x": 2.9, "y": 0.99999999997722 }, { "x": 2.95, "y": 0.99999999998247 }, { "x": 3, "y": 0.99999999998648 }, { "x": 3.05, "y": 0.99999999998953 }, { "x": 3.1, "y": 0.99999999999188 }, { "x": 3.15, "y": 0.99999999999368 }, { "x": 3.2, "y": 0.99999999999507 }, { "x": 3.25, "y": 0.99999999999614 }, { "x": 3.3, "y": 0.99999999999697 }, { "x": 3.35, "y": 0.99999999999762 }, { "x": 3.4, "y": 0.99999999999812 }, { "x": 3.45, "y": 0.99999999999852 }, { "x": 3.5, "y": 0.99999999999883 }, { "x": 3.55, "y": 0.99999999999907 }, { "x": 3.6, "y": 0.99999999999926 }, { "x": 3.65, "y": 0.99999999999941 }, { "x": 3.7, "y": 0.99999999999953 }, { "x": 3.75, "y": 0.99999999999962 }, { "x": 3.8, "y": 0.9999999999997 }, { "x": 3.85, "y": 0.99999999999976 }, { "x": 3.9, "y": 0.9999999999998 }, { "x": 3.94999999999999, "y": 0.99999999999984 }, { "x": 3.99999999999999, "y": 0.99999999999987 } ] }, { "id": 622, "curve_id": "E21.6", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Rubber stone mud unreinforced masonry two to three stories (URM-SM23) ", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021a)", "source_detail": "Giordano, N., Luca, F. De, and Sextos, A.: Analytical fragility curves for masonry school building portfolios in Nepal, Bulletin of Earthquake Engineering, 19, 1121–1150, https://doi.org/10.1007/s10518-020-00989-8, 2021a.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "datapoints_given", "mu": -2.04022082852655, "sigma": 0.40000000000000335, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.040, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00845224271774 }, { "x": 0.1, "y": 0.25594080409647 }, { "x": 0.15, "y": 0.63973558350035 }, { "x": 0.2, "y": 0.8592503266371 }, { "x": 0.25, "y": 0.94895620485424 }, { "x": 0.3, "y": 0.98171893198491 }, { "x": 0.35, "y": 0.99335676080464 }, { "x": 0.4, "y": 0.99752157964169 }, { "x": 0.45, "y": 0.99904629550807 }, { "x": 0.5, "y": 0.99962098803901 }, { "x": 0.55, "y": 0.99984449922023 }, { "x": 0.6, "y": 0.99993421150404 }, { "x": 0.65, "y": 0.99997134174908 }, { "x": 0.7, "y": 0.99998716715017 }, { "x": 0.75, "y": 0.99999410260432 }, { "x": 0.8, "y": 0.99999722299717 }, { "x": 0.85, "y": 0.99999866209792 }, { "x": 0.9, "y": 0.99999934143244 }, { "x": 0.95, "y": 0.99999966921608 }, { "x": 1, "y": 0.99999983066791 }, { "x": 1.05, "y": 0.99999991175132 }, { "x": 1.1, "y": 0.99999995322521 }, { "x": 1.15, "y": 0.99999997480899 }, { "x": 1.2, "y": 0.99999998622676 }, { "x": 1.25, "y": 0.99999999236095 }, { "x": 1.3, "y": 0.99999999570526 }, { "x": 1.35, "y": 0.99999999755413 }, { "x": 1.4, "y": 0.99999999858987 }, { "x": 1.45, "y": 0.99999999917746 }, { "x": 1.5, "y": 0.99999999951483 }, { "x": 1.55, "y": 0.99999999971077 }, { "x": 1.6, "y": 0.99999999982581 }, { "x": 1.65, "y": 0.99999999989407 }, { "x": 1.7, "y": 0.99999999993498 }, { "x": 1.75, "y": 0.99999999995973 }, { "x": 1.8, "y": 0.99999999997485 }, { "x": 1.85, "y": 0.99999999998416 }, { "x": 1.9, "y": 0.99999999998994 }, { "x": 1.95, "y": 0.99999999999357 }, { "x": 2, "y": 0.99999999999585 }, { "x": 2.05, "y": 0.99999999999731 }, { "x": 2.1, "y": 0.99999999999824 }, { "x": 2.15, "y": 0.99999999999884 }, { "x": 2.2, "y": 0.99999999999923 }, { "x": 2.25, "y": 0.99999999999949 }, { "x": 2.3, "y": 0.99999999999966 }, { "x": 2.35, "y": 0.99999999999977 }, { "x": 2.4, "y": 0.99999999999984 }, { "x": 2.45, "y": 0.99999999999989 }, { "x": 2.5, "y": 0.99999999999993 }, { "x": 2.55, "y": 0.99999999999995 }, { "x": 2.6, "y": 0.99999999999997 }, { "x": 2.65, "y": 0.99999999999998 }, { "x": 2.7, "y": 0.99999999999998 }, { "x": 2.75, "y": 0.99999999999999 }, { "x": 2.8, "y": 0.99999999999999 }, { "x": 2.85, "y": 0.99999999999999 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 623, "curve_id": "E21.7", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Brick-mud unreinforced masonry single story (URM-BM1)", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021a)", "source_detail": "Giordano, N., Luca, F. De, and Sextos, A.: Analytical fragility curves for masonry school building portfolios in Nepal, Bulletin of Earthquake Engineering, 19, 1121–1150, https://doi.org/10.1007/s10518-020-00989-8, 2021a.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "datapoints_given", "mu": -1.60943791245422, "sigma": 0.39000000011088465, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.609, σ=0.390, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00018927659594 }, { "x": 0.1, "y": 0.03775940876611 }, { "x": 0.15, "y": 0.23036469405834 }, { "x": 0.2, "y": 0.5 }, { "x": 0.25, "y": 0.7163942080436 }, { "x": 0.3, "y": 0.85074968910936 }, { "x": 0.35, "y": 0.92434395157423 }, { "x": 0.4, "y": 0.96224059123389 }, { "x": 0.45, "y": 0.9812054861828 }, { "x": 0.5, "y": 0.99059975421368 }, { "x": 0.55, "y": 0.99525458498998 }, { "x": 0.6, "y": 0.99757593098391 }, { "x": 0.65, "y": 0.99874524463954 }, { "x": 0.7, "y": 0.99934141600496 }, { "x": 0.75, "y": 0.99964941026083 }, { "x": 0.8, "y": 0.99981072340406 }, { "x": 0.85, "y": 0.99989639029834 }, { "x": 0.9, "y": 0.99994251451003 }, { "x": 0.95, "y": 0.99996768598157 }, { "x": 1, "y": 0.99998160481003 }, { "x": 1.05, "y": 0.99998940020586 }, { "x": 1.1, "y": 0.99999382027814 }, { "x": 1.15, "y": 0.99999635648832 }, { "x": 1.2, "y": 0.99999782851031 }, { "x": 1.25, "y": 0.99999869233937 }, { "x": 1.3, "y": 0.99999920466008 }, { "x": 1.35, "y": 0.99999951161797 }, { "x": 1.4, "y": 0.99999969734181 }, { "x": 1.45, "y": 0.99999981077622 }, { "x": 1.5, "y": 0.99999988068859 }, { "x": 1.55, "y": 0.99999992415427 }, { "x": 1.6, "y": 0.99999995140514 }, { "x": 1.65, "y": 0.99999996862863 }, { "x": 1.7, "y": 0.99999997959949 }, { "x": 1.75, "y": 0.99999998664021 }, { "x": 1.8, "y": 0.99999999119151 }, { "x": 1.85, "y": 0.99999999415419 }, { "x": 1.9, "y": 0.9999999960958 }, { "x": 1.95, "y": 0.99999999737656 }, { "x": 2, "y": 0.99999999822673 }, { "x": 2.05, "y": 0.99999999879452 }, { "x": 2.1, "y": 0.99999999917597 }, { "x": 2.15, "y": 0.99999999943369 }, { "x": 2.2, "y": 0.99999999960878 }, { "x": 2.25, "y": 0.99999999972837 }, { "x": 2.3, "y": 0.99999999981049 }, { "x": 2.35, "y": 0.99999999986715 }, { "x": 2.4, "y": 0.99999999990644 }, { "x": 2.45, "y": 0.99999999993382 }, { "x": 2.5, "y": 0.99999999995298 }, { "x": 2.55, "y": 0.99999999996645 }, { "x": 2.6, "y": 0.99999999997596 }, { "x": 2.65, "y": 0.99999999998271 }, { "x": 2.7, "y": 0.99999999998752 }, { "x": 2.75, "y": 0.99999999999095 }, { "x": 2.8, "y": 0.99999999999342 }, { "x": 2.85, "y": 0.99999999999519 }, { "x": 2.9, "y": 0.99999999999648 }, { "x": 2.95, "y": 0.99999999999741 }, { "x": 3, "y": 0.99999999999809 }, { "x": 3.05, "y": 0.99999999999859 }, { "x": 3.1, "y": 0.99999999999895 }, { "x": 3.15, "y": 0.99999999999922 }, { "x": 3.2, "y": 0.99999999999942 }, { "x": 3.25, "y": 0.99999999999956 }, { "x": 3.3, "y": 0.99999999999967 }, { "x": 3.35, "y": 0.99999999999975 }, { "x": 3.4, "y": 0.99999999999981 }, { "x": 3.45, "y": 0.99999999999986 }, { "x": 3.5, "y": 0.99999999999989 }, { "x": 3.55, "y": 0.99999999999992 }, { "x": 3.6, "y": 0.99999999999994 }, { "x": 3.65, "y": 0.99999999999995 }, { "x": 3.7, "y": 0.99999999999996 }, { "x": 3.75, "y": 0.99999999999997 }, { "x": 3.8, "y": 0.99999999999998 }, { "x": 3.85, "y": 0.99999999999998 }, { "x": 3.9, "y": 0.99999999999999 }, { "x": 3.94999999999999, "y": 0.99999999999999 }, { "x": 3.99999999999999, "y": 0.99999999999999 } ] }, { "id": 624, "curve_id": "E21.8", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Brick-mud unreinforced masonry two-to-four stories (URM-BM24)", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021a)", "source_detail": "Giordano, N., Luca, F. De, and Sextos, A.: Analytical fragility curves for masonry school building portfolios in Nepal, Bulletin of Earthquake Engineering, 19, 1121–1150, https://doi.org/10.1007/s10518-020-00989-8, 2021a.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "datapoints_given", "mu": -1.96611285717125, "sigma": 0.41000001017316751, "method": "Curve fitting", "mu_sigma_quality": 0.99999999999999989, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.966, σ=0.410, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00601493573706 }, { "x": 0.1, "y": 0.20591884332129 }, { "x": 0.15, "y": 0.56681664629398 }, { "x": 0.2, "y": 0.80783309884459 }, { "x": 0.25, "y": 0.92134715142288 }, { "x": 0.3, "y": 0.96847779589341 }, { "x": 0.35, "y": 0.98728657973147 }, { "x": 0.4, "y": 0.99477454498505 }, { "x": 0.45, "y": 0.99779899174612 }, { "x": 0.5, "y": 0.99904794312537 }, { "x": 0.55, "y": 0.99957695344233 }, { "x": 0.6, "y": 0.99980700438091 }, { "x": 0.65, "y": 0.99990969785144 }, { "x": 0.7, "y": 0.99995671762119 }, { "x": 0.75, "y": 0.99997877590194 }, { "x": 0.8, "y": 0.99998936596254 }, { "x": 0.85, "y": 0.99999456269861 }, { "x": 0.9, "y": 0.99999716614013 }, { "x": 0.95, "y": 0.99999849613772 }, { "x": 1, "y": 0.99999918823598 }, { "x": 1.05, "y": 0.99999955472074 }, { "x": 1.1, "y": 0.9999997520095 }, { "x": 1.15, "y": 0.99999985988497 }, { "x": 1.2, "y": 0.99999991974821 }, { "x": 1.25, "y": 0.99999995343685 }, { "x": 1.3, "y": 0.99999997264938 }, { "x": 1.35, "y": 0.99999998374569 }, { "x": 1.4, "y": 0.99999999023203 }, { "x": 1.45, "y": 0.99999999406733 }, { "x": 1.5, "y": 0.99999999636005 }, { "x": 1.55, "y": 0.999999997745 }, { "x": 1.6, "y": 0.99999999859 }, { "x": 1.65, "y": 0.99999999911051 }, { "x": 1.7, "y": 0.99999999943408 }, { "x": 1.75, "y": 0.999999999637 }, { "x": 1.8, "y": 0.99999999976532 }, { "x": 1.85, "y": 0.99999999984714 }, { "x": 1.9, "y": 0.99999999989971 }, { "x": 1.95, "y": 0.99999999993374 }, { "x": 2, "y": 0.99999999995593 }, { "x": 2.05, "y": 0.9999999999705 }, { "x": 2.1, "y": 0.99999999998012 }, { "x": 2.15, "y": 0.99999999998653 }, { "x": 2.2, "y": 0.99999999999082 }, { "x": 2.25, "y": 0.99999999999371 }, { "x": 2.3, "y": 0.99999999999566 }, { "x": 2.35, "y": 0.99999999999699 }, { "x": 2.4, "y": 0.99999999999791 }, { "x": 2.45, "y": 0.99999999999853 }, { "x": 2.5, "y": 0.99999999999897 }, { "x": 2.55, "y": 0.99999999999927 }, { "x": 2.6, "y": 0.99999999999948 }, { "x": 2.65, "y": 0.99999999999963 }, { "x": 2.7, "y": 0.99999999999974 }, { "x": 2.75, "y": 0.99999999999981 }, { "x": 2.8, "y": 0.99999999999986 }, { "x": 2.85, "y": 0.9999999999999 }, { "x": 2.9, "y": 0.99999999999993 }, { "x": 2.95, "y": 0.99999999999995 }, { "x": 3, "y": 0.99999999999996 }, { "x": 3.05, "y": 0.99999999999997 }, { "x": 3.1, "y": 0.99999999999998 }, { "x": 3.15, "y": 0.99999999999998 }, { "x": 3.2, "y": 0.99999999999999 }, { "x": 3.25, "y": 0.99999999999999 }, { "x": 3.3, "y": 0.99999999999999 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 625, "curve_id": "E21.9", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Brick-cement unreinforced masonry single story (URM-BC1)", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021a)", "source_detail": "Giordano, N., Luca, F. De, and Sextos, A.: Analytical fragility curves for masonry school building portfolios in Nepal, Bulletin of Earthquake Engineering, 19, 1121–1150, https://doi.org/10.1007/s10518-020-00989-8, 2021a.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "datapoints_given", "mu": -0.820980552069839, "sigma": 0.25000000000007572, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.821, σ=0.250, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 1.54807E-09 }, { "x": 0.15, "y": 8.36598286E-06 }, { "x": 0.2, "y": 0.00080571616938 }, { "x": 0.25, "y": 0.01187172822262 }, { "x": 0.3, "y": 0.06276504127165 }, { "x": 0.35, "y": 0.17999968462879 }, { "x": 0.4, "y": 0.35151231848239 }, { "x": 0.45, "y": 0.53581325165555 }, { "x": 0.5, "y": 0.69544121949462 }, { "x": 0.55, "y": 0.8139573810561 }, { "x": 0.6, "y": 0.89262686697142 }, { "x": 0.65, "y": 0.94071341035117 }, { "x": 0.7, "y": 0.96836024263065 }, { "x": 0.75, "y": 0.98354558909482 }, { "x": 0.8, "y": 0.99160668345952 }, { "x": 0.85, "y": 0.9957788176148 }, { "x": 0.9, "y": 0.99789830202504 }, { "x": 0.95, "y": 0.99896064142568 }, { "x": 1, "y": 0.99948813412113 }, { "x": 1.05, "y": 0.99974843350837 }, { "x": 1.1, "y": 0.99987640941385 }, { "x": 1.15, "y": 0.99993922282847 }, { "x": 1.2, "y": 0.99997005051152 }, { "x": 1.25, "y": 0.9999851983296 }, { "x": 1.3, "y": 0.99999265810883 }, { "x": 1.35, "y": 0.99999634301181 }, { "x": 1.4, "y": 0.99999817000316 }, { "x": 1.45, "y": 0.99999907967686 }, { "x": 1.5, "y": 0.99999953472234 }, { "x": 1.55, "y": 0.9999997634859 }, { "x": 1.6, "y": 0.99999987909527 }, { "x": 1.65, "y": 0.99999993783862 }, { "x": 1.7, "y": 0.99999996785427 }, { "x": 1.75, "y": 0.9999999832786 }, { "x": 1.8, "y": 0.99999999125058 }, { "x": 1.85, "y": 0.99999999539484 }, { "x": 1.9, "y": 0.99999999756183 }, { "x": 1.95, "y": 0.99999999870155 }, { "x": 2, "y": 0.99999999930447 }, { "x": 2.05, "y": 0.99999999962528 }, { "x": 2.1, "y": 0.99999999979696 }, { "x": 2.15, "y": 0.99999999988936 }, { "x": 2.2, "y": 0.99999999993937 }, { "x": 2.25, "y": 0.99999999996659 }, { "x": 2.3, "y": 0.99999999998149 }, { "x": 2.35, "y": 0.99999999998969 }, { "x": 2.4, "y": 0.99999999999423 }, { "x": 2.45, "y": 0.99999999999675 }, { "x": 2.5, "y": 0.99999999999816 }, { "x": 2.55, "y": 0.99999999999895 }, { "x": 2.6, "y": 0.9999999999994 }, { "x": 2.65, "y": 0.99999999999966 }, { "x": 2.7, "y": 0.9999999999998 }, { "x": 2.75, "y": 0.99999999999989 }, { "x": 2.8, "y": 0.99999999999993 }, { "x": 2.85, "y": 0.99999999999996 }, { "x": 2.9, "y": 0.99999999999998 }, { "x": 2.95, "y": 0.99999999999999 }, { "x": 3, "y": 0.99999999999999 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 626, "curve_id": "E4.1", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.328504066972039, "sigma": 0.15000000000009203, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.329, σ=0.150, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 8.8E-13 }, { "x": 0.3, "y": 2.66611E-09 }, { "x": 0.35, "y": 7.5924431E-07 }, { "x": 0.4, "y": 4.453649608E-05 }, { "x": 0.45, "y": 0.0008640939705 }, { "x": 0.5, "y": 0.00752956127869 }, { "x": 0.55, "y": 0.03628282683623 }, { "x": 0.6, "y": 0.11209209926764 }, { "x": 0.65, "y": 0.24766405827074 }, { "x": 0.7, "y": 0.42551442626093 }, { "x": 0.75, "y": 0.60724536177891 }, { "x": 0.8, "y": 0.75878619898191 }, { "x": 0.85, "y": 0.86575953537872 }, { "x": 0.9, "y": 0.93157491693273 }, { "x": 0.95, "y": 0.96770402291225 }, { "x": 1, "y": 0.98573886473352 }, { "x": 1.05, "y": 0.99405335681495 }, { "x": 1.1, "y": 0.99763912737712 }, { "x": 1.15, "y": 0.99910117375783 }, { "x": 1.2, "y": 0.9996697899614 }, { "x": 1.25, "y": 0.99988230403774 }, { "x": 1.3, "y": 0.9999591098661 }, { "x": 1.35, "y": 0.99998609673718 }, { "x": 1.4, "y": 0.99999535723588 }, { "x": 1.45, "y": 0.99999847272658 }, { "x": 1.5, "y": 0.99999950377052 }, { "x": 1.55, "y": 0.99999984038624 }, { "x": 1.6, "y": 0.99999994907297 }, { "x": 1.65, "y": 0.99999998385365 }, { "x": 1.7, "y": 0.99999999490539 }, { "x": 1.75, "y": 0.99999999839809 }, { "x": 1.8, "y": 0.99999999949747 }, { "x": 1.85, "y": 0.99999999984256 }, { "x": 1.9, "y": 0.99999999995069 }, { "x": 1.95, "y": 0.99999999998455 }, { "x": 2, "y": 0.99999999999515 }, { "x": 2.05, "y": 0.99999999999848 }, { "x": 2.1, "y": 0.99999999999952 }, { "x": 2.15, "y": 0.99999999999985 }, { "x": 2.2, "y": 0.99999999999995 }, { "x": 2.25, "y": 0.99999999999998 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 627, "curve_id": "E4.2", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.733969175295869, "sigma": 0.50000000090630459, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.734, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.0408894E-06 }, { "x": 0.1, "y": 0.00085275605073 }, { "x": 0.15, "y": 0.01000123284596 }, { "x": 0.2, "y": 0.03997834038251 }, { "x": 0.25, "y": 0.09600596378901 }, { "x": 0.3, "y": 0.17360691875027 }, { "x": 0.35, "y": 0.26378953638951 }, { "x": 0.4, "y": 0.35768891376316 }, { "x": 0.45, "y": 0.44864834381817 }, { "x": 0.5, "y": 0.53253509007998 }, { "x": 0.55, "y": 0.6072906166292 }, { "x": 0.6, "y": 0.67230506428846 }, { "x": 0.65, "y": 0.727866293286 }, { "x": 0.7, "y": 0.77475202570772 }, { "x": 0.75, "y": 0.8139573810561 }, { "x": 0.8, "y": 0.84652700343527 }, { "x": 0.85, "y": 0.87346004569347 }, { "x": 0.9, "y": 0.89566252315953 }, { "x": 0.95, "y": 0.91392874121419 }, { "x": 1, "y": 0.92893951510193 }, { "x": 1.05, "y": 0.94126932938846 }, { "x": 1.1, "y": 0.95139762606663 }, { "x": 1.15, "y": 0.95972140489204 }, { "x": 1.2, "y": 0.96656758159108 }, { "x": 1.25, "y": 0.9722043225604 }, { "x": 1.3, "y": 0.97685103176238 }, { "x": 1.35, "y": 0.98068692401775 }, { "x": 1.4, "y": 0.98385825568146 }, { "x": 1.45, "y": 0.98648434791899 }, { "x": 1.5, "y": 0.98866256026023 }, { "x": 1.55, "y": 0.9904723716868 }, { "x": 1.6, "y": 0.99197871454401 }, { "x": 1.65, "y": 0.99323468967776 }, { "x": 1.7, "y": 0.99428377309626 }, { "x": 1.75, "y": 0.9951616071123 }, { "x": 1.8, "y": 0.99589745326514 }, { "x": 1.85, "y": 0.99651537069324 }, { "x": 1.9, "y": 0.99703517204578 }, { "x": 1.95, "y": 0.9974731993363 }, { "x": 2, "y": 0.99784295413725 }, { "x": 2.05, "y": 0.99815560995375 }, { "x": 2.1, "y": 0.99842042926963 }, { "x": 2.15, "y": 0.99864510342321 }, { "x": 2.2, "y": 0.99883602996358 }, { "x": 2.25, "y": 0.9989985393089 }, { "x": 2.3, "y": 0.9991370802479 }, { "x": 2.35, "y": 0.99925537198939 }, { "x": 2.4, "y": 0.99935652898709 }, { "x": 2.45, "y": 0.99944316357679 }, { "x": 2.5, "y": 0.99951747050532 }, { "x": 2.55, "y": 0.9995812966583 }, { "x": 2.6, "y": 0.99963619867185 }, { "x": 2.65, "y": 0.99968349061045 }, { "x": 2.7, "y": 0.99972428348782 }, { "x": 2.75, "y": 0.99975951807897 }, { "x": 2.8, "y": 0.999789992206 }, { "x": 2.85, "y": 0.99981638346431 }, { "x": 2.9, "y": 0.99983926818115 }, { "x": 2.95, "y": 0.99985913725564 }, { "x": 3, "y": 0.99987640941385 }, { "x": 3.05, "y": 0.9998914423175 }, { "x": 3.1, "y": 0.9999045418882 }, { "x": 3.15, "y": 0.9999159701452 }, { "x": 3.2, "y": 0.99992595180362 }, { "x": 3.25, "y": 0.99993467983706 }, { "x": 3.3, "y": 0.99994232017399 }, { "x": 3.35, "y": 0.99994901566825 }, { "x": 3.4, "y": 0.99995488946074 }, { "x": 3.45, "y": 0.99996004782936 }, { "x": 3.5, "y": 0.99996458260849 }, { "x": 3.55, "y": 0.99996857324574 }, { "x": 3.6, "y": 0.99997208855263 }, { "x": 3.65, "y": 0.99997518819669 }, { "x": 3.7, "y": 0.99997792397479 }, { "x": 3.75, "y": 0.99998034090113 }, { "x": 3.8, "y": 0.99998247813806 }, { "x": 3.85, "y": 0.99998436979331 }, { "x": 3.9, "y": 0.99998604560376 }, { "x": 3.94999999999999, "y": 0.99998753152245 }, { "x": 3.99999999999999, "y": 0.9999888502232 } ] }, { "id": 628, "curve_id": "E4.3", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "figure_given", "mu": -0.329021636160241, "sigma": 0.20225735433111447, "method": "Curve fitting", "mu_sigma_quality": 0.99994184991258839, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.329, σ=0.202, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0.009 }, { "x": 0.35, "y": 0.01 }, { "x": 0.4, "y": 0.012 }, { "x": 0.45, "y": 0.014 }, { "x": 0.5, "y": 0.036 }, { "x": 0.55, "y": 0.098 }, { "x": 0.6, "y": 0.176 }, { "x": 0.65, "y": 0.306 }, { "x": 0.7, "y": 0.443 }, { "x": 0.75, "y": 0.589 }, { "x": 0.8, "y": 0.703 }, { "x": 0.85, "y": 0.79 }, { "x": 0.9, "y": 0.869 }, { "x": 0.95, "y": 0.909 }, { "x": 1, "y": 0.949 }, { "x": 1.05, "y": 0.967 }, { "x": 1.1, "y": 0.98 }, { "x": 1.15, "y": 0.989 }, { "x": 1.2, "y": 0.995 }, { "x": 1.25, "y": 0.999 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 629, "curve_id": "E4.4", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "figure_given", "mu": -0.822673570145945, "sigma": 0.20500000004026567, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.823, σ=0.205, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 2.6E-13 }, { "x": 0.15, "y": 7.976697E-08 }, { "x": 0.2, "y": 6.205185272E-05 }, { "x": 0.25, "y": 0.0029854997673 }, { "x": 0.3, "y": 0.03144302724561 }, { "x": 0.35, "y": 0.13392189743333 }, { "x": 0.4, "y": 0.32395445860695 }, { "x": 0.45, "y": 0.54691954568157 }, { "x": 0.5, "y": 0.73625299173908 }, { "x": 0.55, "y": 0.86362766046872 }, { "x": 0.6, "y": 0.93589636320639 }, { "x": 0.65, "y": 0.97204020180922 }, { "x": 0.7, "y": 0.98849185149328 }, { "x": 0.75, "y": 0.99546911086451 }, { "x": 0.8, "y": 0.99827515287813 }, { "x": 0.85, "y": 0.9993596427007 }, { "x": 0.9, "y": 0.99976657382472 }, { "x": 0.95, "y": 0.99991599950258 }, { "x": 1, "y": 0.99997002935379 }, { "x": 1.05, "y": 0.99998936111591 }, { "x": 1.1, "y": 0.99999623218199 }, { "x": 1.15, "y": 0.99999866570968 }, { "x": 1.2, "y": 0.99999952667271 }, { "x": 1.25, "y": 0.99999983155577 }, { "x": 1.3, "y": 0.99999993979341 }, { "x": 1.35, "y": 0.99999997836606 }, { "x": 1.4, "y": 0.99999999217904 }, { "x": 1.45, "y": 0.99999999715371 }, { "x": 1.5, "y": 0.99999999895672 }, { "x": 1.55, "y": 0.99999999961471 }, { "x": 1.6, "y": 0.99999999985659 }, { "x": 1.65, "y": 0.99999999994619 }, { "x": 1.7, "y": 0.99999999997965 }, { "x": 1.75, "y": 0.99999999999224 }, { "x": 1.8, "y": 0.99999999999701 }, { "x": 1.85, "y": 0.99999999999884 }, { "x": 1.9, "y": 0.99999999999955 }, { "x": 1.95, "y": 0.99999999999982 }, { "x": 2, "y": 0.99999999999993 }, { "x": 2.05, "y": 0.99999999999997 }, { "x": 2.1, "y": 0.99999999999999 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 630, "curve_id": "E5.1", "sector": "Energy", "ci_type": "Cable", "ci_desc": "Distribution circuit", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.328504066972039, "sigma": 0.15000000000009203, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.329, σ=0.150, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 8.8E-13 }, { "x": 0.3, "y": 2.66611E-09 }, { "x": 0.35, "y": 7.5924431E-07 }, { "x": 0.4, "y": 4.453649608E-05 }, { "x": 0.45, "y": 0.0008640939705 }, { "x": 0.5, "y": 0.00752956127869 }, { "x": 0.55, "y": 0.03628282683623 }, { "x": 0.6, "y": 0.11209209926764 }, { "x": 0.65, "y": 0.24766405827074 }, { "x": 0.7, "y": 0.42551442626093 }, { "x": 0.75, "y": 0.60724536177891 }, { "x": 0.8, "y": 0.75878619898191 }, { "x": 0.85, "y": 0.86575953537872 }, { "x": 0.9, "y": 0.93157491693273 }, { "x": 0.95, "y": 0.96770402291225 }, { "x": 1, "y": 0.98573886473352 }, { "x": 1.05, "y": 0.99405335681495 }, { "x": 1.1, "y": 0.99763912737712 }, { "x": 1.15, "y": 0.99910117375783 }, { "x": 1.2, "y": 0.9996697899614 }, { "x": 1.25, "y": 0.99988230403774 }, { "x": 1.3, "y": 0.9999591098661 }, { "x": 1.35, "y": 0.99998609673718 }, { "x": 1.4, "y": 0.99999535723588 }, { "x": 1.45, "y": 0.99999847272658 }, { "x": 1.5, "y": 0.99999950377052 }, { "x": 1.55, "y": 0.99999984038624 }, { "x": 1.6, "y": 0.99999994907297 }, { "x": 1.65, "y": 0.99999998385365 }, { "x": 1.7, "y": 0.99999999490539 }, { "x": 1.75, "y": 0.99999999839809 }, { "x": 1.8, "y": 0.99999999949747 }, { "x": 1.85, "y": 0.99999999984256 }, { "x": 1.9, "y": 0.99999999995069 }, { "x": 1.95, "y": 0.99999999998455 }, { "x": 2, "y": 0.99999999999515 }, { "x": 2.05, "y": 0.99999999999848 }, { "x": 2.1, "y": 0.99999999999952 }, { "x": 2.15, "y": 0.99999999999985 }, { "x": 2.2, "y": 0.99999999999995 }, { "x": 2.25, "y": 0.99999999999998 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 631, "curve_id": "E5.2", "sector": "Energy", "ci_type": "Cable", "ci_desc": "Distribution circuit", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.733969175295869, "sigma": 0.50000000090630459, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.734, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.0408894E-06 }, { "x": 0.1, "y": 0.00085275605073 }, { "x": 0.15, "y": 0.01000123284596 }, { "x": 0.2, "y": 0.03997834038251 }, { "x": 0.25, "y": 0.09600596378901 }, { "x": 0.3, "y": 0.17360691875027 }, { "x": 0.35, "y": 0.26378953638951 }, { "x": 0.4, "y": 0.35768891376316 }, { "x": 0.45, "y": 0.44864834381817 }, { "x": 0.5, "y": 0.53253509007998 }, { "x": 0.55, "y": 0.6072906166292 }, { "x": 0.6, "y": 0.67230506428846 }, { "x": 0.65, "y": 0.727866293286 }, { "x": 0.7, "y": 0.77475202570772 }, { "x": 0.75, "y": 0.8139573810561 }, { "x": 0.8, "y": 0.84652700343527 }, { "x": 0.85, "y": 0.87346004569347 }, { "x": 0.9, "y": 0.89566252315953 }, { "x": 0.95, "y": 0.91392874121419 }, { "x": 1, "y": 0.92893951510193 }, { "x": 1.05, "y": 0.94126932938846 }, { "x": 1.1, "y": 0.95139762606663 }, { "x": 1.15, "y": 0.95972140489204 }, { "x": 1.2, "y": 0.96656758159108 }, { "x": 1.25, "y": 0.9722043225604 }, { "x": 1.3, "y": 0.97685103176238 }, { "x": 1.35, "y": 0.98068692401775 }, { "x": 1.4, "y": 0.98385825568146 }, { "x": 1.45, "y": 0.98648434791899 }, { "x": 1.5, "y": 0.98866256026023 }, { "x": 1.55, "y": 0.9904723716868 }, { "x": 1.6, "y": 0.99197871454401 }, { "x": 1.65, "y": 0.99323468967776 }, { "x": 1.7, "y": 0.99428377309626 }, { "x": 1.75, "y": 0.9951616071123 }, { "x": 1.8, "y": 0.99589745326514 }, { "x": 1.85, "y": 0.99651537069324 }, { "x": 1.9, "y": 0.99703517204578 }, { "x": 1.95, "y": 0.9974731993363 }, { "x": 2, "y": 0.99784295413725 }, { "x": 2.05, "y": 0.99815560995375 }, { "x": 2.1, "y": 0.99842042926963 }, { "x": 2.15, "y": 0.99864510342321 }, { "x": 2.2, "y": 0.99883602996358 }, { "x": 2.25, "y": 0.9989985393089 }, { "x": 2.3, "y": 0.9991370802479 }, { "x": 2.35, "y": 0.99925537198939 }, { "x": 2.4, "y": 0.99935652898709 }, { "x": 2.45, "y": 0.99944316357679 }, { "x": 2.5, "y": 0.99951747050532 }, { "x": 2.55, "y": 0.9995812966583 }, { "x": 2.6, "y": 0.99963619867185 }, { "x": 2.65, "y": 0.99968349061045 }, { "x": 2.7, "y": 0.99972428348782 }, { "x": 2.75, "y": 0.99975951807897 }, { "x": 2.8, "y": 0.999789992206 }, { "x": 2.85, "y": 0.99981638346431 }, { "x": 2.9, "y": 0.99983926818115 }, { "x": 2.95, "y": 0.99985913725564 }, { "x": 3, "y": 0.99987640941385 }, { "x": 3.05, "y": 0.9998914423175 }, { "x": 3.1, "y": 0.9999045418882 }, { "x": 3.15, "y": 0.9999159701452 }, { "x": 3.2, "y": 0.99992595180362 }, { "x": 3.25, "y": 0.99993467983706 }, { "x": 3.3, "y": 0.99994232017399 }, { "x": 3.35, "y": 0.99994901566825 }, { "x": 3.4, "y": 0.99995488946074 }, { "x": 3.45, "y": 0.99996004782936 }, { "x": 3.5, "y": 0.99996458260849 }, { "x": 3.55, "y": 0.99996857324574 }, { "x": 3.6, "y": 0.99997208855263 }, { "x": 3.65, "y": 0.99997518819669 }, { "x": 3.7, "y": 0.99997792397479 }, { "x": 3.75, "y": 0.99998034090113 }, { "x": 3.8, "y": 0.99998247813806 }, { "x": 3.85, "y": 0.99998436979331 }, { "x": 3.9, "y": 0.99998604560376 }, { "x": 3.94999999999999, "y": 0.99998753152245 }, { "x": 3.99999999999999, "y": 0.9999888502232 } ] }, { "id": 632, "curve_id": "E5.3", "sector": "Energy", "ci_type": "Cable", "ci_desc": "Distribution circuit", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "figure_given", "mu": -0.329021636160241, "sigma": 0.20225735433111447, "method": "Curve fitting", "mu_sigma_quality": 0.99994184991258839, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.329, σ=0.202, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0.009 }, { "x": 0.35, "y": 0.01 }, { "x": 0.4, "y": 0.012 }, { "x": 0.45, "y": 0.014 }, { "x": 0.5, "y": 0.036 }, { "x": 0.55, "y": 0.098 }, { "x": 0.6, "y": 0.176 }, { "x": 0.65, "y": 0.306 }, { "x": 0.7, "y": 0.443 }, { "x": 0.75, "y": 0.589 }, { "x": 0.8, "y": 0.703 }, { "x": 0.85, "y": 0.79 }, { "x": 0.9, "y": 0.869 }, { "x": 0.95, "y": 0.909 }, { "x": 1, "y": 0.949 }, { "x": 1.05, "y": 0.967 }, { "x": 1.1, "y": 0.98 }, { "x": 1.15, "y": 0.989 }, { "x": 1.2, "y": 0.995 }, { "x": 1.25, "y": 0.999 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 633, "curve_id": "E5.4", "sector": "Energy", "ci_type": "Cable", "ci_desc": "Distribution circuit", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "figure_given", "mu": -0.822673570145945, "sigma": 0.20500000004026567, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.823, σ=0.205, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 2.6E-13 }, { "x": 0.15, "y": 7.976697E-08 }, { "x": 0.2, "y": 6.205185272E-05 }, { "x": 0.25, "y": 0.0029854997673 }, { "x": 0.3, "y": 0.03144302724561 }, { "x": 0.35, "y": 0.13392189743333 }, { "x": 0.4, "y": 0.32395445860695 }, { "x": 0.45, "y": 0.54691954568157 }, { "x": 0.5, "y": 0.73625299173908 }, { "x": 0.55, "y": 0.86362766046872 }, { "x": 0.6, "y": 0.93589636320639 }, { "x": 0.65, "y": 0.97204020180922 }, { "x": 0.7, "y": 0.98849185149328 }, { "x": 0.75, "y": 0.99546911086451 }, { "x": 0.8, "y": 0.99827515287813 }, { "x": 0.85, "y": 0.9993596427007 }, { "x": 0.9, "y": 0.99976657382472 }, { "x": 0.95, "y": 0.99991599950258 }, { "x": 1, "y": 0.99997002935379 }, { "x": 1.05, "y": 0.99998936111591 }, { "x": 1.1, "y": 0.99999623218199 }, { "x": 1.15, "y": 0.99999866570968 }, { "x": 1.2, "y": 0.99999952667271 }, { "x": 1.25, "y": 0.99999983155577 }, { "x": 1.3, "y": 0.99999993979341 }, { "x": 1.35, "y": 0.99999997836606 }, { "x": 1.4, "y": 0.99999999217904 }, { "x": 1.45, "y": 0.99999999715371 }, { "x": 1.5, "y": 0.99999999895672 }, { "x": 1.55, "y": 0.99999999961471 }, { "x": 1.6, "y": 0.99999999985659 }, { "x": 1.65, "y": 0.99999999994619 }, { "x": 1.7, "y": 0.99999999997965 }, { "x": 1.75, "y": 0.99999999999224 }, { "x": 1.8, "y": 0.99999999999701 }, { "x": 1.85, "y": 0.99999999999884 }, { "x": 1.9, "y": 0.99999999999955 }, { "x": 1.95, "y": 0.99999999999982 }, { "x": 2, "y": 0.99999999999993 }, { "x": 2.05, "y": 0.99999999999997 }, { "x": 2.1, "y": 0.99999999999999 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 634, "curve_id": "E6.1", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Distribution circuit", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.328504066972039, "sigma": 0.15000000000009203, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.329, σ=0.150, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 8.8E-13 }, { "x": 0.3, "y": 2.66611E-09 }, { "x": 0.35, "y": 7.5924431E-07 }, { "x": 0.4, "y": 4.453649608E-05 }, { "x": 0.45, "y": 0.0008640939705 }, { "x": 0.5, "y": 0.00752956127869 }, { "x": 0.55, "y": 0.03628282683623 }, { "x": 0.6, "y": 0.11209209926764 }, { "x": 0.65, "y": 0.24766405827074 }, { "x": 0.7, "y": 0.42551442626093 }, { "x": 0.75, "y": 0.60724536177891 }, { "x": 0.8, "y": 0.75878619898191 }, { "x": 0.85, "y": 0.86575953537872 }, { "x": 0.9, "y": 0.93157491693273 }, { "x": 0.95, "y": 0.96770402291225 }, { "x": 1, "y": 0.98573886473352 }, { "x": 1.05, "y": 0.99405335681495 }, { "x": 1.1, "y": 0.99763912737712 }, { "x": 1.15, "y": 0.99910117375783 }, { "x": 1.2, "y": 0.9996697899614 }, { "x": 1.25, "y": 0.99988230403774 }, { "x": 1.3, "y": 0.9999591098661 }, { "x": 1.35, "y": 0.99998609673718 }, { "x": 1.4, "y": 0.99999535723588 }, { "x": 1.45, "y": 0.99999847272658 }, { "x": 1.5, "y": 0.99999950377052 }, { "x": 1.55, "y": 0.99999984038624 }, { "x": 1.6, "y": 0.99999994907297 }, { "x": 1.65, "y": 0.99999998385365 }, { "x": 1.7, "y": 0.99999999490539 }, { "x": 1.75, "y": 0.99999999839809 }, { "x": 1.8, "y": 0.99999999949747 }, { "x": 1.85, "y": 0.99999999984256 }, { "x": 1.9, "y": 0.99999999995069 }, { "x": 1.95, "y": 0.99999999998455 }, { "x": 2, "y": 0.99999999999515 }, { "x": 2.05, "y": 0.99999999999848 }, { "x": 2.1, "y": 0.99999999999952 }, { "x": 2.15, "y": 0.99999999999985 }, { "x": 2.2, "y": 0.99999999999995 }, { "x": 2.25, "y": 0.99999999999998 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 635, "curve_id": "E6.2", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Distribution circuit", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.733969175295869, "sigma": 0.50000000090630459, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.734, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.0408894E-06 }, { "x": 0.1, "y": 0.00085275605073 }, { "x": 0.15, "y": 0.01000123284596 }, { "x": 0.2, "y": 0.03997834038251 }, { "x": 0.25, "y": 0.09600596378901 }, { "x": 0.3, "y": 0.17360691875027 }, { "x": 0.35, "y": 0.26378953638951 }, { "x": 0.4, "y": 0.35768891376316 }, { "x": 0.45, "y": 0.44864834381817 }, { "x": 0.5, "y": 0.53253509007998 }, { "x": 0.55, "y": 0.6072906166292 }, { "x": 0.6, "y": 0.67230506428846 }, { "x": 0.65, "y": 0.727866293286 }, { "x": 0.7, "y": 0.77475202570772 }, { "x": 0.75, "y": 0.8139573810561 }, { "x": 0.8, "y": 0.84652700343527 }, { "x": 0.85, "y": 0.87346004569347 }, { "x": 0.9, "y": 0.89566252315953 }, { "x": 0.95, "y": 0.91392874121419 }, { "x": 1, "y": 0.92893951510193 }, { "x": 1.05, "y": 0.94126932938846 }, { "x": 1.1, "y": 0.95139762606663 }, { "x": 1.15, "y": 0.95972140489204 }, { "x": 1.2, "y": 0.96656758159108 }, { "x": 1.25, "y": 0.9722043225604 }, { "x": 1.3, "y": 0.97685103176238 }, { "x": 1.35, "y": 0.98068692401775 }, { "x": 1.4, "y": 0.98385825568146 }, { "x": 1.45, "y": 0.98648434791899 }, { "x": 1.5, "y": 0.98866256026023 }, { "x": 1.55, "y": 0.9904723716868 }, { "x": 1.6, "y": 0.99197871454401 }, { "x": 1.65, "y": 0.99323468967776 }, { "x": 1.7, "y": 0.99428377309626 }, { "x": 1.75, "y": 0.9951616071123 }, { "x": 1.8, "y": 0.99589745326514 }, { "x": 1.85, "y": 0.99651537069324 }, { "x": 1.9, "y": 0.99703517204578 }, { "x": 1.95, "y": 0.9974731993363 }, { "x": 2, "y": 0.99784295413725 }, { "x": 2.05, "y": 0.99815560995375 }, { "x": 2.1, "y": 0.99842042926963 }, { "x": 2.15, "y": 0.99864510342321 }, { "x": 2.2, "y": 0.99883602996358 }, { "x": 2.25, "y": 0.9989985393089 }, { "x": 2.3, "y": 0.9991370802479 }, { "x": 2.35, "y": 0.99925537198939 }, { "x": 2.4, "y": 0.99935652898709 }, { "x": 2.45, "y": 0.99944316357679 }, { "x": 2.5, "y": 0.99951747050532 }, { "x": 2.55, "y": 0.9995812966583 }, { "x": 2.6, "y": 0.99963619867185 }, { "x": 2.65, "y": 0.99968349061045 }, { "x": 2.7, "y": 0.99972428348782 }, { "x": 2.75, "y": 0.99975951807897 }, { "x": 2.8, "y": 0.999789992206 }, { "x": 2.85, "y": 0.99981638346431 }, { "x": 2.9, "y": 0.99983926818115 }, { "x": 2.95, "y": 0.99985913725564 }, { "x": 3, "y": 0.99987640941385 }, { "x": 3.05, "y": 0.9998914423175 }, { "x": 3.1, "y": 0.9999045418882 }, { "x": 3.15, "y": 0.9999159701452 }, { "x": 3.2, "y": 0.99992595180362 }, { "x": 3.25, "y": 0.99993467983706 }, { "x": 3.3, "y": 0.99994232017399 }, { "x": 3.35, "y": 0.99994901566825 }, { "x": 3.4, "y": 0.99995488946074 }, { "x": 3.45, "y": 0.99996004782936 }, { "x": 3.5, "y": 0.99996458260849 }, { "x": 3.55, "y": 0.99996857324574 }, { "x": 3.6, "y": 0.99997208855263 }, { "x": 3.65, "y": 0.99997518819669 }, { "x": 3.7, "y": 0.99997792397479 }, { "x": 3.75, "y": 0.99998034090113 }, { "x": 3.8, "y": 0.99998247813806 }, { "x": 3.85, "y": 0.99998436979331 }, { "x": 3.9, "y": 0.99998604560376 }, { "x": 3.94999999999999, "y": 0.99998753152245 }, { "x": 3.99999999999999, "y": 0.9999888502232 } ] }, { "id": 636, "curve_id": "E6.3", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Distribution circuit", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "figure_given", "mu": -0.329021636160241, "sigma": 0.20225735433111447, "method": "Curve fitting", "mu_sigma_quality": 0.99994184991258839, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.329, σ=0.202, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0.009 }, { "x": 0.35, "y": 0.01 }, { "x": 0.4, "y": 0.012 }, { "x": 0.45, "y": 0.014 }, { "x": 0.5, "y": 0.036 }, { "x": 0.55, "y": 0.098 }, { "x": 0.6, "y": 0.176 }, { "x": 0.65, "y": 0.306 }, { "x": 0.7, "y": 0.443 }, { "x": 0.75, "y": 0.589 }, { "x": 0.8, "y": 0.703 }, { "x": 0.85, "y": 0.79 }, { "x": 0.9, "y": 0.869 }, { "x": 0.95, "y": 0.909 }, { "x": 1, "y": 0.949 }, { "x": 1.05, "y": 0.967 }, { "x": 1.1, "y": 0.98 }, { "x": 1.15, "y": 0.989 }, { "x": 1.2, "y": 0.995 }, { "x": 1.25, "y": 0.999 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 637, "curve_id": "E6.4", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Distribution circuit", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "figure_given", "mu": -0.822673570145945, "sigma": 0.20500000004026567, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.823, σ=0.205, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 2.6E-13 }, { "x": 0.15, "y": 7.976697E-08 }, { "x": 0.2, "y": 6.205185272E-05 }, { "x": 0.25, "y": 0.0029854997673 }, { "x": 0.3, "y": 0.03144302724561 }, { "x": 0.35, "y": 0.13392189743333 }, { "x": 0.4, "y": 0.32395445860695 }, { "x": 0.45, "y": 0.54691954568157 }, { "x": 0.5, "y": 0.73625299173908 }, { "x": 0.55, "y": 0.86362766046872 }, { "x": 0.6, "y": 0.93589636320639 }, { "x": 0.65, "y": 0.97204020180922 }, { "x": 0.7, "y": 0.98849185149328 }, { "x": 0.75, "y": 0.99546911086451 }, { "x": 0.8, "y": 0.99827515287813 }, { "x": 0.85, "y": 0.9993596427007 }, { "x": 0.9, "y": 0.99976657382472 }, { "x": 0.95, "y": 0.99991599950258 }, { "x": 1, "y": 0.99997002935379 }, { "x": 1.05, "y": 0.99998936111591 }, { "x": 1.1, "y": 0.99999623218199 }, { "x": 1.15, "y": 0.99999866570968 }, { "x": 1.2, "y": 0.99999952667271 }, { "x": 1.25, "y": 0.99999983155577 }, { "x": 1.3, "y": 0.99999993979341 }, { "x": 1.35, "y": 0.99999997836606 }, { "x": 1.4, "y": 0.99999999217904 }, { "x": 1.45, "y": 0.99999999715371 }, { "x": 1.5, "y": 0.99999999895672 }, { "x": 1.55, "y": 0.99999999961471 }, { "x": 1.6, "y": 0.99999999985659 }, { "x": 1.65, "y": 0.99999999994619 }, { "x": 1.7, "y": 0.99999999997965 }, { "x": 1.75, "y": 0.99999999999224 }, { "x": 1.8, "y": 0.99999999999701 }, { "x": 1.85, "y": 0.99999999999884 }, { "x": 1.9, "y": 0.99999999999955 }, { "x": 1.95, "y": 0.99999999999982 }, { "x": 2, "y": 0.99999999999993 }, { "x": 2.05, "y": 0.99999999999997 }, { "x": 2.1, "y": 0.99999999999999 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 638, "curve_id": "E8.1", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Anchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.446287103256621, "sigma": 0.600000002323723, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.446, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.073273874E-05 }, { "x": 0.1, "y": 0.00098795340995 }, { "x": 0.15, "y": 0.00780186326209 }, { "x": 0.2, "y": 0.02627596506433 }, { "x": 0.25, "y": 0.05859489846792 }, { "x": 0.3, "y": 0.10332882438198 }, { "x": 0.35, "y": 0.15723383389923 }, { "x": 0.4, "y": 0.21671392131122 }, { "x": 0.45, "y": 0.27859032773825 }, { "x": 0.5, "y": 0.34037736040162 }, { "x": 0.55, "y": 0.40029517089115 }, { "x": 0.6, "y": 0.4571706974663 }, { "x": 0.65, "y": 0.51030764543492 }, { "x": 0.7, "y": 0.55936268772455 }, { "x": 0.75, "y": 0.60424169118396 }, { "x": 0.8, "y": 0.64501855093776 }, { "x": 0.85, "y": 0.68187448801808 }, { "x": 0.9, "y": 0.71505414107251 }, { "x": 0.95, "y": 0.74483470350052 }, { "x": 1, "y": 0.7715048412238 }, { "x": 1.05, "y": 0.79535075847685 }, { "x": 1.1, "y": 0.81664738140466 }, { "x": 1.15, "y": 0.83565313840444 }, { "x": 1.2, "y": 0.85260722068189 }, { "x": 1.25, "y": 0.86772851627996 }, { "x": 1.3, "y": 0.88121564243699 }, { "x": 1.35, "y": 0.89324767138329 }, { "x": 1.4, "y": 0.90398526826512 }, { "x": 1.45, "y": 0.91357204867298 }, { "x": 1.5, "y": 0.92213602646391 }, { "x": 1.55, "y": 0.92979106717866 }, { "x": 1.6, "y": 0.93663829354316 }, { "x": 1.65, "y": 0.94276741111533 }, { "x": 1.7, "y": 0.94825793686098 }, { "x": 1.75, "y": 0.95318032331916 }, { "x": 1.8, "y": 0.95759697748791 }, { "x": 1.85, "y": 0.96156317765594 }, { "x": 1.9, "y": 0.96512789386116 }, { "x": 1.95, "y": 0.96833451899155 }, { "x": 2, "y": 0.97122151812913 }, { "x": 2.05, "y": 0.97382300382909 }, { "x": 2.1, "y": 0.97616924480614 }, { "x": 2.15, "y": 0.97828711509123 }, { "x": 2.2, "y": 0.98020049021046 }, { "x": 2.25, "y": 0.98193059638006 }, { "x": 2.3, "y": 0.98349631814541 }, { "x": 2.35, "y": 0.9849144693407 }, { "x": 2.4, "y": 0.9862000317248 }, { "x": 2.45, "y": 0.98736636516499 }, { "x": 2.5, "y": 0.98842539279769 }, { "x": 2.55, "y": 0.98938776419466 }, { "x": 2.6, "y": 0.99026299920358 }, { "x": 2.65, "y": 0.99105961481074 }, { "x": 2.7, "y": 0.99178523708862 }, { "x": 2.75, "y": 0.99244670003894 }, { "x": 2.8, "y": 0.99305013291934 }, { "x": 2.85, "y": 0.99360103744608 }, { "x": 2.9, "y": 0.99410435609334 }, { "x": 2.95, "y": 0.99456453255875 }, { "x": 3, "y": 0.99498556533289 }, { "x": 3.05, "y": 0.99537105519454 }, { "x": 3.1, "y": 0.99572424735258 }, { "x": 3.15, "y": 0.99604806886646 }, { "x": 3.2, "y": 0.99634516190031 }, { "x": 3.25, "y": 0.99661791329743 }, { "x": 3.3, "y": 0.99686848090303 }, { "x": 3.35, "y": 0.99709881701128 }, { "x": 3.4, "y": 0.99731068926709 }, { "x": 3.45, "y": 0.99750569931374 }, { "x": 3.5, "y": 0.99768529944236 }, { "x": 3.55, "y": 0.9978508074691 }, { "x": 3.6, "y": 0.99800342003881 }, { "x": 3.65, "y": 0.9981442245311 }, { "x": 3.7, "y": 0.99827420972352 }, { "x": 3.75, "y": 0.99839427534903 }, { "x": 3.8, "y": 0.99850524066896 }, { "x": 3.85, "y": 0.99860785216843 }, { "x": 3.9, "y": 0.9987027904694 }, { "x": 3.94999999999999, "y": 0.99879067654535 }, { "x": 3.99999999999999, "y": 0.99887207731229 } ] }, { "id": 639, "curve_id": "E8.10", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Light rail DC power substation", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.223143552462717, "sigma": 0.800000002998918, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.223, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00026439120652 }, { "x": 0.1, "y": 0.00467067853566 }, { "x": 0.15, "y": 0.01819822211893 }, { "x": 0.2, "y": 0.04155957087041 }, { "x": 0.25, "y": 0.07298167709942 }, { "x": 0.3, "y": 0.11009245745721 }, { "x": 0.35, "y": 0.15072048530865 }, { "x": 0.4, "y": 0.19312610938197 }, { "x": 0.45, "y": 0.23600725377115 }, { "x": 0.5, "y": 0.27843245227983 }, { "x": 0.55, "y": 0.3197611486803 }, { "x": 0.6, "y": 0.35957217301072 }, { "x": 0.65, "y": 0.39760576074095 }, { "x": 0.7, "y": 0.43371876391053 }, { "x": 0.75, "y": 0.46785094463252 }, { "x": 0.8, "y": 0.5 }, { "x": 0.85, "y": 0.53020324517096 }, { "x": 0.9, "y": 0.55852428326709 }, { "x": 0.95, "y": 0.58504337179887 }, { "x": 1, "y": 0.60985051219595 }, { "x": 1.05, "y": 0.63304053736704 }, { "x": 1.1, "y": 0.65470966099965 }, { "x": 1.15, "y": 0.67495309344646 }, { "x": 1.2, "y": 0.69386343359725 }, { "x": 1.25, "y": 0.71152962321323 }, { "x": 1.3, "y": 0.72803630689907 }, { "x": 1.35, "y": 0.74346348256881 }, { "x": 1.4, "y": 0.75788635791138 }, { "x": 1.45, "y": 0.77137535091771 }, { "x": 1.5, "y": 0.78399618914739 }, { "x": 1.55, "y": 0.795810074665 }, { "x": 1.6, "y": 0.80687389061803 }, { "x": 1.65, "y": 0.81724043210335 }, { "x": 1.7, "y": 0.82695864889715 }, { "x": 1.75, "y": 0.83607389125876 }, { "x": 1.8, "y": 0.84462815269671 }, { "x": 1.85, "y": 0.85266030555317 }, { "x": 1.9, "y": 0.86020632670365 }, { "x": 1.95, "y": 0.86729951171706 }, { "x": 2, "y": 0.87397067657923 }, { "x": 2.05, "y": 0.88024834662452 }, { "x": 2.1, "y": 0.8861589327013 }, { "x": 2.15, "y": 0.89172689486021 }, { "x": 2.2, "y": 0.89697489402949 }, { "x": 2.25, "y": 0.90192393225322 }, { "x": 2.3, "y": 0.90659348213308 }, { "x": 2.35, "y": 0.91100160614545 }, { "x": 2.4, "y": 0.9151650665129 }, { "x": 2.45, "y": 0.91909942629937 }, { "x": 2.5, "y": 0.92281914237772 }, { "x": 2.55, "y": 0.92633765088948 }, { "x": 2.6, "y": 0.92966744578391 }, { "x": 2.65, "y": 0.93282015098801 }, { "x": 2.7, "y": 0.93580658672259 }, { "x": 2.75, "y": 0.93863683044334 }, { "x": 2.8, "y": 0.94132027285049 }, { "x": 2.85, "y": 0.94386566937656 }, { "x": 2.9, "y": 0.94628118752942 }, { "x": 2.95, "y": 0.94857445043749 }, { "x": 3, "y": 0.9507525769152 }, { "x": 3.05, "y": 0.95282221834074 }, { "x": 3.1, "y": 0.954789592613 }, { "x": 3.15, "y": 0.95666051543247 }, { "x": 3.2, "y": 0.95844042912959 }, { "x": 3.25, "y": 0.96013442924501 }, { "x": 3.3, "y": 0.96174728904867 }, { "x": 3.35, "y": 0.96328348216838 }, { "x": 3.4, "y": 0.9647472034839 }, { "x": 3.45, "y": 0.96614238842913 }, { "x": 3.5, "y": 0.96747273083259 }, { "x": 3.55, "y": 0.96874169941528 }, { "x": 3.6, "y": 0.96995255305471 }, { "x": 3.65, "y": 0.97110835491464 }, { "x": 3.7, "y": 0.97221198553143 }, { "x": 3.75, "y": 0.97326615494038 }, { "x": 3.8, "y": 0.97427341391808 }, { "x": 3.85, "y": 0.97523616441063 }, { "x": 3.9, "y": 0.97615666921161 }, { "x": 3.94999999999999, "y": 0.97703706094821 }, { "x": 3.99999999999999, "y": 0.9778793504293 } ] }, { "id": 640, "curve_id": "E8.2", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Anchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.446287103256621, "sigma": 0.600000002323723, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.446, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.073273874E-05 }, { "x": 0.1, "y": 0.00098795340995 }, { "x": 0.15, "y": 0.00780186326209 }, { "x": 0.2, "y": 0.02627596506433 }, { "x": 0.25, "y": 0.05859489846792 }, { "x": 0.3, "y": 0.10332882438198 }, { "x": 0.35, "y": 0.15723383389923 }, { "x": 0.4, "y": 0.21671392131122 }, { "x": 0.45, "y": 0.27859032773825 }, { "x": 0.5, "y": 0.34037736040162 }, { "x": 0.55, "y": 0.40029517089115 }, { "x": 0.6, "y": 0.4571706974663 }, { "x": 0.65, "y": 0.51030764543492 }, { "x": 0.7, "y": 0.55936268772455 }, { "x": 0.75, "y": 0.60424169118396 }, { "x": 0.8, "y": 0.64501855093776 }, { "x": 0.85, "y": 0.68187448801808 }, { "x": 0.9, "y": 0.71505414107251 }, { "x": 0.95, "y": 0.74483470350052 }, { "x": 1, "y": 0.7715048412238 }, { "x": 1.05, "y": 0.79535075847685 }, { "x": 1.1, "y": 0.81664738140466 }, { "x": 1.15, "y": 0.83565313840444 }, { "x": 1.2, "y": 0.85260722068189 }, { "x": 1.25, "y": 0.86772851627996 }, { "x": 1.3, "y": 0.88121564243699 }, { "x": 1.35, "y": 0.89324767138329 }, { "x": 1.4, "y": 0.90398526826512 }, { "x": 1.45, "y": 0.91357204867298 }, { "x": 1.5, "y": 0.92213602646391 }, { "x": 1.55, "y": 0.92979106717866 }, { "x": 1.6, "y": 0.93663829354316 }, { "x": 1.65, "y": 0.94276741111533 }, { "x": 1.7, "y": 0.94825793686098 }, { "x": 1.75, "y": 0.95318032331916 }, { "x": 1.8, "y": 0.95759697748791 }, { "x": 1.85, "y": 0.96156317765594 }, { "x": 1.9, "y": 0.96512789386116 }, { "x": 1.95, "y": 0.96833451899155 }, { "x": 2, "y": 0.97122151812913 }, { "x": 2.05, "y": 0.97382300382909 }, { "x": 2.1, "y": 0.97616924480614 }, { "x": 2.15, "y": 0.97828711509123 }, { "x": 2.2, "y": 0.98020049021046 }, { "x": 2.25, "y": 0.98193059638006 }, { "x": 2.3, "y": 0.98349631814541 }, { "x": 2.35, "y": 0.9849144693407 }, { "x": 2.4, "y": 0.9862000317248 }, { "x": 2.45, "y": 0.98736636516499 }, { "x": 2.5, "y": 0.98842539279769 }, { "x": 2.55, "y": 0.98938776419466 }, { "x": 2.6, "y": 0.99026299920358 }, { "x": 2.65, "y": 0.99105961481074 }, { "x": 2.7, "y": 0.99178523708862 }, { "x": 2.75, "y": 0.99244670003894 }, { "x": 2.8, "y": 0.99305013291934 }, { "x": 2.85, "y": 0.99360103744608 }, { "x": 2.9, "y": 0.99410435609334 }, { "x": 2.95, "y": 0.99456453255875 }, { "x": 3, "y": 0.99498556533289 }, { "x": 3.05, "y": 0.99537105519454 }, { "x": 3.1, "y": 0.99572424735258 }, { "x": 3.15, "y": 0.99604806886646 }, { "x": 3.2, "y": 0.99634516190031 }, { "x": 3.25, "y": 0.99661791329743 }, { "x": 3.3, "y": 0.99686848090303 }, { "x": 3.35, "y": 0.99709881701128 }, { "x": 3.4, "y": 0.99731068926709 }, { "x": 3.45, "y": 0.99750569931374 }, { "x": 3.5, "y": 0.99768529944236 }, { "x": 3.55, "y": 0.9978508074691 }, { "x": 3.6, "y": 0.99800342003881 }, { "x": 3.65, "y": 0.9981442245311 }, { "x": 3.7, "y": 0.99827420972352 }, { "x": 3.75, "y": 0.99839427534903 }, { "x": 3.8, "y": 0.99850524066896 }, { "x": 3.85, "y": 0.99860785216843 }, { "x": 3.9, "y": 0.9987027904694 }, { "x": 3.94999999999999, "y": 0.99879067654535 }, { "x": 3.99999999999999, "y": 0.99887207731229 } ] }, { "id": 641, "curve_id": "E8.3", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.733969175080943, "sigma": 0.60000000000261777, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.734, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 8.175300209E-05 }, { "x": 0.1, "y": 0.00446974121786 }, { "x": 0.15, "y": 0.02627596506433 }, { "x": 0.2, "y": 0.07226678942058 }, { "x": 0.25, "y": 0.13847230589876 }, { "x": 0.3, "y": 0.21671392131122 }, { "x": 0.35, "y": 0.2992976617384 }, { "x": 0.4, "y": 0.38061374850918 }, { "x": 0.45, "y": 0.4571706974663 }, { "x": 0.5, "y": 0.52712177330676 }, { "x": 0.55, "y": 0.58974417787801 }, { "x": 0.6, "y": 0.64501855093776 }, { "x": 0.65, "y": 0.69332959143152 }, { "x": 0.7, "y": 0.735267764912 }, { "x": 0.75, "y": 0.7715048412238 }, { "x": 0.8, "y": 0.80271975135509 }, { "x": 0.85, "y": 0.82955724864237 }, { "x": 0.9, "y": 0.85260722068189 }, { "x": 0.95, "y": 0.8723965637761 }, { "x": 1, "y": 0.88938839048546 }, { "x": 1.05, "y": 0.90398526826512 }, { "x": 1.1, "y": 0.91653445234638 }, { "x": 1.15, "y": 0.92733389054533 }, { "x": 1.2, "y": 0.93663829354316 }, { "x": 1.25, "y": 0.94466488559193 }, { "x": 1.3, "y": 0.9515986470764 }, { "x": 1.35, "y": 0.95759697748791 }, { "x": 1.4, "y": 0.96279377467369 }, { "x": 1.45, "y": 0.96730296267447 }, { "x": 1.5, "y": 0.97122151812913 }, { "x": 1.55, "y": 0.97463205173501 }, { "x": 1.6, "y": 0.97760500137522 }, { "x": 1.65, "y": 0.98020049021046 }, { "x": 1.7, "y": 0.98246989807003 }, { "x": 1.75, "y": 0.98445718892857 }, { "x": 1.8, "y": 0.9862000317248 }, { "x": 1.85, "y": 0.98773074659219 }, { "x": 1.9, "y": 0.98907710388026 }, { "x": 1.95, "y": 0.99026299920358 }, { "x": 2, "y": 0.99130902415642 }, { "x": 2.05, "y": 0.99223294924041 }, { "x": 2.1, "y": 0.99305013291934 }, { "x": 2.15, "y": 0.99377386848574 }, { "x": 2.2, "y": 0.99441567854376 }, { "x": 2.25, "y": 0.99498556533289 }, { "x": 2.3, "y": 0.99549222379124 }, { "x": 2.35, "y": 0.99594322314738 }, { "x": 2.4, "y": 0.99634516190031 }, { "x": 2.45, "y": 0.99670380027026 }, { "x": 2.5, "y": 0.99702417355308 }, { "x": 2.55, "y": 0.99731068926709 }, { "x": 2.6, "y": 0.99756721052616 }, { "x": 2.65, "y": 0.99779712769201 }, { "x": 2.7, "y": 0.99800342003881 }, { "x": 2.75, "y": 0.99818870889585 }, { "x": 2.8, "y": 0.99835530350845 }, { "x": 2.85, "y": 0.99850524066896 }, { "x": 2.9, "y": 0.99864031900988 }, { "x": 2.95, "y": 0.99876212871763 }, { "x": 3, "y": 0.99887207731229 }, { "x": 3.05, "y": 0.99897141204308 }, { "x": 3.1, "y": 0.99906123936876 }, { "x": 3.15, "y": 0.9991425419238 }, { "x": 3.2, "y": 0.99921619331312 }, { "x": 3.25, "y": 0.99928297102915 }, { "x": 3.3, "y": 0.99934356774317 }, { "x": 3.35, "y": 0.99939860118715 }, { "x": 3.4, "y": 0.99944862281234 }, { "x": 3.45, "y": 0.99949412538454 }, { "x": 3.5, "y": 0.99953554965446 }, { "x": 3.55, "y": 0.99957329022208 }, { "x": 3.6, "y": 0.99960770069827 }, { "x": 3.65, "y": 0.99963909825263 }, { "x": 3.7, "y": 0.99966776762493 }, { "x": 3.75, "y": 0.99969396466705 }, { "x": 3.8, "y": 0.99971791947359 }, { "x": 3.85, "y": 0.99973983915172 }, { "x": 3.9, "y": 0.99975991027438 }, { "x": 3.94999999999999, "y": 0.99977830105498 }, { "x": 3.99999999999999, "y": 0.99979516327729 } ] }, { "id": 642, "curve_id": "E8.4", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.733969175080943, "sigma": 0.60000000000261777, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.734, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 8.175300209E-05 }, { "x": 0.1, "y": 0.00446974121786 }, { "x": 0.15, "y": 0.02627596506433 }, { "x": 0.2, "y": 0.07226678942058 }, { "x": 0.25, "y": 0.13847230589876 }, { "x": 0.3, "y": 0.21671392131122 }, { "x": 0.35, "y": 0.2992976617384 }, { "x": 0.4, "y": 0.38061374850918 }, { "x": 0.45, "y": 0.4571706974663 }, { "x": 0.5, "y": 0.52712177330676 }, { "x": 0.55, "y": 0.58974417787801 }, { "x": 0.6, "y": 0.64501855093776 }, { "x": 0.65, "y": 0.69332959143152 }, { "x": 0.7, "y": 0.735267764912 }, { "x": 0.75, "y": 0.7715048412238 }, { "x": 0.8, "y": 0.80271975135509 }, { "x": 0.85, "y": 0.82955724864237 }, { "x": 0.9, "y": 0.85260722068189 }, { "x": 0.95, "y": 0.8723965637761 }, { "x": 1, "y": 0.88938839048546 }, { "x": 1.05, "y": 0.90398526826512 }, { "x": 1.1, "y": 0.91653445234638 }, { "x": 1.15, "y": 0.92733389054533 }, { "x": 1.2, "y": 0.93663829354316 }, { "x": 1.25, "y": 0.94466488559193 }, { "x": 1.3, "y": 0.9515986470764 }, { "x": 1.35, "y": 0.95759697748791 }, { "x": 1.4, "y": 0.96279377467369 }, { "x": 1.45, "y": 0.96730296267447 }, { "x": 1.5, "y": 0.97122151812913 }, { "x": 1.55, "y": 0.97463205173501 }, { "x": 1.6, "y": 0.97760500137522 }, { "x": 1.65, "y": 0.98020049021046 }, { "x": 1.7, "y": 0.98246989807003 }, { "x": 1.75, "y": 0.98445718892857 }, { "x": 1.8, "y": 0.9862000317248 }, { "x": 1.85, "y": 0.98773074659219 }, { "x": 1.9, "y": 0.98907710388026 }, { "x": 1.95, "y": 0.99026299920358 }, { "x": 2, "y": 0.99130902415642 }, { "x": 2.05, "y": 0.99223294924041 }, { "x": 2.1, "y": 0.99305013291934 }, { "x": 2.15, "y": 0.99377386848574 }, { "x": 2.2, "y": 0.99441567854376 }, { "x": 2.25, "y": 0.99498556533289 }, { "x": 2.3, "y": 0.99549222379124 }, { "x": 2.35, "y": 0.99594322314738 }, { "x": 2.4, "y": 0.99634516190031 }, { "x": 2.45, "y": 0.99670380027026 }, { "x": 2.5, "y": 0.99702417355308 }, { "x": 2.55, "y": 0.99731068926709 }, { "x": 2.6, "y": 0.99756721052616 }, { "x": 2.65, "y": 0.99779712769201 }, { "x": 2.7, "y": 0.99800342003881 }, { "x": 2.75, "y": 0.99818870889585 }, { "x": 2.8, "y": 0.99835530350845 }, { "x": 2.85, "y": 0.99850524066896 }, { "x": 2.9, "y": 0.99864031900988 }, { "x": 2.95, "y": 0.99876212871763 }, { "x": 3, "y": 0.99887207731229 }, { "x": 3.05, "y": 0.99897141204308 }, { "x": 3.1, "y": 0.99906123936876 }, { "x": 3.15, "y": 0.9991425419238 }, { "x": 3.2, "y": 0.99921619331312 }, { "x": 3.25, "y": 0.99928297102915 }, { "x": 3.3, "y": 0.99934356774317 }, { "x": 3.35, "y": 0.99939860118715 }, { "x": 3.4, "y": 0.99944862281234 }, { "x": 3.45, "y": 0.99949412538454 }, { "x": 3.5, "y": 0.99953554965446 }, { "x": 3.55, "y": 0.99957329022208 }, { "x": 3.6, "y": 0.99960770069827 }, { "x": 3.65, "y": 0.99963909825263 }, { "x": 3.7, "y": 0.99966776762493 }, { "x": 3.75, "y": 0.99969396466705 }, { "x": 3.8, "y": 0.99971791947359 }, { "x": 3.85, "y": 0.99973983915172 }, { "x": 3.9, "y": 0.99975991027438 }, { "x": 3.94999999999999, "y": 0.99977830105498 }, { "x": 3.99999999999999, "y": 0.99979516327729 } ] }, { "id": 643, "curve_id": "E8.5", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Anchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.223143552462717, "sigma": 0.800000002998918, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.223, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00026439120652 }, { "x": 0.1, "y": 0.00467067853566 }, { "x": 0.15, "y": 0.01819822211893 }, { "x": 0.2, "y": 0.04155957087041 }, { "x": 0.25, "y": 0.07298167709942 }, { "x": 0.3, "y": 0.11009245745721 }, { "x": 0.35, "y": 0.15072048530865 }, { "x": 0.4, "y": 0.19312610938197 }, { "x": 0.45, "y": 0.23600725377115 }, { "x": 0.5, "y": 0.27843245227983 }, { "x": 0.55, "y": 0.3197611486803 }, { "x": 0.6, "y": 0.35957217301072 }, { "x": 0.65, "y": 0.39760576074095 }, { "x": 0.7, "y": 0.43371876391053 }, { "x": 0.75, "y": 0.46785094463252 }, { "x": 0.8, "y": 0.5 }, { "x": 0.85, "y": 0.53020324517096 }, { "x": 0.9, "y": 0.55852428326709 }, { "x": 0.95, "y": 0.58504337179887 }, { "x": 1, "y": 0.60985051219595 }, { "x": 1.05, "y": 0.63304053736704 }, { "x": 1.1, "y": 0.65470966099965 }, { "x": 1.15, "y": 0.67495309344646 }, { "x": 1.2, "y": 0.69386343359725 }, { "x": 1.25, "y": 0.71152962321323 }, { "x": 1.3, "y": 0.72803630689907 }, { "x": 1.35, "y": 0.74346348256881 }, { "x": 1.4, "y": 0.75788635791138 }, { "x": 1.45, "y": 0.77137535091771 }, { "x": 1.5, "y": 0.78399618914739 }, { "x": 1.55, "y": 0.795810074665 }, { "x": 1.6, "y": 0.80687389061803 }, { "x": 1.65, "y": 0.81724043210335 }, { "x": 1.7, "y": 0.82695864889715 }, { "x": 1.75, "y": 0.83607389125876 }, { "x": 1.8, "y": 0.84462815269671 }, { "x": 1.85, "y": 0.85266030555317 }, { "x": 1.9, "y": 0.86020632670365 }, { "x": 1.95, "y": 0.86729951171706 }, { "x": 2, "y": 0.87397067657923 }, { "x": 2.05, "y": 0.88024834662452 }, { "x": 2.1, "y": 0.8861589327013 }, { "x": 2.15, "y": 0.89172689486021 }, { "x": 2.2, "y": 0.89697489402949 }, { "x": 2.25, "y": 0.90192393225322 }, { "x": 2.3, "y": 0.90659348213308 }, { "x": 2.35, "y": 0.91100160614545 }, { "x": 2.4, "y": 0.9151650665129 }, { "x": 2.45, "y": 0.91909942629937 }, { "x": 2.5, "y": 0.92281914237772 }, { "x": 2.55, "y": 0.92633765088948 }, { "x": 2.6, "y": 0.92966744578391 }, { "x": 2.65, "y": 0.93282015098801 }, { "x": 2.7, "y": 0.93580658672259 }, { "x": 2.75, "y": 0.93863683044334 }, { "x": 2.8, "y": 0.94132027285049 }, { "x": 2.85, "y": 0.94386566937656 }, { "x": 2.9, "y": 0.94628118752942 }, { "x": 2.95, "y": 0.94857445043749 }, { "x": 3, "y": 0.9507525769152 }, { "x": 3.05, "y": 0.95282221834074 }, { "x": 3.1, "y": 0.954789592613 }, { "x": 3.15, "y": 0.95666051543247 }, { "x": 3.2, "y": 0.95844042912959 }, { "x": 3.25, "y": 0.96013442924501 }, { "x": 3.3, "y": 0.96174728904867 }, { "x": 3.35, "y": 0.96328348216838 }, { "x": 3.4, "y": 0.9647472034839 }, { "x": 3.45, "y": 0.96614238842913 }, { "x": 3.5, "y": 0.96747273083259 }, { "x": 3.55, "y": 0.96874169941528 }, { "x": 3.6, "y": 0.96995255305471 }, { "x": 3.65, "y": 0.97110835491464 }, { "x": 3.7, "y": 0.97221198553143 }, { "x": 3.75, "y": 0.97326615494038 }, { "x": 3.8, "y": 0.97427341391808 }, { "x": 3.85, "y": 0.97523616441063 }, { "x": 3.9, "y": 0.97615666921161 }, { "x": 3.94999999999999, "y": 0.97703706094821 }, { "x": 3.99999999999999, "y": 0.9778793504293 } ] }, { "id": 644, "curve_id": "E8.6", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Anchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.223143552462717, "sigma": 0.800000002998918, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.223, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00026439120652 }, { "x": 0.1, "y": 0.00467067853566 }, { "x": 0.15, "y": 0.01819822211893 }, { "x": 0.2, "y": 0.04155957087041 }, { "x": 0.25, "y": 0.07298167709942 }, { "x": 0.3, "y": 0.11009245745721 }, { "x": 0.35, "y": 0.15072048530865 }, { "x": 0.4, "y": 0.19312610938197 }, { "x": 0.45, "y": 0.23600725377115 }, { "x": 0.5, "y": 0.27843245227983 }, { "x": 0.55, "y": 0.3197611486803 }, { "x": 0.6, "y": 0.35957217301072 }, { "x": 0.65, "y": 0.39760576074095 }, { "x": 0.7, "y": 0.43371876391053 }, { "x": 0.75, "y": 0.46785094463252 }, { "x": 0.8, "y": 0.5 }, { "x": 0.85, "y": 0.53020324517096 }, { "x": 0.9, "y": 0.55852428326709 }, { "x": 0.95, "y": 0.58504337179887 }, { "x": 1, "y": 0.60985051219595 }, { "x": 1.05, "y": 0.63304053736704 }, { "x": 1.1, "y": 0.65470966099965 }, { "x": 1.15, "y": 0.67495309344646 }, { "x": 1.2, "y": 0.69386343359725 }, { "x": 1.25, "y": 0.71152962321323 }, { "x": 1.3, "y": 0.72803630689907 }, { "x": 1.35, "y": 0.74346348256881 }, { "x": 1.4, "y": 0.75788635791138 }, { "x": 1.45, "y": 0.77137535091771 }, { "x": 1.5, "y": 0.78399618914739 }, { "x": 1.55, "y": 0.795810074665 }, { "x": 1.6, "y": 0.80687389061803 }, { "x": 1.65, "y": 0.81724043210335 }, { "x": 1.7, "y": 0.82695864889715 }, { "x": 1.75, "y": 0.83607389125876 }, { "x": 1.8, "y": 0.84462815269671 }, { "x": 1.85, "y": 0.85266030555317 }, { "x": 1.9, "y": 0.86020632670365 }, { "x": 1.95, "y": 0.86729951171706 }, { "x": 2, "y": 0.87397067657923 }, { "x": 2.05, "y": 0.88024834662452 }, { "x": 2.1, "y": 0.8861589327013 }, { "x": 2.15, "y": 0.89172689486021 }, { "x": 2.2, "y": 0.89697489402949 }, { "x": 2.25, "y": 0.90192393225322 }, { "x": 2.3, "y": 0.90659348213308 }, { "x": 2.35, "y": 0.91100160614545 }, { "x": 2.4, "y": 0.9151650665129 }, { "x": 2.45, "y": 0.91909942629937 }, { "x": 2.5, "y": 0.92281914237772 }, { "x": 2.55, "y": 0.92633765088948 }, { "x": 2.6, "y": 0.92966744578391 }, { "x": 2.65, "y": 0.93282015098801 }, { "x": 2.7, "y": 0.93580658672259 }, { "x": 2.75, "y": 0.93863683044334 }, { "x": 2.8, "y": 0.94132027285049 }, { "x": 2.85, "y": 0.94386566937656 }, { "x": 2.9, "y": 0.94628118752942 }, { "x": 2.95, "y": 0.94857445043749 }, { "x": 3, "y": 0.9507525769152 }, { "x": 3.05, "y": 0.95282221834074 }, { "x": 3.1, "y": 0.954789592613 }, { "x": 3.15, "y": 0.95666051543247 }, { "x": 3.2, "y": 0.95844042912959 }, { "x": 3.25, "y": 0.96013442924501 }, { "x": 3.3, "y": 0.96174728904867 }, { "x": 3.35, "y": 0.96328348216838 }, { "x": 3.4, "y": 0.9647472034839 }, { "x": 3.45, "y": 0.96614238842913 }, { "x": 3.5, "y": 0.96747273083259 }, { "x": 3.55, "y": 0.96874169941528 }, { "x": 3.6, "y": 0.96995255305471 }, { "x": 3.65, "y": 0.97110835491464 }, { "x": 3.7, "y": 0.97221198553143 }, { "x": 3.75, "y": 0.97326615494038 }, { "x": 3.8, "y": 0.97427341391808 }, { "x": 3.85, "y": 0.97523616441063 }, { "x": 3.9, "y": 0.97615666921161 }, { "x": 3.94999999999999, "y": 0.97703706094821 }, { "x": 3.99999999999999, "y": 0.9778793504293 } ] }, { "id": 645, "curve_id": "E8.7", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Unanchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.223143552462717, "sigma": 0.800000002998918, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.223, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00026439120652 }, { "x": 0.1, "y": 0.00467067853566 }, { "x": 0.15, "y": 0.01819822211893 }, { "x": 0.2, "y": 0.04155957087041 }, { "x": 0.25, "y": 0.07298167709942 }, { "x": 0.3, "y": 0.11009245745721 }, { "x": 0.35, "y": 0.15072048530865 }, { "x": 0.4, "y": 0.19312610938197 }, { "x": 0.45, "y": 0.23600725377115 }, { "x": 0.5, "y": 0.27843245227983 }, { "x": 0.55, "y": 0.3197611486803 }, { "x": 0.6, "y": 0.35957217301072 }, { "x": 0.65, "y": 0.39760576074095 }, { "x": 0.7, "y": 0.43371876391053 }, { "x": 0.75, "y": 0.46785094463252 }, { "x": 0.8, "y": 0.5 }, { "x": 0.85, "y": 0.53020324517096 }, { "x": 0.9, "y": 0.55852428326709 }, { "x": 0.95, "y": 0.58504337179887 }, { "x": 1, "y": 0.60985051219595 }, { "x": 1.05, "y": 0.63304053736704 }, { "x": 1.1, "y": 0.65470966099965 }, { "x": 1.15, "y": 0.67495309344646 }, { "x": 1.2, "y": 0.69386343359725 }, { "x": 1.25, "y": 0.71152962321323 }, { "x": 1.3, "y": 0.72803630689907 }, { "x": 1.35, "y": 0.74346348256881 }, { "x": 1.4, "y": 0.75788635791138 }, { "x": 1.45, "y": 0.77137535091771 }, { "x": 1.5, "y": 0.78399618914739 }, { "x": 1.55, "y": 0.795810074665 }, { "x": 1.6, "y": 0.80687389061803 }, { "x": 1.65, "y": 0.81724043210335 }, { "x": 1.7, "y": 0.82695864889715 }, { "x": 1.75, "y": 0.83607389125876 }, { "x": 1.8, "y": 0.84462815269671 }, { "x": 1.85, "y": 0.85266030555317 }, { "x": 1.9, "y": 0.86020632670365 }, { "x": 1.95, "y": 0.86729951171706 }, { "x": 2, "y": 0.87397067657923 }, { "x": 2.05, "y": 0.88024834662452 }, { "x": 2.1, "y": 0.8861589327013 }, { "x": 2.15, "y": 0.89172689486021 }, { "x": 2.2, "y": 0.89697489402949 }, { "x": 2.25, "y": 0.90192393225322 }, { "x": 2.3, "y": 0.90659348213308 }, { "x": 2.35, "y": 0.91100160614545 }, { "x": 2.4, "y": 0.9151650665129 }, { "x": 2.45, "y": 0.91909942629937 }, { "x": 2.5, "y": 0.92281914237772 }, { "x": 2.55, "y": 0.92633765088948 }, { "x": 2.6, "y": 0.92966744578391 }, { "x": 2.65, "y": 0.93282015098801 }, { "x": 2.7, "y": 0.93580658672259 }, { "x": 2.75, "y": 0.93863683044334 }, { "x": 2.8, "y": 0.94132027285049 }, { "x": 2.85, "y": 0.94386566937656 }, { "x": 2.9, "y": 0.94628118752942 }, { "x": 2.95, "y": 0.94857445043749 }, { "x": 3, "y": 0.9507525769152 }, { "x": 3.05, "y": 0.95282221834074 }, { "x": 3.1, "y": 0.954789592613 }, { "x": 3.15, "y": 0.95666051543247 }, { "x": 3.2, "y": 0.95844042912959 }, { "x": 3.25, "y": 0.96013442924501 }, { "x": 3.3, "y": 0.96174728904867 }, { "x": 3.35, "y": 0.96328348216838 }, { "x": 3.4, "y": 0.9647472034839 }, { "x": 3.45, "y": 0.96614238842913 }, { "x": 3.5, "y": 0.96747273083259 }, { "x": 3.55, "y": 0.96874169941528 }, { "x": 3.6, "y": 0.96995255305471 }, { "x": 3.65, "y": 0.97110835491464 }, { "x": 3.7, "y": 0.97221198553143 }, { "x": 3.75, "y": 0.97326615494038 }, { "x": 3.8, "y": 0.97427341391808 }, { "x": 3.85, "y": 0.97523616441063 }, { "x": 3.9, "y": 0.97615666921161 }, { "x": 3.94999999999999, "y": 0.97703706094821 }, { "x": 3.99999999999999, "y": 0.9778793504293 } ] }, { "id": 646, "curve_id": "E8.8", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Unanchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.223143552462717, "sigma": 0.800000002998918, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.223, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00026439120652 }, { "x": 0.1, "y": 0.00467067853566 }, { "x": 0.15, "y": 0.01819822211893 }, { "x": 0.2, "y": 0.04155957087041 }, { "x": 0.25, "y": 0.07298167709942 }, { "x": 0.3, "y": 0.11009245745721 }, { "x": 0.35, "y": 0.15072048530865 }, { "x": 0.4, "y": 0.19312610938197 }, { "x": 0.45, "y": 0.23600725377115 }, { "x": 0.5, "y": 0.27843245227983 }, { "x": 0.55, "y": 0.3197611486803 }, { "x": 0.6, "y": 0.35957217301072 }, { "x": 0.65, "y": 0.39760576074095 }, { "x": 0.7, "y": 0.43371876391053 }, { "x": 0.75, "y": 0.46785094463252 }, { "x": 0.8, "y": 0.5 }, { "x": 0.85, "y": 0.53020324517096 }, { "x": 0.9, "y": 0.55852428326709 }, { "x": 0.95, "y": 0.58504337179887 }, { "x": 1, "y": 0.60985051219595 }, { "x": 1.05, "y": 0.63304053736704 }, { "x": 1.1, "y": 0.65470966099965 }, { "x": 1.15, "y": 0.67495309344646 }, { "x": 1.2, "y": 0.69386343359725 }, { "x": 1.25, "y": 0.71152962321323 }, { "x": 1.3, "y": 0.72803630689907 }, { "x": 1.35, "y": 0.74346348256881 }, { "x": 1.4, "y": 0.75788635791138 }, { "x": 1.45, "y": 0.77137535091771 }, { "x": 1.5, "y": 0.78399618914739 }, { "x": 1.55, "y": 0.795810074665 }, { "x": 1.6, "y": 0.80687389061803 }, { "x": 1.65, "y": 0.81724043210335 }, { "x": 1.7, "y": 0.82695864889715 }, { "x": 1.75, "y": 0.83607389125876 }, { "x": 1.8, "y": 0.84462815269671 }, { "x": 1.85, "y": 0.85266030555317 }, { "x": 1.9, "y": 0.86020632670365 }, { "x": 1.95, "y": 0.86729951171706 }, { "x": 2, "y": 0.87397067657923 }, { "x": 2.05, "y": 0.88024834662452 }, { "x": 2.1, "y": 0.8861589327013 }, { "x": 2.15, "y": 0.89172689486021 }, { "x": 2.2, "y": 0.89697489402949 }, { "x": 2.25, "y": 0.90192393225322 }, { "x": 2.3, "y": 0.90659348213308 }, { "x": 2.35, "y": 0.91100160614545 }, { "x": 2.4, "y": 0.9151650665129 }, { "x": 2.45, "y": 0.91909942629937 }, { "x": 2.5, "y": 0.92281914237772 }, { "x": 2.55, "y": 0.92633765088948 }, { "x": 2.6, "y": 0.92966744578391 }, { "x": 2.65, "y": 0.93282015098801 }, { "x": 2.7, "y": 0.93580658672259 }, { "x": 2.75, "y": 0.93863683044334 }, { "x": 2.8, "y": 0.94132027285049 }, { "x": 2.85, "y": 0.94386566937656 }, { "x": 2.9, "y": 0.94628118752942 }, { "x": 2.95, "y": 0.94857445043749 }, { "x": 3, "y": 0.9507525769152 }, { "x": 3.05, "y": 0.95282221834074 }, { "x": 3.1, "y": 0.954789592613 }, { "x": 3.15, "y": 0.95666051543247 }, { "x": 3.2, "y": 0.95844042912959 }, { "x": 3.25, "y": 0.96013442924501 }, { "x": 3.3, "y": 0.96174728904867 }, { "x": 3.35, "y": 0.96328348216838 }, { "x": 3.4, "y": 0.9647472034839 }, { "x": 3.45, "y": 0.96614238842913 }, { "x": 3.5, "y": 0.96747273083259 }, { "x": 3.55, "y": 0.96874169941528 }, { "x": 3.6, "y": 0.96995255305471 }, { "x": 3.65, "y": 0.97110835491464 }, { "x": 3.7, "y": 0.97221198553143 }, { "x": 3.75, "y": 0.97326615494038 }, { "x": 3.8, "y": 0.97427341391808 }, { "x": 3.85, "y": 0.97523616441063 }, { "x": 3.9, "y": 0.97615666921161 }, { "x": 3.94999999999999, "y": 0.97703706094821 }, { "x": 3.99999999999999, "y": 0.9778793504293 } ] }, { "id": 647, "curve_id": "E8.9", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Light rail DC power substation", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.223143552462717, "sigma": 0.800000002998918, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.223, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00026439120652 }, { "x": 0.1, "y": 0.00467067853566 }, { "x": 0.15, "y": 0.01819822211893 }, { "x": 0.2, "y": 0.04155957087041 }, { "x": 0.25, "y": 0.07298167709942 }, { "x": 0.3, "y": 0.11009245745721 }, { "x": 0.35, "y": 0.15072048530865 }, { "x": 0.4, "y": 0.19312610938197 }, { "x": 0.45, "y": 0.23600725377115 }, { "x": 0.5, "y": 0.27843245227983 }, { "x": 0.55, "y": 0.3197611486803 }, { "x": 0.6, "y": 0.35957217301072 }, { "x": 0.65, "y": 0.39760576074095 }, { "x": 0.7, "y": 0.43371876391053 }, { "x": 0.75, "y": 0.46785094463252 }, { "x": 0.8, "y": 0.5 }, { "x": 0.85, "y": 0.53020324517096 }, { "x": 0.9, "y": 0.55852428326709 }, { "x": 0.95, "y": 0.58504337179887 }, { "x": 1, "y": 0.60985051219595 }, { "x": 1.05, "y": 0.63304053736704 }, { "x": 1.1, "y": 0.65470966099965 }, { "x": 1.15, "y": 0.67495309344646 }, { "x": 1.2, "y": 0.69386343359725 }, { "x": 1.25, "y": 0.71152962321323 }, { "x": 1.3, "y": 0.72803630689907 }, { "x": 1.35, "y": 0.74346348256881 }, { "x": 1.4, "y": 0.75788635791138 }, { "x": 1.45, "y": 0.77137535091771 }, { "x": 1.5, "y": 0.78399618914739 }, { "x": 1.55, "y": 0.795810074665 }, { "x": 1.6, "y": 0.80687389061803 }, { "x": 1.65, "y": 0.81724043210335 }, { "x": 1.7, "y": 0.82695864889715 }, { "x": 1.75, "y": 0.83607389125876 }, { "x": 1.8, "y": 0.84462815269671 }, { "x": 1.85, "y": 0.85266030555317 }, { "x": 1.9, "y": 0.86020632670365 }, { "x": 1.95, "y": 0.86729951171706 }, { "x": 2, "y": 0.87397067657923 }, { "x": 2.05, "y": 0.88024834662452 }, { "x": 2.1, "y": 0.8861589327013 }, { "x": 2.15, "y": 0.89172689486021 }, { "x": 2.2, "y": 0.89697489402949 }, { "x": 2.25, "y": 0.90192393225322 }, { "x": 2.3, "y": 0.90659348213308 }, { "x": 2.35, "y": 0.91100160614545 }, { "x": 2.4, "y": 0.9151650665129 }, { "x": 2.45, "y": 0.91909942629937 }, { "x": 2.5, "y": 0.92281914237772 }, { "x": 2.55, "y": 0.92633765088948 }, { "x": 2.6, "y": 0.92966744578391 }, { "x": 2.65, "y": 0.93282015098801 }, { "x": 2.7, "y": 0.93580658672259 }, { "x": 2.75, "y": 0.93863683044334 }, { "x": 2.8, "y": 0.94132027285049 }, { "x": 2.85, "y": 0.94386566937656 }, { "x": 2.9, "y": 0.94628118752942 }, { "x": 2.95, "y": 0.94857445043749 }, { "x": 3, "y": 0.9507525769152 }, { "x": 3.05, "y": 0.95282221834074 }, { "x": 3.1, "y": 0.954789592613 }, { "x": 3.15, "y": 0.95666051543247 }, { "x": 3.2, "y": 0.95844042912959 }, { "x": 3.25, "y": 0.96013442924501 }, { "x": 3.3, "y": 0.96174728904867 }, { "x": 3.35, "y": 0.96328348216838 }, { "x": 3.4, "y": 0.9647472034839 }, { "x": 3.45, "y": 0.96614238842913 }, { "x": 3.5, "y": 0.96747273083259 }, { "x": 3.55, "y": 0.96874169941528 }, { "x": 3.6, "y": 0.96995255305471 }, { "x": 3.65, "y": 0.97110835491464 }, { "x": 3.7, "y": 0.97221198553143 }, { "x": 3.75, "y": 0.97326615494038 }, { "x": 3.8, "y": 0.97427341391808 }, { "x": 3.85, "y": 0.97523616441063 }, { "x": 3.9, "y": 0.97615666921161 }, { "x": 3.94999999999999, "y": 0.97703706094821 }, { "x": 3.99999999999999, "y": 0.9778793504293 } ] }, { "id": 648, "curve_id": "E9.1", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Anchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.446287103256621, "sigma": 0.600000002323723, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.446, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.073273874E-05 }, { "x": 0.1, "y": 0.00098795340995 }, { "x": 0.15, "y": 0.00780186326209 }, { "x": 0.2, "y": 0.02627596506433 }, { "x": 0.25, "y": 0.05859489846792 }, { "x": 0.3, "y": 0.10332882438198 }, { "x": 0.35, "y": 0.15723383389923 }, { "x": 0.4, "y": 0.21671392131122 }, { "x": 0.45, "y": 0.27859032773825 }, { "x": 0.5, "y": 0.34037736040162 }, { "x": 0.55, "y": 0.40029517089115 }, { "x": 0.6, "y": 0.4571706974663 }, { "x": 0.65, "y": 0.51030764543492 }, { "x": 0.7, "y": 0.55936268772455 }, { "x": 0.75, "y": 0.60424169118396 }, { "x": 0.8, "y": 0.64501855093776 }, { "x": 0.85, "y": 0.68187448801808 }, { "x": 0.9, "y": 0.71505414107251 }, { "x": 0.95, "y": 0.74483470350052 }, { "x": 1, "y": 0.7715048412238 }, { "x": 1.05, "y": 0.79535075847685 }, { "x": 1.1, "y": 0.81664738140466 }, { "x": 1.15, "y": 0.83565313840444 }, { "x": 1.2, "y": 0.85260722068189 }, { "x": 1.25, "y": 0.86772851627996 }, { "x": 1.3, "y": 0.88121564243699 }, { "x": 1.35, "y": 0.89324767138329 }, { "x": 1.4, "y": 0.90398526826512 }, { "x": 1.45, "y": 0.91357204867298 }, { "x": 1.5, "y": 0.92213602646391 }, { "x": 1.55, "y": 0.92979106717866 }, { "x": 1.6, "y": 0.93663829354316 }, { "x": 1.65, "y": 0.94276741111533 }, { "x": 1.7, "y": 0.94825793686098 }, { "x": 1.75, "y": 0.95318032331916 }, { "x": 1.8, "y": 0.95759697748791 }, { "x": 1.85, "y": 0.96156317765594 }, { "x": 1.9, "y": 0.96512789386116 }, { "x": 1.95, "y": 0.96833451899155 }, { "x": 2, "y": 0.97122151812913 }, { "x": 2.05, "y": 0.97382300382909 }, { "x": 2.1, "y": 0.97616924480614 }, { "x": 2.15, "y": 0.97828711509123 }, { "x": 2.2, "y": 0.98020049021046 }, { "x": 2.25, "y": 0.98193059638006 }, { "x": 2.3, "y": 0.98349631814541 }, { "x": 2.35, "y": 0.9849144693407 }, { "x": 2.4, "y": 0.9862000317248 }, { "x": 2.45, "y": 0.98736636516499 }, { "x": 2.5, "y": 0.98842539279769 }, { "x": 2.55, "y": 0.98938776419466 }, { "x": 2.6, "y": 0.99026299920358 }, { "x": 2.65, "y": 0.99105961481074 }, { "x": 2.7, "y": 0.99178523708862 }, { "x": 2.75, "y": 0.99244670003894 }, { "x": 2.8, "y": 0.99305013291934 }, { "x": 2.85, "y": 0.99360103744608 }, { "x": 2.9, "y": 0.99410435609334 }, { "x": 2.95, "y": 0.99456453255875 }, { "x": 3, "y": 0.99498556533289 }, { "x": 3.05, "y": 0.99537105519454 }, { "x": 3.1, "y": 0.99572424735258 }, { "x": 3.15, "y": 0.99604806886646 }, { "x": 3.2, "y": 0.99634516190031 }, { "x": 3.25, "y": 0.99661791329743 }, { "x": 3.3, "y": 0.99686848090303 }, { "x": 3.35, "y": 0.99709881701128 }, { "x": 3.4, "y": 0.99731068926709 }, { "x": 3.45, "y": 0.99750569931374 }, { "x": 3.5, "y": 0.99768529944236 }, { "x": 3.55, "y": 0.9978508074691 }, { "x": 3.6, "y": 0.99800342003881 }, { "x": 3.65, "y": 0.9981442245311 }, { "x": 3.7, "y": 0.99827420972352 }, { "x": 3.75, "y": 0.99839427534903 }, { "x": 3.8, "y": 0.99850524066896 }, { "x": 3.85, "y": 0.99860785216843 }, { "x": 3.9, "y": 0.9987027904694 }, { "x": 3.94999999999999, "y": 0.99879067654535 }, { "x": 3.99999999999999, "y": 0.99887207731229 } ] }, { "id": 649, "curve_id": "E9.2", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Anchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.446287103256621, "sigma": 0.600000002323723, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.446, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.073273874E-05 }, { "x": 0.1, "y": 0.00098795340995 }, { "x": 0.15, "y": 0.00780186326209 }, { "x": 0.2, "y": 0.02627596506433 }, { "x": 0.25, "y": 0.05859489846792 }, { "x": 0.3, "y": 0.10332882438198 }, { "x": 0.35, "y": 0.15723383389923 }, { "x": 0.4, "y": 0.21671392131122 }, { "x": 0.45, "y": 0.27859032773825 }, { "x": 0.5, "y": 0.34037736040162 }, { "x": 0.55, "y": 0.40029517089115 }, { "x": 0.6, "y": 0.4571706974663 }, { "x": 0.65, "y": 0.51030764543492 }, { "x": 0.7, "y": 0.55936268772455 }, { "x": 0.75, "y": 0.60424169118396 }, { "x": 0.8, "y": 0.64501855093776 }, { "x": 0.85, "y": 0.68187448801808 }, { "x": 0.9, "y": 0.71505414107251 }, { "x": 0.95, "y": 0.74483470350052 }, { "x": 1, "y": 0.7715048412238 }, { "x": 1.05, "y": 0.79535075847685 }, { "x": 1.1, "y": 0.81664738140466 }, { "x": 1.15, "y": 0.83565313840444 }, { "x": 1.2, "y": 0.85260722068189 }, { "x": 1.25, "y": 0.86772851627996 }, { "x": 1.3, "y": 0.88121564243699 }, { "x": 1.35, "y": 0.89324767138329 }, { "x": 1.4, "y": 0.90398526826512 }, { "x": 1.45, "y": 0.91357204867298 }, { "x": 1.5, "y": 0.92213602646391 }, { "x": 1.55, "y": 0.92979106717866 }, { "x": 1.6, "y": 0.93663829354316 }, { "x": 1.65, "y": 0.94276741111533 }, { "x": 1.7, "y": 0.94825793686098 }, { "x": 1.75, "y": 0.95318032331916 }, { "x": 1.8, "y": 0.95759697748791 }, { "x": 1.85, "y": 0.96156317765594 }, { "x": 1.9, "y": 0.96512789386116 }, { "x": 1.95, "y": 0.96833451899155 }, { "x": 2, "y": 0.97122151812913 }, { "x": 2.05, "y": 0.97382300382909 }, { "x": 2.1, "y": 0.97616924480614 }, { "x": 2.15, "y": 0.97828711509123 }, { "x": 2.2, "y": 0.98020049021046 }, { "x": 2.25, "y": 0.98193059638006 }, { "x": 2.3, "y": 0.98349631814541 }, { "x": 2.35, "y": 0.9849144693407 }, { "x": 2.4, "y": 0.9862000317248 }, { "x": 2.45, "y": 0.98736636516499 }, { "x": 2.5, "y": 0.98842539279769 }, { "x": 2.55, "y": 0.98938776419466 }, { "x": 2.6, "y": 0.99026299920358 }, { "x": 2.65, "y": 0.99105961481074 }, { "x": 2.7, "y": 0.99178523708862 }, { "x": 2.75, "y": 0.99244670003894 }, { "x": 2.8, "y": 0.99305013291934 }, { "x": 2.85, "y": 0.99360103744608 }, { "x": 2.9, "y": 0.99410435609334 }, { "x": 2.95, "y": 0.99456453255875 }, { "x": 3, "y": 0.99498556533289 }, { "x": 3.05, "y": 0.99537105519454 }, { "x": 3.1, "y": 0.99572424735258 }, { "x": 3.15, "y": 0.99604806886646 }, { "x": 3.2, "y": 0.99634516190031 }, { "x": 3.25, "y": 0.99661791329743 }, { "x": 3.3, "y": 0.99686848090303 }, { "x": 3.35, "y": 0.99709881701128 }, { "x": 3.4, "y": 0.99731068926709 }, { "x": 3.45, "y": 0.99750569931374 }, { "x": 3.5, "y": 0.99768529944236 }, { "x": 3.55, "y": 0.9978508074691 }, { "x": 3.6, "y": 0.99800342003881 }, { "x": 3.65, "y": 0.9981442245311 }, { "x": 3.7, "y": 0.99827420972352 }, { "x": 3.75, "y": 0.99839427534903 }, { "x": 3.8, "y": 0.99850524066896 }, { "x": 3.85, "y": 0.99860785216843 }, { "x": 3.9, "y": 0.9987027904694 }, { "x": 3.94999999999999, "y": 0.99879067654535 }, { "x": 3.99999999999999, "y": 0.99887207731229 } ] }, { "id": 650, "curve_id": "E9.3", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.733969175080943, "sigma": 0.60000000000261777, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.734, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 8.175300209E-05 }, { "x": 0.1, "y": 0.00446974121786 }, { "x": 0.15, "y": 0.02627596506433 }, { "x": 0.2, "y": 0.07226678942058 }, { "x": 0.25, "y": 0.13847230589876 }, { "x": 0.3, "y": 0.21671392131122 }, { "x": 0.35, "y": 0.2992976617384 }, { "x": 0.4, "y": 0.38061374850918 }, { "x": 0.45, "y": 0.4571706974663 }, { "x": 0.5, "y": 0.52712177330676 }, { "x": 0.55, "y": 0.58974417787801 }, { "x": 0.6, "y": 0.64501855093776 }, { "x": 0.65, "y": 0.69332959143152 }, { "x": 0.7, "y": 0.735267764912 }, { "x": 0.75, "y": 0.7715048412238 }, { "x": 0.8, "y": 0.80271975135509 }, { "x": 0.85, "y": 0.82955724864237 }, { "x": 0.9, "y": 0.85260722068189 }, { "x": 0.95, "y": 0.8723965637761 }, { "x": 1, "y": 0.88938839048546 }, { "x": 1.05, "y": 0.90398526826512 }, { "x": 1.1, "y": 0.91653445234638 }, { "x": 1.15, "y": 0.92733389054533 }, { "x": 1.2, "y": 0.93663829354316 }, { "x": 1.25, "y": 0.94466488559193 }, { "x": 1.3, "y": 0.9515986470764 }, { "x": 1.35, "y": 0.95759697748791 }, { "x": 1.4, "y": 0.96279377467369 }, { "x": 1.45, "y": 0.96730296267447 }, { "x": 1.5, "y": 0.97122151812913 }, { "x": 1.55, "y": 0.97463205173501 }, { "x": 1.6, "y": 0.97760500137522 }, { "x": 1.65, "y": 0.98020049021046 }, { "x": 1.7, "y": 0.98246989807003 }, { "x": 1.75, "y": 0.98445718892857 }, { "x": 1.8, "y": 0.9862000317248 }, { "x": 1.85, "y": 0.98773074659219 }, { "x": 1.9, "y": 0.98907710388026 }, { "x": 1.95, "y": 0.99026299920358 }, { "x": 2, "y": 0.99130902415642 }, { "x": 2.05, "y": 0.99223294924041 }, { "x": 2.1, "y": 0.99305013291934 }, { "x": 2.15, "y": 0.99377386848574 }, { "x": 2.2, "y": 0.99441567854376 }, { "x": 2.25, "y": 0.99498556533289 }, { "x": 2.3, "y": 0.99549222379124 }, { "x": 2.35, "y": 0.99594322314738 }, { "x": 2.4, "y": 0.99634516190031 }, { "x": 2.45, "y": 0.99670380027026 }, { "x": 2.5, "y": 0.99702417355308 }, { "x": 2.55, "y": 0.99731068926709 }, { "x": 2.6, "y": 0.99756721052616 }, { "x": 2.65, "y": 0.99779712769201 }, { "x": 2.7, "y": 0.99800342003881 }, { "x": 2.75, "y": 0.99818870889585 }, { "x": 2.8, "y": 0.99835530350845 }, { "x": 2.85, "y": 0.99850524066896 }, { "x": 2.9, "y": 0.99864031900988 }, { "x": 2.95, "y": 0.99876212871763 }, { "x": 3, "y": 0.99887207731229 }, { "x": 3.05, "y": 0.99897141204308 }, { "x": 3.1, "y": 0.99906123936876 }, { "x": 3.15, "y": 0.9991425419238 }, { "x": 3.2, "y": 0.99921619331312 }, { "x": 3.25, "y": 0.99928297102915 }, { "x": 3.3, "y": 0.99934356774317 }, { "x": 3.35, "y": 0.99939860118715 }, { "x": 3.4, "y": 0.99944862281234 }, { "x": 3.45, "y": 0.99949412538454 }, { "x": 3.5, "y": 0.99953554965446 }, { "x": 3.55, "y": 0.99957329022208 }, { "x": 3.6, "y": 0.99960770069827 }, { "x": 3.65, "y": 0.99963909825263 }, { "x": 3.7, "y": 0.99966776762493 }, { "x": 3.75, "y": 0.99969396466705 }, { "x": 3.8, "y": 0.99971791947359 }, { "x": 3.85, "y": 0.99973983915172 }, { "x": 3.9, "y": 0.99975991027438 }, { "x": 3.94999999999999, "y": 0.99977830105498 }, { "x": 3.99999999999999, "y": 0.99979516327729 } ] }, { "id": 651, "curve_id": "E9.4", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": -0.733969175080943, "sigma": 0.60000000000261777, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.734, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 8.175300209E-05 }, { "x": 0.1, "y": 0.00446974121786 }, { "x": 0.15, "y": 0.02627596506433 }, { "x": 0.2, "y": 0.07226678942058 }, { "x": 0.25, "y": 0.13847230589876 }, { "x": 0.3, "y": 0.21671392131122 }, { "x": 0.35, "y": 0.2992976617384 }, { "x": 0.4, "y": 0.38061374850918 }, { "x": 0.45, "y": 0.4571706974663 }, { "x": 0.5, "y": 0.52712177330676 }, { "x": 0.55, "y": 0.58974417787801 }, { "x": 0.6, "y": 0.64501855093776 }, { "x": 0.65, "y": 0.69332959143152 }, { "x": 0.7, "y": 0.735267764912 }, { "x": 0.75, "y": 0.7715048412238 }, { "x": 0.8, "y": 0.80271975135509 }, { "x": 0.85, "y": 0.82955724864237 }, { "x": 0.9, "y": 0.85260722068189 }, { "x": 0.95, "y": 0.8723965637761 }, { "x": 1, "y": 0.88938839048546 }, { "x": 1.05, "y": 0.90398526826512 }, { "x": 1.1, "y": 0.91653445234638 }, { "x": 1.15, "y": 0.92733389054533 }, { "x": 1.2, "y": 0.93663829354316 }, { "x": 1.25, "y": 0.94466488559193 }, { "x": 1.3, "y": 0.9515986470764 }, { "x": 1.35, "y": 0.95759697748791 }, { "x": 1.4, "y": 0.96279377467369 }, { "x": 1.45, "y": 0.96730296267447 }, { "x": 1.5, "y": 0.97122151812913 }, { "x": 1.55, "y": 0.97463205173501 }, { "x": 1.6, "y": 0.97760500137522 }, { "x": 1.65, "y": 0.98020049021046 }, { "x": 1.7, "y": 0.98246989807003 }, { "x": 1.75, "y": 0.98445718892857 }, { "x": 1.8, "y": 0.9862000317248 }, { "x": 1.85, "y": 0.98773074659219 }, { "x": 1.9, "y": 0.98907710388026 }, { "x": 1.95, "y": 0.99026299920358 }, { "x": 2, "y": 0.99130902415642 }, { "x": 2.05, "y": 0.99223294924041 }, { "x": 2.1, "y": 0.99305013291934 }, { "x": 2.15, "y": 0.99377386848574 }, { "x": 2.2, "y": 0.99441567854376 }, { "x": 2.25, "y": 0.99498556533289 }, { "x": 2.3, "y": 0.99549222379124 }, { "x": 2.35, "y": 0.99594322314738 }, { "x": 2.4, "y": 0.99634516190031 }, { "x": 2.45, "y": 0.99670380027026 }, { "x": 2.5, "y": 0.99702417355308 }, { "x": 2.55, "y": 0.99731068926709 }, { "x": 2.6, "y": 0.99756721052616 }, { "x": 2.65, "y": 0.99779712769201 }, { "x": 2.7, "y": 0.99800342003881 }, { "x": 2.75, "y": 0.99818870889585 }, { "x": 2.8, "y": 0.99835530350845 }, { "x": 2.85, "y": 0.99850524066896 }, { "x": 2.9, "y": 0.99864031900988 }, { "x": 2.95, "y": 0.99876212871763 }, { "x": 3, "y": 0.99887207731229 }, { "x": 3.05, "y": 0.99897141204308 }, { "x": 3.1, "y": 0.99906123936876 }, { "x": 3.15, "y": 0.9991425419238 }, { "x": 3.2, "y": 0.99921619331312 }, { "x": 3.25, "y": 0.99928297102915 }, { "x": 3.3, "y": 0.99934356774317 }, { "x": 3.35, "y": 0.99939860118715 }, { "x": 3.4, "y": 0.99944862281234 }, { "x": 3.45, "y": 0.99949412538454 }, { "x": 3.5, "y": 0.99953554965446 }, { "x": 3.55, "y": 0.99957329022208 }, { "x": 3.6, "y": 0.99960770069827 }, { "x": 3.65, "y": 0.99963909825263 }, { "x": 3.7, "y": 0.99966776762493 }, { "x": 3.75, "y": 0.99969396466705 }, { "x": 3.8, "y": 0.99971791947359 }, { "x": 3.85, "y": 0.99973983915172 }, { "x": 3.9, "y": 0.99975991027438 }, { "x": 3.94999999999999, "y": 0.99977830105498 }, { "x": 3.99999999999999, "y": 0.99979516327729 } ] }, { "id": 652, "curve_id": "L13.12", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Buried concrete tank", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": 3.0116056237302784, "sigma": 0.500000000000014, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.012, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 8.5495E-10 }, { "x": 2, "y": 1.76822265E-06 }, { "x": 3, "y": 6.512466895E-05 }, { "x": 4, "y": 0.00057576318581 }, { "x": 5, "y": 0.0025210210582 }, { "x": 6, "y": 0.00734988815582 }, { "x": 7, "y": 0.01652847393853 }, { "x": 8, "y": 0.03113781701649 }, { "x": 9, "y": 0.05168169615982 }, { "x": 10, "y": 0.07808938849583 }, { "x": 11, "y": 0.10983225473086 }, { "x": 12, "y": 0.14607932215674 }, { "x": 13, "y": 0.18584491419944 }, { "x": 14, "y": 0.22810666574729 }, { "x": 15, "y": 0.27188867664972 }, { "x": 16, "y": 0.31631307303839 }, { "x": 17, "y": 0.36062654819678 }, { "x": 18, "y": 0.40420887867667 }, { "x": 19, "y": 0.44656951543811 }, { "x": 20, "y": 0.48733702607118 }, { "x": 21, "y": 0.52624485848078 }, { "x": 22, "y": 0.56311579302518 }, { "x": 23, "y": 0.59784659561232 }, { "x": 24, "y": 0.63039376149905 }, { "x": 25, "y": 0.66076080770423 }, { "x": 26, "y": 0.68898728650145 }, { "x": 27, "y": 0.71513951374367 }, { "x": 28, "y": 0.73930290178644 }, { "x": 29, "y": 0.76157573319415 }, { "x": 30, "y": 0.78206419051972 }, { "x": 31, "y": 0.80087845676339 }, { "x": 32, "y": 0.81812971211686 }, { "x": 33, "y": 0.83392786963143 }, { "x": 34, "y": 0.84837991189398 }, { "x": 35, "y": 0.86158871042933 }, { "x": 36, "y": 0.87365222809395 }, { "x": 37, "y": 0.88466302152066 }, { "x": 38, "y": 0.89470797544796 }, { "x": 39, "y": 0.90386821348957 }, { "x": 40, "y": 0.91221914067764 }, { "x": 41, "y": 0.91983058212502 }, { "x": 42, "y": 0.92676698960706 }, { "x": 43, "y": 0.93308769397251 }, { "x": 44, "y": 0.93884718626027 }, { "x": 45, "y": 0.94409541440545 }, { "x": 46, "y": 0.94887808562862 }, { "x": 47, "y": 0.95323696715585 }, { "x": 48, "y": 0.95721017993414 }, { "x": 49, "y": 0.96083248158815 }, { "x": 50, "y": 0.96413553609311 }, { "x": 51, "y": 0.9671481685856 }, { "x": 52, "y": 0.96989660445454 }, { "x": 53, "y": 0.97240469239653 }, { "x": 54, "y": 0.97469411151996 }, { "x": 55, "y": 0.97678456287137 }, { "x": 56, "y": 0.97869394595991 }, { "x": 57, "y": 0.98043852099175 }, { "x": 58, "y": 0.98203305761026 }, { "x": 59, "y": 0.98349097098311 }, { "x": 60, "y": 0.98482444609382 }, { "x": 61, "y": 0.98604455108974 }, { "x": 62, "y": 0.98716134051797 }, { "x": 63, "y": 0.98818394924907 }, { "x": 64, "y": 0.98912067784993 }, { "x": 65, "y": 0.98997907012394 }, { "x": 66, "y": 0.99076598349147 }, { "x": 67, "y": 0.99148765283729 }, { "x": 68, "y": 0.99214974840587 }, { "x": 69, "y": 0.99275742828094 }, { "x": 70, "y": 0.99331538594276 }, { "x": 71, "y": 0.99382789335583 }, { "x": 72, "y": 0.99429884000133 }, { "x": 73, "y": 0.99473176823271 }, { "x": 74, "y": 0.99512990529945 }, { "x": 75, "y": 0.99549619235278 }, { "x": 76, "y": 0.99583331071904 }, { "x": 77, "y": 0.99614370569967 }, { "x": 78, "y": 0.99642960813296 }, { "x": 79, "y": 0.99669305393071 }, { "x": 80, "y": 0.9969359017828 }, { "x": 81, "y": 0.99715984920433 }, { "x": 82, "y": 0.9973664470836 }, { "x": 83, "y": 0.99755711287365 }, { "x": 84, "y": 0.99773314255695 }, { "x": 85, "y": 0.99789572149989 }, { "x": 86, "y": 0.99804593430281 }, { "x": 87, "y": 0.99818477374094 }, { "x": 88, "y": 0.99831314888259 }, { "x": 89, "y": 0.99843189246241 }, { "x": 90, "y": 0.99854176758021 }, { "x": 91, "y": 0.99864347378893 }, { "x": 92, "y": 0.99873765262918 }, { "x": 93, "y": 0.9988248926625 }, { "x": 94, "y": 0.99890573405002 }, { "x": 95, "y": 0.99898067271919 }, { "x": 96, "y": 0.99905016415684 }, { "x": 97, "y": 0.99911462686338 }, { "x": 98, "y": 0.9991744454993 }, { "x": 99, "y": 0.99922997375269 }, { "x": 100, "y": 0.99928153695319 }, { "x": 101, "y": 0.99932943445575 }, { "x": 102, "y": 0.99937394181527 }, { "x": 103, "y": 0.99941531277114 }, { "x": 104, "y": 0.99945378105891 }, { "x": 105, "y": 0.99948956206485 }, { "x": 106, "y": 0.99952285433751 }, { "x": 107, "y": 0.99955384096908 }, { "x": 108, "y": 0.99958269085839 }, { "x": 109, "y": 0.99960955986589 }, { "x": 110, "y": 0.9996345918704 }, { "x": 111, "y": 0.9996579197363 }, { "x": 112, "y": 0.99967966619897 }, { "x": 113, "y": 0.99969994467582 }, { "x": 114, "y": 0.99971886000934 }, { "x": 115, "y": 0.99973650914809 }, { "x": 116, "y": 0.99975298177115 }, { "x": 117, "y": 0.99976836086084 }, { "x": 118, "y": 0.9997827232281 }, { "x": 119, "y": 0.99979613999488 }, { "x": 120, "y": 0.99980867703686 }, { "x": 121, "y": 0.99982039539024 }, { "x": 122, "y": 0.99983135162535 }, { "x": 123, "y": 0.99984159819015 }, { "x": 124, "y": 0.999851183726 }, { "x": 125, "y": 0.99986015335809 } ] }, { "id": 653, "curve_id": "L7.40", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Two-lane rural roads", "ci_detail": "Roads on embankment. Exposed to perpendicular debris flows. Slopes of 0.17 (m/m) and Manning roughness between 0.03 and 0.16. Embankment height is 1-2.5 m.", "source_type": "Peer-reviewed", "source_abbrev": "Nieto et al. (2021)", "source_detail": "Nieto, N., Chamorro, A., Echaveguren, T., Sáez, E., and González, A.: Development of fragility curves for road embankments exposed to perpendicular debris flows, Geomatics, Natural Hazards and Risk, 12, 1560–1583, https://doi.org/10.1080/19475705.2021.1935330, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": 0.50077521511547374, "sigma": 0.22000008381860817, "method": "Curve fitting", "mu_sigma_quality": 0.99999999999999856, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.501, σ=0.220, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Debris flow height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "0", "hazard_type": "Landslide", "num_points": 13, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.0114154862856169 }, { "x": 2, "y": 0.809054587492727 }, { "x": 3, "y": 0.996710554943588 }, { "x": 4, "y": 0.999971522835613 }, { "x": 5, "y": 0.999999766 }, { "x": 6, "y": 0.999999997796044 }, { "x": 7, "y": 1 }, { "x": 8, "y": 0.99999999999964 }, { "x": 9, "y": 0.999999999999993 }, { "x": 10, "y": 0.999999999999999 }, { "x": 11, "y": 1 }, { "x": 12, "y": 1 } ] }, { "id": 654, "curve_id": "L7.41", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Two-lane rural roads", "ci_detail": "Roads on embankment. Exposed to perpendicular debris flows. Slopes of 0.17 (m/m) and Manning roughness between 0.03 and 0.16. Embankment height is 2.5-4 m.", "source_type": "Peer-reviewed", "source_abbrev": "Nieto et al. (2021)", "source_detail": "Nieto, N., Chamorro, A., Echaveguren, T., Sáez, E., and González, A.: Development of fragility curves for road embankments exposed to perpendicular debris flows, Geomatics, Natural Hazards and Risk, 12, 1560–1583, https://doi.org/10.1080/19475705.2021.1935330, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": 0.71294980790107687, "sigma": 0.16000000037056017, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.713, σ=0.160, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Debris flow height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "0", "hazard_type": "Landslide", "num_points": 13, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.17639167745296E-06 }, { "x": 2, "y": 0.450750109910966 }, { "x": 3, "y": 0.992032273088147 }, { "x": 4, "y": 0.999987140931691 }, { "x": 5, "y": 0.999999989469417 }, { "x": 6, "y": 1 }, { "x": 7, "y": 0.999999999999993 }, { "x": 8, "y": 1 }, { "x": 9, "y": 1 }, { "x": 10, "y": 1 }, { "x": 11, "y": 1 }, { "x": 12, "y": 1 } ] }, { "id": 655, "curve_id": "L7.42", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Two-lane rural roads", "ci_detail": "Roads on embankment. Exposed to perpendicular debris flows. Slopes of 0.17 (m/m) and Manning roughness between 0.03 and 0.16. Embankment height is 4-6 m.", "source_type": "Peer-reviewed", "source_abbrev": "Nieto et al. (2021)", "source_detail": "Nieto, N., Chamorro, A., Echaveguren, T., Sáez, E., and González, A.: Development of fragility curves for road embankments exposed to perpendicular debris flows, Geomatics, Natural Hazards and Risk, 12, 1560–1583, https://doi.org/10.1080/19475705.2021.1935330, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": 0.85441532815615617, "sigma": 0.15000000000009622, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.854, σ=0.150, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Debris flow height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "0", "hazard_type": "Landslide", "num_points": 13, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 6.12887129157654E-09 }, { "x": 2, "y": 0.141160282903715 }, { "x": 3, "y": 0.948235408775789 }, { "x": 4, "y": 0.999804333136681 }, { "x": 5, "y": 0.999999759177351 }, { "x": 6, "y": 0.999999999793403 }, { "x": 7, "y": 0.999999999999828 }, { "x": 8, "y": 0.999999999999999 }, { "x": 9, "y": 1 }, { "x": 10, "y": 1 }, { "x": 11, "y": 1 }, { "x": 12, "y": 1 } ] }, { "id": 656, "curve_id": "L9.1", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Runways", "ci_detail": "Paved", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive", "source_data_type": "median_dispersion", "mu": 2.3184584431703357, "sigma": 0.6, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.318, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 5.57503623E-05 }, { "x": 2, "y": 0.00337582143912 }, { "x": 3, "y": 0.02102237597304 }, { "x": 4, "y": 0.06013911774183 }, { "x": 5, "y": 0.11866220361614 }, { "x": 6, "y": 0.19001755018284 }, { "x": 7, "y": 0.26732816266409 }, { "x": 8, "y": 0.34518186560986 }, { "x": 9, "y": 0.4199362994422 }, { "x": 10, "y": 0.48944698015887 }, { "x": 11, "y": 0.55266395306404 }, { "x": 12, "y": 0.60926875983109 }, { "x": 13, "y": 0.6593970731312 }, { "x": 14, "y": 0.70344389105937 }, { "x": 15, "y": 0.74193408910327 }, { "x": 16, "y": 0.77544025868658 }, { "x": 17, "y": 0.80453301509718 }, { "x": 18, "y": 0.82975280463038 }, { "x": 19, "y": 0.85159552125396 }, { "x": 20, "y": 0.87050672430165 }, { "x": 21, "y": 0.88688101557701 }, { "x": 22, "y": 0.90106434870454 }, { "x": 23, "y": 0.91335785908007 }, { "x": 24, "y": 0.92402234102674 }, { "x": 25, "y": 0.93328284885742 }, { "x": 26, "y": 0.94133312300252 }, { "x": 27, "y": 0.94833968394353 }, { "x": 28, "y": 0.95444552417029 }, { "x": 29, "y": 0.95977338089232 }, { "x": 30, "y": 0.9644286024018 }, { "x": 31, "y": 0.96850163707353 }, { "x": 32, "y": 0.97207018136392 }, { "x": 33, "y": 0.97520102530332 }, { "x": 34, "y": 0.97795163307494 }, { "x": 35, "y": 0.98037149373597 }, { "x": 36, "y": 0.98250327382733 }, { "x": 37, "y": 0.98438380006122 }, { "x": 38, "y": 0.98604489677491 }, { "x": 39, "y": 0.98751409956011 }, { "x": 40, "y": 0.98881526350199 }, { "x": 41, "y": 0.98996908181587 }, { "x": 42, "y": 0.9909935283525 }, { "x": 43, "y": 0.99190423543345 }, { "x": 44, "y": 0.9927148167499 }, { "x": 45, "y": 0.99343714357949 }, { "x": 46, "y": 0.99408158131586 }, { "x": 47, "y": 0.99465719223608 }, { "x": 48, "y": 0.99517190952415 }, { "x": 49, "y": 0.99563268680129 }, { "x": 50, "y": 0.99604562676549 }, { "x": 51, "y": 0.99641609199433 }, { "x": 52, "y": 0.99674880050249 }, { "x": 53, "y": 0.99704790825409 }, { "x": 54, "y": 0.99731708049968 }, { "x": 55, "y": 0.99755955352862 }, { "x": 56, "y": 0.99777818819103 }, { "x": 57, "y": 0.997975516344 }, { "x": 58, "y": 0.99815378120698 }, { "x": 59, "y": 0.99831497246821 }, { "x": 60, "y": 0.99846085686185 }, { "x": 61, "y": 0.9985930048322 }, { "x": 62, "y": 0.99871281381336 }, { "x": 63, "y": 0.99882152857793 }, { "x": 64, "y": 0.99892025904435 }, { "x": 65, "y": 0.99900999587818 }, { "x": 66, "y": 0.99909162417609 }, { "x": 67, "y": 0.9991659354816 }, { "x": 68, "y": 0.99923363834768 }, { "x": 69, "y": 0.99929536763179 }, { "x": 70, "y": 0.99935169268458 }, { "x": 71, "y": 0.99940312457124 }, { "x": 72, "y": 0.9994501224466 }, { "x": 73, "y": 0.99949309918887 }, { "x": 74, "y": 0.99953242638322 }, { "x": 75, "y": 0.99956843873468 }, { "x": 76, "y": 0.99960143797952 }, { "x": 77, "y": 0.99963169635542 }, { "x": 78, "y": 0.99965945968319 }, { "x": 79, "y": 0.99968495010607 }, { "x": 80, "y": 0.99970836852681 }, { "x": 81, "y": 0.99972989677802 }, { "x": 82, "y": 0.99974969955657 }, { "x": 83, "y": 0.99976792614924 }, { "x": 84, "y": 0.99978471197353 }, { "x": 85, "y": 0.99980017995456 }, { "x": 86, "y": 0.99981444175655 }, { "x": 87, "y": 0.99982759888513 }, { "x": 88, "y": 0.99983974367491 }, { "x": 89, "y": 0.99985096017483 }, { "x": 90, "y": 0.99986132494264 }, { "x": 91, "y": 0.99987090775834 }, { "x": 92, "y": 0.99987977226524 }, { "x": 93, "y": 0.99988797654663 }, { "x": 94, "y": 0.99989557364476 }, { "x": 95, "y": 0.99990261202821 }, { "x": 96, "y": 0.99990913601328 }, { "x": 97, "y": 0.99991518614396 }, { "x": 98, "y": 0.99992079953504 }, { "x": 99, "y": 0.99992601018186 }, { "x": 100, "y": 0.99993084924047 }, { "x": 101, "y": 0.99993534528085 }, { "x": 102, "y": 0.99993952451626 }, { "x": 103, "y": 0.99994341101086 }, { "x": 104, "y": 0.99994702686787 }, { "x": 105, "y": 0.9999503924003 }, { "x": 106, "y": 0.99995352628572 }, { "x": 107, "y": 0.99995644570695 }, { "x": 108, "y": 0.99995916647977 }, { "x": 109, "y": 0.99996170316907 }, { "x": 110, "y": 0.99996406919451 }, { "x": 111, "y": 0.99996627692662 }, { "x": 112, "y": 0.99996833777446 }, { "x": 113, "y": 0.99997026226533 }, { "x": 114, "y": 0.99997206011756 }, { "x": 115, "y": 0.99997374030688 }, { "x": 116, "y": 0.99997531112701 }, { "x": 117, "y": 0.99997678024494 }, { "x": 118, "y": 0.99997815475153 }, { "x": 119, "y": 0.99997944120769 }, { "x": 120, "y": 0.99998064568668 }, { "x": 121, "y": 0.99998177381278 }, { "x": 122, "y": 0.99998283079672 }, { "x": 123, "y": 0.99998382146814 }, { "x": 124, "y": 0.99998475030532 }, { "x": 125, "y": 0.99998562146247 } ] }, { "id": 657, "curve_id": "E7.1", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": 0.15700374880966211, "sigma": 0.76000000000000612, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.157, σ=0.760, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.674496772E-05 }, { "x": 0.1, "y": 0.00060544789212 }, { "x": 0.15, "y": 0.00343796329938 }, { "x": 0.2, "y": 0.01005563852037 }, { "x": 0.25, "y": 0.02114498141302 }, { "x": 0.3, "y": 0.03666601892496 }, { "x": 0.35, "y": 0.05615122228462 }, { "x": 0.4, "y": 0.07894118676038 }, { "x": 0.45, "y": 0.10433121740491 }, { "x": 0.5, "y": 0.13165121970919 }, { "x": 0.55, "y": 0.16030344454292 }, { "x": 0.6, "y": 0.18977578072701 }, { "x": 0.65, "y": 0.21964180772 }, { "x": 0.7, "y": 0.24955428586757 }, { "x": 0.75, "y": 0.27923589509507 }, { "x": 0.8, "y": 0.30846930615597 }, { "x": 0.85, "y": 0.33708765865178 }, { "x": 0.9, "y": 0.36496594386121 }, { "x": 0.95, "y": 0.39201347095736 }, { "x": 1, "y": 0.41816742529329 }, { "x": 1.05, "y": 0.44338744331927 }, { "x": 1.1, "y": 0.46765109279793 }, { "x": 1.15, "y": 0.49095013738836 }, { "x": 1.2, "y": 0.51328746871149 }, { "x": 1.25, "y": 0.53467459948011 }, { "x": 1.3, "y": 0.55512962416136 }, { "x": 1.35, "y": 0.5746755667852 }, { "x": 1.4, "y": 0.59333904783565 }, { "x": 1.45, "y": 0.61114921318669 }, { "x": 1.5, "y": 0.62813687762947 }, { "x": 1.55, "y": 0.64433384371603 }, { "x": 1.6, "y": 0.65977236353508 }, { "x": 1.65, "y": 0.67448471678979 }, { "x": 1.7, "y": 0.68850288332363 }, { "x": 1.75, "y": 0.70185829218668 }, { "x": 1.8, "y": 0.71458163258577 }, { "x": 1.85, "y": 0.72670271473397 }, { "x": 1.9, "y": 0.73825037080807 }, { "x": 1.95, "y": 0.74925238802044 }, { "x": 2, "y": 0.75973546728513 }, { "x": 2.05, "y": 0.76972520216423 }, { "x": 2.1, "y": 0.77924607376843 }, { "x": 2.15, "y": 0.78832145809442 }, { "x": 2.2, "y": 0.7969736429435 }, { "x": 2.25, "y": 0.80522385210769 }, { "x": 2.3, "y": 0.81309227495285 }, { "x": 2.35, "y": 0.82059809989109 }, { "x": 2.4, "y": 0.82775955053148 }, { "x": 2.45, "y": 0.83459392354049 }, { "x": 2.5, "y": 0.84111762744194 }, { "x": 2.55, "y": 0.84734622174781 }, { "x": 2.6, "y": 0.85329445594337 }, { "x": 2.65, "y": 0.85897630795732 }, { "x": 2.7, "y": 0.86440502183504 }, { "x": 2.75, "y": 0.86959314440391 }, { "x": 2.8, "y": 0.87455256077663 }, { "x": 2.85, "y": 0.87929452858512 }, { "x": 2.9, "y": 0.88382971087409 }, { "x": 2.95, "y": 0.88816820761329 }, { "x": 3, "y": 0.89231958581086 }, { "x": 3.05, "y": 0.89629290822857 }, { "x": 3.1, "y": 0.90009676071412 }, { "x": 3.15, "y": 0.90373927817689 }, { "x": 3.2, "y": 0.90722816924164 }, { "x": 3.25, "y": 0.9105707396209 }, { "x": 3.3, "y": 0.91377391425123 }, { "x": 3.35, "y": 0.91684425824129 }, { "x": 3.4, "y": 0.91978799668158 }, { "x": 3.45, "y": 0.92261103336644 }, { "x": 3.5, "y": 0.92531896847928 }, { "x": 3.55, "y": 0.92791711529122 }, { "x": 3.6, "y": 0.93041051592289 }, { "x": 3.65, "y": 0.93280395621751 }, { "x": 3.7, "y": 0.93510197977235 }, { "x": 3.75, "y": 0.93730890117373 }, { "x": 3.8, "y": 0.93942881847913 }, { "x": 3.85, "y": 0.94146562498818 }, { "x": 3.9, "y": 0.9434230203424 }, { "x": 3.94999999999999, "y": 0.94530452099164 }, { "x": 3.99999999999999, "y": 0.94711347006344 } ] }, { "id": 658, "curve_id": "E7.10", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways on an embankment: width of 20 m and height equal to 4 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": -0.328504066973034, "sigma": 0.69999999998840057, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.329, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 6.939182879E-05 }, { "x": 0.1, "y": 0.00240031646212 }, { "x": 0.15, "y": 0.01251692834006 }, { "x": 0.2, "y": 0.03363203592715 }, { "x": 0.25, "y": 0.0653777947433 }, { "x": 0.3, "y": 0.10552751849313 }, { "x": 0.35, "y": 0.15139838134444 }, { "x": 0.4, "y": 0.20053964301679 }, { "x": 0.45, "y": 0.25097212337267 }, { "x": 0.5, "y": 0.30121169224487 }, { "x": 0.55, "y": 0.35020712439616 }, { "x": 0.6, "y": 0.39725472723041 }, { "x": 0.65, "y": 0.44191623348288 }, { "x": 0.7, "y": 0.48394925571959 }, { "x": 0.75, "y": 0.52325199051837 }, { "x": 0.8, "y": 0.55982085019311 }, { "x": 0.85, "y": 0.5937187817912 }, { "x": 0.9, "y": 0.62505200090785 }, { "x": 0.95, "y": 0.65395316236016 }, { "x": 1, "y": 0.68056936361557 }, { "x": 1.05, "y": 0.70505372945965 }, { "x": 1.1, "y": 0.72755962393501 }, { "x": 1.15, "y": 0.7482367731395 }, { "x": 1.2, "y": 0.76722876626729 }, { "x": 1.25, "y": 0.78467154177985 }, { "x": 1.3, "y": 0.80069257019762 }, { "x": 1.35, "y": 0.81541052280821 }, { "x": 1.4, "y": 0.8289352731436 } ] }, { "id": 659, "curve_id": "E7.11", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways on an embankment: width of 20 m and height equal to 6 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": -0.713349887877465, "sigma": 0.79999999999999971, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00216558111778 }, { "x": 0.1, "y": 0.02348647577399 }, { "x": 0.15, "y": 0.06947497795818 }, { "x": 0.2, "y": 0.13133343834081 }, { "x": 0.25, "y": 0.20012338585974 }, { "x": 0.3, "y": 0.26984605538256 }, { "x": 0.35, "y": 0.33702714057344 }, { "x": 0.4, "y": 0.39987291720283 }, { "x": 0.45, "y": 0.45761374882673 }, { "x": 0.5, "y": 0.51007357193914 }, { "x": 0.55, "y": 0.5574041813464 }, { "x": 0.6, "y": 0.59992590813528 }, { "x": 0.65, "y": 0.63803401249498 }, { "x": 0.7, "y": 0.67214491638321 }, { "x": 0.75, "y": 0.70266635716768 }, { "x": 0.8, "y": 0.72998179094062 }, { "x": 0.85, "y": 0.75444319514793 }, { "x": 0.9, "y": 0.7763687371045 }, { "x": 0.95, "y": 0.79604317818248 }, { "x": 1, "y": 0.81371973474595 }, { "x": 1.05, "y": 0.82962263454947 }, { "x": 1.1, "y": 0.84394992254705 }, { "x": 1.15, "y": 0.85687626192955 }, { "x": 1.2, "y": 0.86855559257678 }, { "x": 1.25, "y": 0.87912357911006 }, { "x": 1.3, "y": 0.88869982220598 }, { "x": 1.35, "y": 0.89738983076973 }, { "x": 1.4, "y": 0.90528676576194 } ] }, { "id": 660, "curve_id": "E7.12", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways in cuts: width of 20 m and height equal to 6 meters. Soil type C. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": 0.64185388617239192, "sigma": 0.99999999999999611, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.642, σ=1.000, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00013760257231 }, { "x": 0.1, "y": 0.00161770369747 }, { "x": 0.15, "y": 0.00555890631007 }, { "x": 0.2, "y": 0.01218353095673 }, { "x": 0.25, "y": 0.02127255999647 }, { "x": 0.3, "y": 0.03245868692082 }, { "x": 0.35, "y": 0.0453538824235 }, { "x": 0.4, "y": 0.05959948495271 }, { "x": 0.45, "y": 0.074882563417 }, { "x": 0.5, "y": 0.09093799865913 }, { "x": 0.55, "y": 0.10754487456209 }, { "x": 0.6, "y": 0.1245209773257 }, { "x": 0.65, "y": 0.14171705286567 }, { "x": 0.7, "y": 0.15901149582882 }, { "x": 0.75, "y": 0.17630569945159 }, { "x": 0.8, "y": 0.19352009763046 }, { "x": 0.85, "y": 0.21059084800375 }, { "x": 0.9, "y": 0.22746707604065 }, { "x": 0.95, "y": 0.24410859578558 }, { "x": 1, "y": 0.26048402896529 }, { "x": 1.05, "y": 0.27656925394454 }, { "x": 1.1, "y": 0.29234612642024 }, { "x": 1.15, "y": 0.30780142343155 }, { "x": 1.2, "y": 0.32292597074485 }, { "x": 1.25, "y": 0.33771392085594 }, { "x": 1.3, "y": 0.35216215482224 }, { "x": 1.35, "y": 0.36626978604406 }, { "x": 1.4, "y": 0.38003774812103 } ] }, { "id": 661, "curve_id": "E7.13", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways in cuts: width of 20 m and height equal to 4 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": 0.570979543704042, "sigma": 0.99999999778672444, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.571, σ=1.000, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00018074431604 }, { "x": 0.1, "y": 0.00202934007035 }, { "x": 0.15, "y": 0.00679162725951 }, { "x": 0.2, "y": 0.01461326556846 }, { "x": 0.25, "y": 0.02515763673953 }, { "x": 0.3, "y": 0.03795287758595 }, { "x": 0.35, "y": 0.05253009000672 }, { "x": 0.4, "y": 0.0684717205328 }, { "x": 0.45, "y": 0.08542350992214 }, { "x": 0.5, "y": 0.10309227247062 }, { "x": 0.55, "y": 0.12123877600343 }, { "x": 0.6, "y": 0.1396695543533 }, { "x": 0.65, "y": 0.15822916537385 }, { "x": 0.7, "y": 0.17679341120208 }, { "x": 0.75, "y": 0.19526361573108 }, { "x": 0.8, "y": 0.21356188606719 }, { "x": 0.85, "y": 0.23162722847863 }, { "x": 0.9, "y": 0.24941238126977 }, { "x": 0.95, "y": 0.2668812382263 }, { "x": 1, "y": 0.28400675375623 }, { "x": 1.05, "y": 0.30076923893179 }, { "x": 1.1, "y": 0.3171549740542 }, { "x": 1.15, "y": 0.33315507740721 }, { "x": 1.2, "y": 0.34876458150991 }, { "x": 1.25, "y": 0.3639816776663 }, { "x": 1.3, "y": 0.37880709726308 }, { "x": 1.35, "y": 0.39324360440985 }, { "x": 1.4, "y": 0.40729557943312 } ] }, { "id": 662, "curve_id": "E7.14", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways in cuts: width of 20 m and height equal to 6 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": 0.37843643566525331, "sigma": 0.99999999992938626, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.378, σ=1.000, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00037019487922 }, { "x": 0.1, "y": 0.00366988968778 }, { "x": 0.15, "y": 0.01143628608116 }, { "x": 0.2, "y": 0.02341279420571 }, { "x": 0.25, "y": 0.03880451005993 }, { "x": 0.3, "y": 0.05677808835042 }, { "x": 0.35, "y": 0.07660872536521 }, { "x": 0.4, "y": 0.0977071822688 }, { "x": 0.45, "y": 0.11960890293933 }, { "x": 0.5, "y": 0.14195354771842 }, { "x": 0.55, "y": 0.16446448996499 }, { "x": 0.6, "y": 0.1869311284447 }, { "x": 0.65, "y": 0.20919449279829 }, { "x": 0.7, "y": 0.2311358322182 }, { "x": 0.75, "y": 0.25266767767554 }, { "x": 0.8, "y": 0.27372687689247 }, { "x": 0.85, "y": 0.29426917410133 }, { "x": 0.9, "y": 0.31426498944169 }, { "x": 0.95, "y": 0.33369612714212 }, { "x": 1, "y": 0.35255320272221 }, { "x": 1.05, "y": 0.37083362770413 }, { "x": 1.1, "y": 0.38854002768641 }, { "x": 1.15, "y": 0.40567899828688 }, { "x": 1.2, "y": 0.42226012534703 }, { "x": 1.25, "y": 0.43829521249362 }, { "x": 1.3, "y": 0.45379767191714 }, { "x": 1.35, "y": 0.46878204400392 }, { "x": 1.4, "y": 0.48326361897143 } ] }, { "id": 663, "curve_id": "E7.2", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit. Exposed to a flood inundation depth of 0.5 m. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": 0.0861776962410066, "sigma": 0.78000000000011083, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.086, σ=0.780, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.888557532E-05 }, { "x": 0.1, "y": 0.00109742225376 }, { "x": 0.15, "y": 0.0055001492827 }, { "x": 0.2, "y": 0.01485759386399 }, { "x": 0.25, "y": 0.02952743074693 }, { "x": 0.3, "y": 0.0490597839239 }, { "x": 0.35, "y": 0.07263965272464 }, { "x": 0.4, "y": 0.09935841861377 }, { "x": 0.45, "y": 0.12835280707316 }, { "x": 0.5, "y": 0.15886478053034 }, { "x": 0.55, "y": 0.19025909294372 }, { "x": 0.6, "y": 0.2220200087404 }, { "x": 0.65, "y": 0.25373892995622 }, { "x": 0.7, "y": 0.28509904160609 }, { "x": 0.75, "y": 0.31585998076956 }, { "x": 0.8, "y": 0.34584387441269 }, { "x": 0.85, "y": 0.37492322912705 }, { "x": 0.9, "y": 0.40301072760189 }, { "x": 0.95, "y": 0.43005078966574 }, { "x": 1, "y": 0.45601267957397 }, { "x": 1.05, "y": 0.48088492593158 }, { "x": 1.1, "y": 0.5046708340761 }, { "x": 1.15, "y": 0.52738489597147 }, { "x": 1.2, "y": 0.54904993102469 }, { "x": 1.25, "y": 0.5696948185541 }, { "x": 1.3, "y": 0.58935270710773 }, { "x": 1.35, "y": 0.60805960688274 }, { "x": 1.4, "y": 0.62585328917081 }, { "x": 1.45, "y": 0.64277243135955 }, { "x": 1.5, "y": 0.65885595796557 }, { "x": 1.55, "y": 0.67414253787774 }, { "x": 1.6, "y": 0.68867020583353 }, { "x": 1.65, "y": 0.70247608247458 }, { "x": 1.7, "y": 0.71559617241413 }, { "x": 1.75, "y": 0.72806522383621 }, { "x": 1.8, "y": 0.73991663642868 }, { "x": 1.85, "y": 0.75118240708661 }, { "x": 1.9, "y": 0.76189310493814 }, { "x": 1.95, "y": 0.77207786894261 }, { "x": 2, "y": 0.78176442267483 }, { "x": 2.05, "y": 0.79097910200457 }, { "x": 2.1, "y": 0.79974689226021 }, { "x": 2.15, "y": 0.80809147217256 }, { "x": 2.2, "y": 0.81603526246276 }, { "x": 2.25, "y": 0.82359947739433 }, { "x": 2.3, "y": 0.83080417797564 }, { "x": 2.35, "y": 0.83766832579293 }, { "x": 2.4, "y": 0.84420983668955 }, { "x": 2.45, "y": 0.85044563369523 }, { "x": 2.5, "y": 0.85639169876013 }, { "x": 2.55, "y": 0.862063122968 }, { "x": 2.6, "y": 0.86747415499829 }, { "x": 2.65, "y": 0.87263824768233 }, { "x": 2.7, "y": 0.87756810255807 }, { "x": 2.75, "y": 0.88227571237426 }, { "x": 2.8, "y": 0.88677240153115 }, { "x": 2.85, "y": 0.89106886447218 }, { "x": 2.9, "y": 0.89517520206243 }, { "x": 2.95, "y": 0.89910095600482 }, { "x": 3, "y": 0.90285514135679 }, { "x": 3.05, "y": 0.9064462772177 }, { "x": 3.1, "y": 0.90988241566258 }, { "x": 3.15, "y": 0.91317116900094 }, { "x": 3.2, "y": 0.91631973544057 }, { "x": 3.25, "y": 0.91933492323669 }, { "x": 3.3, "y": 0.92222317340545 }, { "x": 3.35, "y": 0.92499058107978 }, { "x": 3.4, "y": 0.9276429155827 }, { "x": 3.45, "y": 0.93018563929127 }, { "x": 3.5, "y": 0.93262392536106 }, { "x": 3.55, "y": 0.93496267437817 }, { "x": 3.6, "y": 0.93720653000281 }, { "x": 3.65, "y": 0.939359893665 }, { "x": 3.7, "y": 0.94142693837016 }, { "x": 3.75, "y": 0.9434116216689 }, { "x": 3.8, "y": 0.94531769784263 }, { "x": 3.85, "y": 0.94714872935339 }, { "x": 3.9, "y": 0.94890809760361 }, { "x": 3.94999999999999, "y": 0.95059901304889 }, { "x": 3.99999999999999, "y": 0.95222452470397 } ] }, { "id": 664, "curve_id": "E7.3", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit. Exposed to a flood inundation depth of 1.0 m. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": 0.0392207131530205, "sigma": 0.790000000000634, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.039, σ=0.790, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 6.108941245E-05 }, { "x": 0.1, "y": 0.00151680691385 }, { "x": 0.15, "y": 0.00712172782386 }, { "x": 0.2, "y": 0.01844815109405 }, { "x": 0.25, "y": 0.03558043758716 }, { "x": 0.3, "y": 0.05778272699192 }, { "x": 0.35, "y": 0.08401904806739 }, { "x": 0.4, "y": 0.11323383935718 }, { "x": 0.45, "y": 0.14447775953707 }, { "x": 0.5, "y": 0.17695081512853 }, { "x": 0.55, "y": 0.21000549820608 }, { "x": 0.6, "y": 0.24313263793699 }, { "x": 0.65, "y": 0.27594135369271 }, { "x": 0.7, "y": 0.30813850026981 }, { "x": 0.75, "y": 0.33950992781826 }, { "x": 0.8, "y": 0.3699043591976 }, { "x": 0.85, "y": 0.39921996854963 }, { "x": 0.9, "y": 0.42739343303422 }, { "x": 0.95, "y": 0.4543911197871 }, { "x": 1, "y": 0.48020205634589 }, { "x": 1.05, "y": 0.50483236107795 }, { "x": 1.1, "y": 0.52830085359586 }, { "x": 1.15, "y": 0.55063561085004 }, { "x": 1.2, "y": 0.57187127681995 }, { "x": 1.25, "y": 0.59204697037479 }, { "x": 1.3, "y": 0.61120466658132 }, { "x": 1.35, "y": 0.62938795192075 }, { "x": 1.4, "y": 0.64664107425705 }, { "x": 1.45, "y": 0.66300822474953 }, { "x": 1.5, "y": 0.67853300194679 }, { "x": 1.55, "y": 0.6932580186704 }, { "x": 1.6, "y": 0.70722462052337 }, { "x": 1.65, "y": 0.72047269137785 }, { "x": 1.7, "y": 0.73304052635914 }, { "x": 1.75, "y": 0.74496475693117 }, { "x": 1.8, "y": 0.75628031592688 }, { "x": 1.85, "y": 0.76702043293181 }, { "x": 1.9, "y": 0.7772166524629 }, { "x": 1.95, "y": 0.7868988689967 }, { "x": 2, "y": 0.79609537417985 }, { "x": 2.05, "y": 0.80483291256986 }, { "x": 2.1, "y": 0.81313674305883 }, { "x": 2.15, "y": 0.82103070377179 }, { "x": 2.2, "y": 0.82853727873767 }, { "x": 2.25, "y": 0.83567766503229 }, { "x": 2.3, "y": 0.8424718394104 }, { "x": 2.35, "y": 0.84893862369475 }, { "x": 2.4, "y": 0.85509574838812 }, { "x": 2.45, "y": 0.8609599141297 }, { "x": 2.5, "y": 0.86654685073913 }, { "x": 2.55, "y": 0.87187137368649 }, { "x": 2.6, "y": 0.87694743789986 }, { "x": 2.65, "y": 0.88178818887886 }, { "x": 2.7, "y": 0.88640601112541 }, { "x": 2.75, "y": 0.89081257393502 }, { "x": 2.8, "y": 0.89501887461595 }, { "x": 2.85, "y": 0.89903527922028 }, { "x": 2.9, "y": 0.90287156088268 }, { "x": 2.95, "y": 0.90653693587056 }, { "x": 3, "y": 0.91004009745295 }, { "x": 3.05, "y": 0.91338924769824 }, { "x": 3.1, "y": 0.91659212730988 }, { "x": 3.15, "y": 0.91965604360862 }, { "x": 3.2, "y": 0.9225878967665 }, { "x": 3.25, "y": 0.9253942043952 }, { "x": 3.3, "y": 0.92808112458697 }, { "x": 3.35, "y": 0.93065447750251 }, { "x": 3.4, "y": 0.93311976559564 }, { "x": 3.45, "y": 0.93548219256007 }, { "x": 3.5, "y": 0.93774668107908 }, { "x": 3.55, "y": 0.93991788945438 }, { "x": 3.6, "y": 0.94200022718624 }, { "x": 3.65, "y": 0.94399786957234 }, { "x": 3.7, "y": 0.94591477138903 }, { "x": 3.75, "y": 0.94775467971473 }, { "x": 3.8, "y": 0.94952114595109 }, { "x": 3.85, "y": 0.95121753709447 }, { "x": 3.9, "y": 0.9528470463066 }, { "x": 3.94999999999999, "y": 0.95441270283013 }, { "x": 3.99999999999999, "y": 0.9559173812919 } ] }, { "id": 665, "curve_id": "E7.4", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit. Exposed to a flood inundation depth of 1.5 m. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": 0.00995033085145669, "sigma": 0.76000000000566026, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.010, σ=0.760, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.829205783E-05 }, { "x": 0.1, "y": 0.00117190223926 }, { "x": 0.15, "y": 0.00604848268801 }, { "x": 0.2, "y": 0.01655388247452 }, { "x": 0.25, "y": 0.0330928391704 }, { "x": 0.3, "y": 0.05510307018652 }, { "x": 0.35, "y": 0.08159277418541 }, { "x": 0.4, "y": 0.11147177944576 }, { "x": 0.45, "y": 0.14371859069272 }, { "x": 0.5, "y": 0.1774495857719 }, { "x": 0.55, "y": 0.21193647112555 }, { "x": 0.6, "y": 0.2465989186319 }, { "x": 0.65, "y": 0.28098692516753 }, { "x": 0.7, "y": 0.31476031489905 }, { "x": 0.75, "y": 0.3476689190312 }, { "x": 0.8, "y": 0.37953492228897 }, { "x": 0.85, "y": 0.41023782828423 }, { "x": 0.9, "y": 0.43970199879846 }, { "x": 0.95, "y": 0.46788650785107 }, { "x": 1, "y": 0.49477698121566 }, { "x": 1.05, "y": 0.52037909157701 }, { "x": 1.1, "y": 0.54471340979546 }, { "x": 1.15, "y": 0.56781135378537 }, { "x": 1.2, "y": 0.58971201852484 }, { "x": 1.25, "y": 0.61045970928024 }, { "x": 1.3, "y": 0.63010203361495 }, { "x": 1.35, "y": 0.64868843590005 }, { "x": 1.4, "y": 0.66626908123368 }, { "x": 1.45, "y": 0.68289401453102 }, { "x": 1.5, "y": 0.69861253574418 }, { "x": 1.55, "y": 0.71347274435068 }, { "x": 1.6, "y": 0.72752121597032 }, { "x": 1.65, "y": 0.74080278171045 }, { "x": 1.7, "y": 0.75336038699098 }, { "x": 1.75, "y": 0.7652350114858 }, { "x": 1.8, "y": 0.77646563569229 }, { "x": 1.85, "y": 0.78708924271592 }, { "x": 1.9, "y": 0.79714084629438 }, { "x": 1.95, "y": 0.80665353801972 }, { "x": 2, "y": 0.81565854824943 }, { "x": 2.05, "y": 0.82418531641242 }, { "x": 2.1, "y": 0.83226156737871 }, { "x": 2.15, "y": 0.83991339132345 }, { "x": 2.2, "y": 0.84716532511936 }, { "x": 2.25, "y": 0.85404043376771 }, { "x": 2.3, "y": 0.860560390754 }, { "x": 2.35, "y": 0.86674555651031 }, { "x": 2.4, "y": 0.87261505439827 }, { "x": 2.45, "y": 0.87818684380814 }, { "x": 2.5, "y": 0.88347779011102 }, { "x": 2.55, "y": 0.88850373131009 }, { "x": 2.6, "y": 0.89327954132105 }, { "x": 2.65, "y": 0.89781918987548 }, { "x": 2.7, "y": 0.90213579908884 }, { "x": 2.75, "y": 0.90624169677008 }, { "x": 2.8, "y": 0.91014846657516 }, { "x": 2.85, "y": 0.91386699512439 }, { "x": 2.9, "y": 0.91740751621522 }, { "x": 2.95, "y": 0.92077965226872 }, { "x": 3, "y": 0.92399245315129 }, { "x": 3.05, "y": 0.9270544325138 }, { "x": 3.1, "y": 0.92997360178835 }, { "x": 3.15, "y": 0.93275750198005 }, { "x": 3.2, "y": 0.93541323338677 }, { "x": 3.25, "y": 0.93794748337472 }, { "x": 3.3, "y": 0.94036655233232 }, { "x": 3.35, "y": 0.94267637791888 }, { "x": 3.4, "y": 0.94488255771842 }, { "x": 3.45, "y": 0.94699037040329 }, { "x": 3.5, "y": 0.94900479550598 }, { "x": 3.55, "y": 0.95093053189161 }, { "x": 3.6, "y": 0.95277201501829 }, { "x": 3.65, "y": 0.95453343306662 }, { "x": 3.7, "y": 0.95621874201471 }, { "x": 3.75, "y": 0.95783167973008 }, { "x": 3.8, "y": 0.95937577914483 }, { "x": 3.85, "y": 0.96085438057651 }, { "x": 3.9, "y": 0.96227064325238 }, { "x": 3.94999999999999, "y": 0.96362755609122 }, { "x": 3.99999999999999, "y": 0.96492794779303 } ] }, { "id": 666, "curve_id": "E7.5", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit. Exposed to a flood inundation depth of 2.0 m. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": -0.0100503358563349, "sigma": 0.77000000000866142, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.010, σ=0.770, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 5.276571029E-05 }, { "x": 0.1, "y": 0.00145391179295 }, { "x": 0.15, "y": 0.00712814827572 }, { "x": 0.2, "y": 0.0188949323827 }, { "x": 0.25, "y": 0.03694209184525 }, { "x": 0.3, "y": 0.06050494181436 }, { "x": 0.35, "y": 0.08845139405777 }, { "x": 0.4, "y": 0.11961060989873 }, { "x": 0.45, "y": 0.15292458129771 }, { "x": 0.5, "y": 0.18750209935581 }, { "x": 0.55, "y": 0.22262457129165 }, { "x": 0.6, "y": 0.2577306561892 }, { "x": 0.65, "y": 0.29239346107388 }, { "x": 0.7, "y": 0.3262968788093 }, { "x": 0.75, "y": 0.35921393744048 }, { "x": 0.8, "y": 0.39098817457561 }, { "x": 0.85, "y": 0.42151816587065 }, { "x": 0.9, "y": 0.45074494989767 }, { "x": 0.95, "y": 0.4786419532561 }, { "x": 1, "y": 0.50520700007891 }, { "x": 1.05, "y": 0.5304560226664 }, { "x": 1.1, "y": 0.55441814158383 }, { "x": 1.15, "y": 0.57713183819255 }, { "x": 1.2, "y": 0.59864199313915 }, { "x": 1.25, "y": 0.61899760817087 }, { "x": 1.3, "y": 0.63825006531274 }, { "x": 1.35, "y": 0.65645180743724 }, { "x": 1.4, "y": 0.67365534845502 }, { "x": 1.45, "y": 0.6899125406986 }, { "x": 1.5, "y": 0.70527404244247 }, { "x": 1.55, "y": 0.71978894067151 }, { "x": 1.6, "y": 0.73350449381849 }, { "x": 1.65, "y": 0.74646596676819 }, { "x": 1.7, "y": 0.75871653639483 }, { "x": 1.75, "y": 0.7702972506007 }, { "x": 1.8, "y": 0.78124702752514 }, { "x": 1.85, "y": 0.79160268450815 }, { "x": 1.9, "y": 0.801398988688 }, { "x": 1.95, "y": 0.81066872291971 }, { "x": 2, "y": 0.8194427621246 }, { "x": 2.05, "y": 0.82775015630138 }, { "x": 2.1, "y": 0.83561821731087 }, { "x": 2.15, "y": 0.84307260723926 }, { "x": 2.2, "y": 0.85013742668906 }, { "x": 2.25, "y": 0.8568353017734 }, { "x": 2.3, "y": 0.86318746892294 }, { "x": 2.35, "y": 0.86921385687461 }, { "x": 2.4, "y": 0.87493316541379 }, { "x": 2.45, "y": 0.88036294059729 }, { "x": 2.5, "y": 0.88551964630487 }, { "x": 2.55, "y": 0.89041873205791 }, { "x": 2.6, "y": 0.89507469711302 }, { "x": 2.65, "y": 0.89950115088926 }, { "x": 2.7, "y": 0.90371086982493 }, { "x": 2.75, "y": 0.90771585078608 }, { "x": 2.8, "y": 0.91152736116687 }, { "x": 2.85, "y": 0.91515598583309 }, { "x": 2.9, "y": 0.9186116710665 }, { "x": 2.95, "y": 0.92190376566981 }, { "x": 3, "y": 0.92504105939192 }, { "x": 3.05, "y": 0.92803181883007 }, { "x": 3.1, "y": 0.93088382096148 }, { "x": 3.15, "y": 0.93360438445162 }, { "x": 3.2, "y": 0.93620039888011 }, { "x": 3.25, "y": 0.93867835201877 }, { "x": 3.3, "y": 0.9410443552894 }, { "x": 3.35, "y": 0.94330416752193 }, { "x": 3.4, "y": 0.94546321712673 }, { "x": 3.45, "y": 0.9475266227881 }, { "x": 3.5, "y": 0.94949921277925 }, { "x": 3.55, "y": 0.95138554299279 }, { "x": 3.6, "y": 0.95318991377476 }, { "x": 3.65, "y": 0.95491638564429 }, { "x": 3.7, "y": 0.95656879397547 }, { "x": 3.75, "y": 0.95815076271298 }, { "x": 3.8, "y": 0.959665717188 }, { "x": 3.85, "y": 0.96111689609636 }, { "x": 3.9, "y": 0.96250736269657 }, { "x": 3.94999999999999, "y": 0.96384001528138 }, { "x": 3.99999999999999, "y": 0.96511759697276 } ] }, { "id": 667, "curve_id": "E7.6", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways on an embankment: width of 20 m and height equal to 2 meters. Soil type C. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": 0.45107561932883233, "sigma": 0.99999999995944955, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.451, σ=1.000, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00028362589324 }, { "x": 0.1, "y": 0.00294664139047 }, { "x": 0.15, "y": 0.00943230577076 }, { "x": 0.2, "y": 0.01967473678805 }, { "x": 0.25, "y": 0.03307764767492 }, { "x": 0.3, "y": 0.04895733785376 }, { "x": 0.35, "y": 0.06669100591115 }, { "x": 0.4, "y": 0.08575525190665 }, { "x": 0.45, "y": 0.10572590051705 }, { "x": 0.5, "y": 0.12626562495005 }, { "x": 0.55, "y": 0.14710916829746 }, { "x": 0.6, "y": 0.1680496070355 }, { "x": 0.65, "y": 0.18892665621398 }, { "x": 0.7, "y": 0.20961709472825 }, { "x": 0.75, "y": 0.23002707335722 }, { "x": 0.8, "y": 0.25008599167862 }, { "x": 0.85, "y": 0.26974164330223 }, { "x": 0.9, "y": 0.28895637108995 }, { "x": 0.95, "y": 0.30770402084356 }, { "x": 1, "y": 0.32596752441752 }, { "x": 1.05, "y": 0.3437369788184 }, { "x": 1.1, "y": 0.36100811657747 }, { "x": 1.15, "y": 0.37778108540351 }, { "x": 1.2, "y": 0.39405947290926 }, { "x": 1.25, "y": 0.40984952606242 }, { "x": 1.3, "y": 0.42515952578861 }, { "x": 1.35, "y": 0.43999928553928 }, { "x": 1.4, "y": 0.45437974917034 } ] }, { "id": 668, "curve_id": "E7.7", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways on an embankment: width of 20 m and height equal to 4 meters. Soil type C. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": 0.35065687161412862, "sigma": 0.90000000000185509, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.351, σ=0.900, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00010031966079 }, { "x": 0.1, "y": 0.00159894413412 }, { "x": 0.15, "y": 0.00625309694446 }, { "x": 0.2, "y": 0.0147073707537 }, { "x": 0.25, "y": 0.02680677599751 }, { "x": 0.3, "y": 0.04205094888654 }, { "x": 0.35, "y": 0.05984361098773 }, { "x": 0.4, "y": 0.07960706386115 }, { "x": 0.45, "y": 0.1008276894255 }, { "x": 0.5, "y": 0.12306873017178 }, { "x": 0.55, "y": 0.1459684540231 }, { "x": 0.6, "y": 0.16923245894206 }, { "x": 0.65, "y": 0.19262424738907 }, { "x": 0.7, "y": 0.2159559364211 }, { "x": 0.75, "y": 0.23907986878724 }, { "x": 0.8, "y": 0.26188136442984 }, { "x": 0.85, "y": 0.28427261003324 }, { "x": 0.9, "y": 0.30618758258527 }, { "x": 0.95, "y": 0.32757786925072 }, { "x": 1, "y": 0.34840924401163 }, { "x": 1.05, "y": 0.36865887339533 }, { "x": 1.1, "y": 0.3883130402628 }, { "x": 1.15, "y": 0.40736529182092 }, { "x": 1.2, "y": 0.42581493388038 }, { "x": 1.25, "y": 0.44366580722182 }, { "x": 1.3, "y": 0.46092529364407 }, { "x": 1.35, "y": 0.47760350899636 }, { "x": 1.4, "y": 0.49371264848576 } ] }, { "id": 669, "curve_id": "E7.8", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways on an embankment: width of 20 m and height equal to 6 meters. Soil type C. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": 0.27002713721364691, "sigma": 0.70000000000778828, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.270, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.54030665E-06 }, { "x": 0.1, "y": 0.0001188500479 }, { "x": 0.15, "y": 0.00098100168863 }, { "x": 0.2, "y": 0.00362703209821 }, { "x": 0.25, "y": 0.00898650803307 }, { "x": 0.3, "y": 0.01761459270866 }, { "x": 0.35, "y": 0.02968125335419 }, { "x": 0.4, "y": 0.04506239475846 }, { "x": 0.45, "y": 0.06344539116038 }, { "x": 0.5, "y": 0.08441649618859 }, { "x": 0.55, "y": 0.10752359561498 }, { "x": 0.6, "y": 0.13231726458835 }, { "x": 0.65, "y": 0.15837540282791 }, { "x": 0.7, "y": 0.18531639302467 }, { "x": 0.75, "y": 0.21280467126665 }, { "x": 0.8, "y": 0.24055152556825 }, { "x": 0.85, "y": 0.2683130641509 }, { "x": 0.9, "y": 0.29588664547286 }, { "x": 0.95, "y": 0.32310660300454 }, { "x": 1, "y": 0.34983978365518 }, { "x": 1.05, "y": 0.37598120887797 }, { "x": 1.1, "y": 0.40145003013791 }, { "x": 1.15, "y": 0.42618586249079 }, { "x": 1.2, "y": 0.45014552519456 }, { "x": 1.25, "y": 0.47330018531942 }, { "x": 1.3, "y": 0.49563288161237 }, { "x": 1.35, "y": 0.51713639628091 }, { "x": 1.4, "y": 0.5378114384854 } ] }, { "id": 670, "curve_id": "E7.9", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways on an embankment: width of 20 m and height equal to 2 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": -0.116533816255955, "sigma": 0.899999999999993, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.117, σ=0.900, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00068926424221 }, { "x": 0.1, "y": 0.00757139662715 }, { "x": 0.15, "y": 0.02394016114156 }, { "x": 0.2, "y": 0.04857983120254 }, { "x": 0.25, "y": 0.07914515387134 }, { "x": 0.3, "y": 0.1134725690386 }, { "x": 0.35, "y": 0.14987095574928 }, { "x": 0.4, "y": 0.18710399322786 }, { "x": 0.45, "y": 0.22430070264472 }, { "x": 0.5, "y": 0.26086481291719 }, { "x": 0.55, "y": 0.2964005421331 }, { "x": 0.6, "y": 0.33065616931239 }, { "x": 0.65, "y": 0.36348247010177 }, { "x": 0.7, "y": 0.39480253936199 }, { "x": 0.75, "y": 0.42459002442797 }, { "x": 0.8, "y": 0.45285347092822 }, { "x": 0.85, "y": 0.47962508132061 }, { "x": 0.9, "y": 0.50495265279946 }, { "x": 0.95, "y": 0.52889380692649 }, { "x": 1, "y": 0.55151187366176 }, { "x": 1.05, "y": 0.57287297189595 }, { "x": 1.1, "y": 0.59304395674922 }, { "x": 1.15, "y": 0.61209099546543 }, { "x": 1.2, "y": 0.63007859929412 }, { "x": 1.25, "y": 0.64706898585609 }, { "x": 1.3, "y": 0.66312168046279 }, { "x": 1.35, "y": 0.67829328946537 }, { "x": 1.4, "y": 0.69263739660325 } ] }, { "id": 671, "curve_id": "E8.11", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on an embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": -0.314710744839702, "sigma": 0.76000000000000634, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.315, σ=0.760, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00020962522222 }, { "x": 0.1, "y": 0.00445322690187 }, { "x": 0.15, "y": 0.01866587282402 }, { "x": 0.2, "y": 0.04422900707675 }, { "x": 0.25, "y": 0.07927302422266 }, { "x": 0.3, "y": 0.12098405466762 }, { "x": 0.35, "y": 0.16670908253644 }, { "x": 0.4, "y": 0.21431079296784 }, { "x": 0.45, "y": 0.26220087771964 }, { "x": 0.5, "y": 0.30926222241607 }, { "x": 0.55, "y": 0.35474744749662 }, { "x": 0.6, "y": 0.39818574425417 }, { "x": 0.65, "y": 0.43930696475721 }, { "x": 0.7, "y": 0.47798317061953 }, { "x": 0.75, "y": 0.51418500999561 }, { "x": 0.8, "y": 0.54794978637278 }, { "x": 0.85, "y": 0.57935840166828 }, { "x": 0.9, "y": 0.60851889154228 }, { "x": 0.95, "y": 0.6355547940346 }, { "x": 1, "y": 0.66059703169369 }, { "x": 1.05, "y": 0.68377833189383 }, { "x": 1.1, "y": 0.70522947114485 }, { "x": 1.15, "y": 0.72507682329093 }, { "x": 1.2, "y": 0.7434408341773 }, { "x": 1.25, "y": 0.76043514958837 }, { "x": 1.3, "y": 0.77616619912426 }, { "x": 1.35, "y": 0.79073309379987 }, { "x": 1.4, "y": 0.80422773515847 }, { "x": 1.45, "y": 0.81673506271995 }, { "x": 1.5, "y": 0.82833338763832 }, { "x": 1.55, "y": 0.83909477570698 }, { "x": 1.6, "y": 0.849085453906 }, { "x": 1.65, "y": 0.85836622268147 }, { "x": 1.7, "y": 0.86699286191533 }, { "x": 1.75, "y": 0.87501652269084 }, { "x": 1.8, "y": 0.88248409992401 }, { "x": 1.85, "y": 0.88943858303594 }, { "x": 1.9, "y": 0.89591938332017 }, { "x": 1.95, "y": 0.90196263768233 }, { "x": 2, "y": 0.90760148912428 }, { "x": 2.05, "y": 0.91286634480046 }, { "x": 2.1, "y": 0.91778511276018 }, { "x": 2.15, "y": 0.92238341865272 }, { "x": 2.2, "y": 0.92668480375042 }, { "x": 2.25, "y": 0.93071090566302 }, { "x": 2.3, "y": 0.93448162309438 }, { "x": 2.35, "y": 0.93801526594382 }, { "x": 2.4, "y": 0.94132869198897 }, { "x": 2.45, "y": 0.94443743131142 }, { "x": 2.5, "y": 0.94735579954719 }, { "x": 2.55, "y": 0.95009700096311 }, { "x": 2.6, "y": 0.95267322228051 }, { "x": 2.65, "y": 0.95509571809164 }, { "x": 2.7, "y": 0.95737488864106 }, { "x": 2.75, "y": 0.95952035067646 }, { "x": 2.8, "y": 0.96154100200973 }, { "x": 2.85, "y": 0.96344508037066 }, { "x": 2.9, "y": 0.9652402170816 }, { "x": 2.95, "y": 0.96693348603212 }, { "x": 3, "y": 0.9685314483876 }, { "x": 3.05, "y": 0.97004019342477 }, { "x": 3.1, "y": 0.97146537584989 }, { "x": 3.15, "y": 0.97281224992147 }, { "x": 3.2, "y": 0.97408570066876 }, { "x": 3.25, "y": 0.97529027246985 }, { "x": 3.3, "y": 0.97643019522777 }, { "x": 3.35, "y": 0.9775094083607 }, { "x": 3.4, "y": 0.97853158280177 }, { "x": 3.45, "y": 0.97950014118566 }, { "x": 3.5, "y": 0.98041827638242 }, { "x": 3.55, "y": 0.98128896852397 }, { "x": 3.6, "y": 0.98211500065516 }, { "x": 3.65, "y": 0.98289897312906 }, { "x": 3.7, "y": 0.98364331685503 }, { "x": 3.75, "y": 0.98435030549812 }, { "x": 3.8, "y": 0.98502206671945 }, { "x": 3.85, "y": 0.98566059253893 }, { "x": 3.9, "y": 0.98626774889429 }, { "x": 3.94999999999999, "y": 0.98684528446392 }, { "x": 3.99999999999999, "y": 0.98739483881465 } ] }, { "id": 672, "curve_id": "E8.12", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit. Exposed to a flood inundation depth of 0.5 m. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": -0.371063681390838, "sigma": 0.78000000000002234, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.371, σ=0.780, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.000382774152 }, { "x": 0.1, "y": 0.0066374222641 }, { "x": 0.15, "y": 0.02520417450044 }, { "x": 0.2, "y": 0.05618170385972 }, { "x": 0.25, "y": 0.09653037737913 }, { "x": 0.3, "y": 0.14279810316869 }, { "x": 0.35, "y": 0.1920947022688 }, { "x": 0.4, "y": 0.242273190964 }, { "x": 0.45, "y": 0.29184418427516 }, { "x": 0.5, "y": 0.33982984303667 }, { "x": 0.55, "y": 0.38562699108371 }, { "x": 0.6, "y": 0.42889740732727 }, { "x": 0.65, "y": 0.46948554882626 }, { "x": 0.7, "y": 0.50735891049087 }, { "x": 0.75, "y": 0.54256564452983 }, { "x": 0.8, "y": 0.57520484698783 }, { "x": 0.85, "y": 0.60540595322519 }, { "x": 0.9, "y": 0.63331460758519 }, { "x": 0.95, "y": 0.65908310111396 }, { "x": 1, "y": 0.68286401543732 }, { "x": 1.05, "y": 0.70480610632745 }, { "x": 1.1, "y": 0.72505174364518 }, { "x": 1.15, "y": 0.74373542556891 }, { "x": 1.2, "y": 0.7609830275003 }, { "x": 1.25, "y": 0.7769115467761 }, { "x": 1.3, "y": 0.7916291755254 }, { "x": 1.35, "y": 0.80523558436637 }, { "x": 1.4, "y": 0.81782233525844 }, { "x": 1.45, "y": 0.82947336703206 }, { "x": 1.5, "y": 0.84026551494773 }, { "x": 1.55, "y": 0.8502690382351 }, { "x": 1.6, "y": 0.85954813844475 }, { "x": 1.65, "y": 0.86816145768524 }, { "x": 1.7, "y": 0.87616255017618 }, { "x": 1.75, "y": 0.88360032356726 }, { "x": 1.8, "y": 0.89051944853933 }, { "x": 1.85, "y": 0.89696073659338 }, { "x": 1.9, "y": 0.90296148684368 }, { "x": 1.95, "y": 0.90855580320346 }, { "x": 2, "y": 0.91377488368804 }, { "x": 2.05, "y": 0.91864728373165 }, { "x": 2.1, "y": 0.92319915547457 }, { "x": 2.15, "y": 0.92745446496159 }, { "x": 2.2, "y": 0.93143518912874 }, { "x": 2.25, "y": 0.93516149436112 }, { "x": 2.3, "y": 0.93865189829285 }, { "x": 2.35, "y": 0.94192341640068 }, { "x": 2.4, "y": 0.944991694821 }, { "x": 2.45, "y": 0.94787113070054 }, { "x": 2.5, "y": 0.95057498127598 }, { "x": 2.55, "y": 0.95311546276934 }, { "x": 2.6, "y": 0.95550384008482 }, { "x": 2.65, "y": 0.95775050819873 }, { "x": 2.7, "y": 0.95986506604843 }, { "x": 2.75, "y": 0.96185638364742 }, { "x": 2.8, "y": 0.96373266308202 }, { "x": 2.85, "y": 0.96550149398042 }, { "x": 2.9, "y": 0.96716990398606 }, { "x": 2.95, "y": 0.96874440471428 }, { "x": 3, "y": 0.97023103362355 }, { "x": 3.05, "y": 0.97163539218944 }, { "x": 3.1, "y": 0.97296268073105 }, { "x": 3.15, "y": 0.97421773020465 }, { "x": 3.2, "y": 0.97540503124826 }, { "x": 3.25, "y": 0.97652876073283 }, { "x": 3.3, "y": 0.97759280605034 }, { "x": 3.35, "y": 0.97860078734689 }, { "x": 3.4, "y": 0.97955607788827 }, { "x": 3.45, "y": 0.9804618227274 }, { "x": 3.5, "y": 0.98132095582658 }, { "x": 3.55, "y": 0.98213621577306 }, { "x": 3.6, "y": 0.98291016021268 }, { "x": 3.65, "y": 0.98364517911512 }, { "x": 3.7, "y": 0.98434350697294 }, { "x": 3.75, "y": 0.98500723402749 }, { "x": 3.8, "y": 0.98563831660581 }, { "x": 3.85, "y": 0.9862385866448 }, { "x": 3.9, "y": 0.98680976047224 }, { "x": 3.94999999999999, "y": 0.98735344690733 }, { "x": 3.99999999999999, "y": 0.98787115473824 } ] }, { "id": 673, "curve_id": "E8.13", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit. Exposed to a flood inundation depth of 1.0 m. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": -0.415515443961687, "sigma": 0.79000000000007753, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.416, σ=0.790, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00054520396949 }, { "x": 0.1, "y": 0.00845414891909 }, { "x": 0.15, "y": 0.03036550443473 }, { "x": 0.2, "y": 0.06535674738014 }, { "x": 0.25, "y": 0.10956701193488 }, { "x": 0.3, "y": 0.15912821352307 }, { "x": 0.35, "y": 0.21101053139531 }, { "x": 0.4, "y": 0.26307540230871 }, { "x": 0.45, "y": 0.31390899810186 }, { "x": 0.5, "y": 0.36263192269744 }, { "x": 0.55, "y": 0.40874022573387 }, { "x": 0.6, "y": 0.45198579640821 }, { "x": 0.65, "y": 0.49229055566653 }, { "x": 0.7, "y": 0.52968642735629 }, { "x": 0.75, "y": 0.56427399129605 }, { "x": 0.8, "y": 0.59619433648648 }, { "x": 0.85, "y": 0.6256101157555 }, { "x": 0.9, "y": 0.65269296423544 }, { "x": 0.95, "y": 0.67761529586615 }, { "x": 1, "y": 0.70054509796419 }, { "x": 1.05, "y": 0.7216427682286 }, { "x": 1.1, "y": 0.74105933354759 }, { "x": 1.15, "y": 0.75893559440953 }, { "x": 1.2, "y": 0.7754018802912 }, { "x": 1.25, "y": 0.79057819947299 }, { "x": 1.3, "y": 0.80457463473597 }, { "x": 1.35, "y": 0.81749188359332 }, { "x": 1.4, "y": 0.82942187447985 }, { "x": 1.45, "y": 0.84044841307305 }, { "x": 1.5, "y": 0.85064782869208 }, { "x": 1.55, "y": 0.86008960162589 }, { "x": 1.6, "y": 0.86883695974759 }, { "x": 1.65, "y": 0.87694743789986 }, { "x": 1.7, "y": 0.88447339700234 }, { "x": 1.75, "y": 0.89146250213694 }, { "x": 1.8, "y": 0.89795816036328 }, { "x": 1.85, "y": 0.90399991995127 }, { "x": 1.9, "y": 0.90962383326625 }, { "x": 1.95, "y": 0.91486278582555 }, { "x": 2, "y": 0.91974679415178 }, { "x": 2.05, "y": 0.92430327503639 }, { "x": 2.1, "y": 0.92855728874114 }, { "x": 2.15, "y": 0.9325317585329 }, { "x": 2.2, "y": 0.93624766879029 }, { "x": 2.25, "y": 0.93972424375188 }, { "x": 2.3, "y": 0.94297910880486 }, { "x": 2.35, "y": 0.94602843604604 }, { "x": 2.4, "y": 0.94888707568708 }, { "x": 2.45, "y": 0.95156867472654 }, { "x": 2.5, "y": 0.95408578417167 }, { "x": 2.55, "y": 0.95644995596538 }, { "x": 2.6, "y": 0.95867183065704 }, { "x": 2.65, "y": 0.96076121674957 }, { "x": 2.7, "y": 0.96272716255963 }, { "x": 2.75, "y": 0.96457802134123 }, { "x": 2.8, "y": 0.9663215103451 }, { "x": 2.85, "y": 0.96796476441682 }, { "x": 2.9, "y": 0.9695143846738 }, { "x": 2.95, "y": 0.97097648274531 }, { "x": 3, "y": 0.97235672100989 }, { "x": 3.05, "y": 0.97366034921928 }, { "x": 3.1, "y": 0.97489223785834 }, { "x": 3.15, "y": 0.97605690855444 }, { "x": 3.2, "y": 0.97715856181795 }, { "x": 3.25, "y": 0.97820110236677 }, { "x": 3.3, "y": 0.97918816226241 }, { "x": 3.35, "y": 0.98012312206219 }, { "x": 3.4, "y": 0.98100913017181 }, { "x": 3.45, "y": 0.98184912056405 }, { "x": 3.5, "y": 0.98264582901335 }, { "x": 3.55, "y": 0.98340180798088 }, { "x": 3.6, "y": 0.98411944027206 }, { "x": 3.65, "y": 0.98480095157627 }, { "x": 3.7, "y": 0.98544842198824 }, { "x": 3.75, "y": 0.98606379660099 }, { "x": 3.8, "y": 0.98664889525158 }, { "x": 3.85, "y": 0.98720542149341 }, { "x": 3.9, "y": 0.98773497086182 }, { "x": 3.94999999999999, "y": 0.98823903849359 }, { "x": 3.99999999999999, "y": 0.98871902615522 } ] }, { "id": 674, "curve_id": "E8.14", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit. Exposed to a flood inundation depth of 1.5 m. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": -0.462035459597054, "sigma": 0.76000000000178047, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.462, σ=0.760, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00042832330438 }, { "x": 0.1, "y": 0.00772243733189 }, { "x": 0.15, "y": 0.02949491586756 }, { "x": 0.2, "y": 0.06555488129468 }, { "x": 0.25, "y": 0.11196767657024 }, { "x": 0.3, "y": 0.16447442042544 }, { "x": 0.35, "y": 0.21964180772 }, { "x": 0.4, "y": 0.27501862601411 }, { "x": 0.45, "y": 0.32898174015376 }, { "x": 0.5, "y": 0.38052799809612 }, { "x": 0.55, "y": 0.4290920377325 }, { "x": 0.6, "y": 0.47440645038608 }, { "x": 0.65, "y": 0.51640058944531 }, { "x": 0.7, "y": 0.55512962416136 }, { "x": 0.75, "y": 0.59072578148688 }, { "x": 0.8, "y": 0.62336534604704 }, { "x": 0.85, "y": 0.65324665196603 }, { "x": 0.9, "y": 0.68057565731999 }, { "x": 0.95, "y": 0.70555670796672 }, { "x": 1, "y": 0.72838682794966 }, { "x": 1.05, "y": 0.74925238802044 }, { "x": 1.1, "y": 0.76832736205944 }, { "x": 1.15, "y": 0.78577262927634 }, { "x": 1.2, "y": 0.80173595143115 }, { "x": 1.25, "y": 0.81635237252605 }, { "x": 1.3, "y": 0.82974486991785 }, { "x": 1.35, "y": 0.84202514195996 }, { "x": 1.4, "y": 0.85329445594337 }, { "x": 1.45, "y": 0.86364450667095 }, { "x": 1.5, "y": 0.87315825419501 }, { "x": 1.55, "y": 0.88191072164908 }, { "x": 1.6, "y": 0.88996974249135 }, { "x": 1.65, "y": 0.89739665208532 }, { "x": 1.7, "y": 0.90424692223071 }, { "x": 1.75, "y": 0.9105707396209 }, { "x": 1.8, "y": 0.91641353065929 }, { "x": 1.85, "y": 0.92181643590411 }, { "x": 1.9, "y": 0.92681673783254 }, { "x": 1.95, "y": 0.93144824575944 }, { "x": 2, "y": 0.93574164171225 }, { "x": 2.05, "y": 0.9397247909175 }, { "x": 2.1, "y": 0.9434230203424 }, { "x": 2.15, "y": 0.94685936848901 }, { "x": 2.2, "y": 0.95005480937771 }, { "x": 2.25, "y": 0.95302845339694 }, { "x": 2.3, "y": 0.95579772744376 }, { "x": 2.35, "y": 0.95837853654207 }, { "x": 2.4, "y": 0.96078540890338 }, { "x": 2.45, "y": 0.96303162619149 }, { "x": 2.5, "y": 0.96512934056604 }, { "x": 2.55, "y": 0.96708967991225 }, { "x": 2.6, "y": 0.96892284251163 }, { "x": 2.65, "y": 0.97063818227285 }, { "x": 2.7, "y": 0.97224428551968 }, { "x": 2.75, "y": 0.97374904022409 }, { "x": 2.8, "y": 0.97515969847571 }, { "x": 2.85, "y": 0.97648293289212 }, { "x": 2.9, "y": 0.97772488759802 }, { "x": 2.95, "y": 0.97889122433258 }, { "x": 3, "y": 0.9799871641839 }, { "x": 3.05, "y": 0.98101752539558 }, { "x": 3.1, "y": 0.98198675764229 }, { "x": 3.15, "y": 0.98289897312906 }, { "x": 3.2, "y": 0.98375797483091 }, { "x": 3.25, "y": 0.98456728215614 }, { "x": 3.3, "y": 0.9853301542865 }, { "x": 3.35, "y": 0.98604961142117 }, { "x": 3.4, "y": 0.98672845412769 }, { "x": 3.45, "y": 0.98736928098193 }, { "x": 3.5, "y": 0.98797450466069 }, { "x": 3.55, "y": 0.98854636663357 }, { "x": 3.6, "y": 0.98908695058594 }, { "x": 3.65, "y": 0.98959819469162 }, { "x": 3.7, "y": 0.99008190284198 }, { "x": 3.75, "y": 0.99053975492744 }, { "x": 3.8, "y": 0.99097331625805 }, { "x": 3.85, "y": 0.99138404620125 }, { "x": 3.9, "y": 0.99177330610721 }, { "x": 3.94999999999999, "y": 0.99214236658554 }, { "x": 3.99999999999999, "y": 0.99249241419085 } ] }, { "id": 675, "curve_id": "E8.15", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit. Exposed to a flood inundation depth of 2.0 m. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": -0.510825623767526, "sigma": 0.77000000000573532, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.511, σ=0.770, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00062514622455 }, { "x": 0.1, "y": 0.00998368783787 }, { "x": 0.15, "y": 0.03590014786304 }, { "x": 0.2, "y": 0.0768232150124 }, { "x": 0.25, "y": 0.12777491477722 }, { "x": 0.3, "y": 0.18400926923316 }, { "x": 0.35, "y": 0.24196507126427 }, { "x": 0.4, "y": 0.29924331474084 }, { "x": 0.45, "y": 0.3543461001555 }, { "x": 0.5, "y": 0.40641325202662 }, { "x": 0.55, "y": 0.4550145687199 }, { "x": 0.6, "y": 0.5 }, { "x": 0.65, "y": 0.54139610846404 }, { "x": 0.7, "y": 0.57933623033804 }, { "x": 0.75, "y": 0.61401415955658 }, { "x": 0.8, "y": 0.6456538998445 }, { "x": 0.85, "y": 0.67449025717544 }, { "x": 0.9, "y": 0.70075668525916 }, { "x": 0.95, "y": 0.72467794947941 }, { "x": 1, "y": 0.74646596676819 }, { "x": 1.05, "y": 0.76631771711126 }, { "x": 1.1, "y": 0.78441448619869 }, { "x": 1.15, "y": 0.80092194415769 }, { "x": 1.2, "y": 0.81599073076684 }, { "x": 1.25, "y": 0.8297573291001 }, { "x": 1.3, "y": 0.84234508473818 }, { "x": 1.35, "y": 0.85386527832122 }, { "x": 1.4, "y": 0.86441819324636 }, { "x": 1.45, "y": 0.87409414309581 }, { "x": 1.5, "y": 0.88297443853565 }, { "x": 1.55, "y": 0.89113228340769 }, { "x": 1.6, "y": 0.89863359621303 }, { "x": 1.65, "y": 0.90553775729156 }, { "x": 1.7, "y": 0.9118982845118 }, { "x": 1.75, "y": 0.91776344172683 }, { "x": 1.8, "y": 0.9231767849876 }, { "x": 1.85, "y": 0.92817765177924 }, { "x": 1.9, "y": 0.93280159852684 }, { "x": 1.95, "y": 0.93708079141836 }, { "x": 2, "y": 0.9410443552894 }, { "x": 2.05, "y": 0.94471868495842 }, { "x": 2.1, "y": 0.94812772302492 }, { "x": 2.15, "y": 0.95129320776813 }, { "x": 2.2, "y": 0.95423489442288 }, { "x": 2.25, "y": 0.95697075277045 }, { "x": 2.3, "y": 0.95951714366882 }, { "x": 2.35, "y": 0.96188897686048 }, { "x": 2.4, "y": 0.96409985213696 }, { "x": 2.45, "y": 0.96616218570609 }, { "x": 2.5, "y": 0.9680873233994 }, { "x": 2.55, "y": 0.96988564217123 }, { "x": 2.6, "y": 0.97156664117561 }, { "x": 2.65, "y": 0.97313902356035 }, { "x": 2.7, "y": 0.974610769988 }, { "x": 2.75, "y": 0.97598920477808 }, { "x": 2.8, "y": 0.97728105546375 }, { "x": 2.85, "y": 0.97849250646614 }, { "x": 2.9, "y": 0.97962924751006 }, { "x": 2.95, "y": 0.98069651733535 }, { "x": 3, "y": 0.98169914319551 }, { "x": 3.05, "y": 0.98264157658133 }, { "x": 3.1, "y": 0.9835279255583 }, { "x": 3.15, "y": 0.98436198406437 }, { "x": 3.2, "y": 0.98514725847651 }, { "x": 3.25, "y": 0.98588699172118 }, { "x": 3.3, "y": 0.98658418517438 }, { "x": 3.35, "y": 0.98724161857023 }, { "x": 3.4, "y": 0.9878618681144 }, { "x": 3.45, "y": 0.98844732297739 }, { "x": 3.5, "y": 0.98900020032485 }, { "x": 3.55, "y": 0.98952255902538 }, { "x": 3.6, "y": 0.99001631216213 }, { "x": 3.65, "y": 0.99048323846123 }, { "x": 3.7, "y": 0.99092499273889 }, { "x": 3.75, "y": 0.99134311545852 }, { "x": 3.8, "y": 0.99173904148018 }, { "x": 3.85, "y": 0.99211410807643 }, { "x": 3.9, "y": 0.99246956228133 }, { "x": 3.94999999999999, "y": 0.99280656763298 }, { "x": 3.99999999999999, "y": 0.9931262103637 } ] }, { "id": 676, "curve_id": "E8.16", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on an embankment: width of 20 m and height equal to 2 meters. Soil type C. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": 0.45107861385420339, "sigma": 1.0000065897954453, "method": "Curve fitting", "mu_sigma_quality": 0.99999955173787691, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.451, σ=1.000, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00080874001912 }, { "x": 0.1, "y": 0.00294664139047 }, { "x": 0.15, "y": 0.00943230577076 }, { "x": 0.2, "y": 0.01967473678805 }, { "x": 0.25, "y": 0.03307764767492 }, { "x": 0.3, "y": 0.04895733785376 }, { "x": 0.35, "y": 0.06669100591115 }, { "x": 0.4, "y": 0.08575525190665 }, { "x": 0.45, "y": 0.10572590051705 }, { "x": 0.5, "y": 0.12626562495005 }, { "x": 0.55, "y": 0.14710916829746 }, { "x": 0.6, "y": 0.1680496070355 }, { "x": 0.65, "y": 0.18892665621398 }, { "x": 0.7, "y": 0.20961709472825 }, { "x": 0.75, "y": 0.23002707335722 }, { "x": 0.8, "y": 0.25008599167862 }, { "x": 0.85, "y": 0.26974164330223 }, { "x": 0.9, "y": 0.28895637108995 }, { "x": 0.95, "y": 0.30770402084356 }, { "x": 1, "y": 0.32596752441752 }, { "x": 1.05, "y": 0.3437369788184 }, { "x": 1.1, "y": 0.36100811657747 }, { "x": 1.15, "y": 0.37778108540351 }, { "x": 1.2, "y": 0.39405947290926 }, { "x": 1.25, "y": 0.40984952606242 }, { "x": 1.3, "y": 0.42515952578861 }, { "x": 1.35, "y": 0.43999928553928 }, { "x": 1.4, "y": 0.45437974917034 } ] }, { "id": 677, "curve_id": "E8.17", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on an embankment: width of 20 m and height equal to 4 meters. Soil type C. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": -0.0943106794712451, "sigma": 0.89999999999999525, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.094, σ=0.900, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00063250467045 }, { "x": 0.1, "y": 0.00707095860175 }, { "x": 0.15, "y": 0.02258212705872 }, { "x": 0.2, "y": 0.04614161621907 }, { "x": 0.25, "y": 0.07556700594259 }, { "x": 0.3, "y": 0.10879573275316 }, { "x": 0.35, "y": 0.14419063094076 }, { "x": 0.4, "y": 0.18053945482451 }, { "x": 0.45, "y": 0.21697768509081 }, { "x": 0.5, "y": 0.25290569034064 }, { "x": 0.55, "y": 0.28791924099628 }, { "x": 0.6, "y": 0.32175587906855 }, { "x": 0.65, "y": 0.35425496755779 }, { "x": 0.7, "y": 0.38532841196537 }, { "x": 0.75, "y": 0.41493936518919 }, { "x": 0.8, "y": 0.44308679235094 }, { "x": 0.85, "y": 0.46979430152588 }, { "x": 0.9, "y": 0.4951020710006 }, { "x": 0.95, "y": 0.51906102393254 }, { "x": 1, "y": 0.54172863609526 }, { "x": 1.05, "y": 0.56316593234698 }, { "x": 1.1, "y": 0.5834353498396 }, { "x": 1.15, "y": 0.60259923402905 }, { "x": 1.2, "y": 0.62071879698366 }, { "x": 1.25, "y": 0.63785341332438 }, { "x": 1.3, "y": 0.65406016236814 }, { "x": 1.35, "y": 0.66939354924211 }, { "x": 1.4, "y": 0.68390535542051 } ] }, { "id": 678, "curve_id": "E8.18", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on an embankment: width of 20 m and height equal to 6 meters. Soil type C. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": -0.174353387145177, "sigma": 0.70000000000037554, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.174, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.782427878E-05 }, { "x": 0.1, "y": 0.00118159134394 }, { "x": 0.15, "y": 0.00692568149542 }, { "x": 0.2, "y": 0.02017632447845 }, { "x": 0.25, "y": 0.04169519192531 }, { "x": 0.3, "y": 0.07066112594603 }, { "x": 0.35, "y": 0.10552751849313 }, { "x": 0.4, "y": 0.14459266087461 }, { "x": 0.45, "y": 0.18629054523801 }, { "x": 0.5, "y": 0.22930610095564 }, { "x": 0.55, "y": 0.27259727543798 }, { "x": 0.6, "y": 0.31537388467867 }, { "x": 0.65, "y": 0.35706020714579 }, { "x": 0.7, "y": 0.39725472723041 }, { "x": 0.75, "y": 0.43569304092044 }, { "x": 0.8, "y": 0.47221612755569 }, { "x": 0.85, "y": 0.50674434374449 }, { "x": 0.9, "y": 0.53925667891737 }, { "x": 0.95, "y": 0.56977451723481 }, { "x": 1, "y": 0.59834910652411 }, { "x": 1.05, "y": 0.62505200090785 }, { "x": 1.1, "y": 0.64996784907423 }, { "x": 1.15, "y": 0.6731890108712 }, { "x": 1.2, "y": 0.69481158627621 }, { "x": 1.25, "y": 0.71493252755428 }, { "x": 1.3, "y": 0.73364757689353 }, { "x": 1.35, "y": 0.75104982932024 }, { "x": 1.4, "y": 0.76722876626729 } ] }, { "id": 679, "curve_id": "E8.19", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on an embankment: width of 20 m and height equal to 2 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": -0.328504066972036, "sigma": 0.8999999999999998, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00152038097492 }, { "x": 0.1, "y": 0.01413844531765 }, { "x": 0.15, "y": 0.04067496763984 }, { "x": 0.2, "y": 0.07733042385455 }, { "x": 0.25, "y": 0.11993284825802 }, { "x": 0.3, "y": 0.16534051381828 }, { "x": 0.35, "y": 0.21143139146661 }, { "x": 0.4, "y": 0.25684710055199 }, { "x": 0.45, "y": 0.30075640398604 }, { "x": 0.5, "y": 0.34268031457696 }, { "x": 0.55, "y": 0.3823712880229 }, { "x": 0.6, "y": 0.41973185424762 }, { "x": 0.65, "y": 0.45476033385738 }, { "x": 0.7, "y": 0.48751475666266 }, { "x": 0.75, "y": 0.5180889301836 }, { "x": 0.8, "y": 0.54659661490656 }, { "x": 0.85, "y": 0.5731611198879 }, { "x": 0.9, "y": 0.5979085322106 }, { "x": 0.95, "y": 0.62096338776965 }, { "x": 1, "y": 0.64244598346473 }, { "x": 1.05, "y": 0.66247079153995 }, { "x": 1.1, "y": 0.68114561088094006 }, { "x": 1.15, "y": 0.69857120705407 }, { "x": 1.2, "y": 0.7148412719653 }, { "x": 1.25, "y": 0.73004258780271 }, { "x": 1.3, "y": 0.74425531669076 }, { "x": 1.35, "y": 0.75755336271987 }, { "x": 1.4, "y": 0.77000477039389 } ] }, { "id": 680, "curve_id": "E8.20", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on an embankment: width of 20 m and height equal to 4 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": -0.616186139419008, "sigma": 0.70000000003004137, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.616, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00033772909294 }, { "x": 0.1, "y": 0.00799505154784 }, { "x": 0.15, "y": 0.03363203592715 }, { "x": 0.2, "y": 0.07795955151117 }, { "x": 0.25, "y": 0.13563238333583 }, { "x": 0.3, "y": 0.20053964301678 }, { "x": 0.35, "y": 0.26780010373835 }, { "x": 0.4, "y": 0.33406319401962 }, { "x": 0.45, "y": 0.39725472723041 }, { "x": 0.5, "y": 0.45622675694054 }, { "x": 0.55, "y": 0.51045629855739 }, { "x": 0.6, "y": 0.55982085019311 }, { "x": 0.65, "y": 0.60444201641081 }, { "x": 0.7, "y": 0.64458078233595 }, { "x": 0.75, "y": 0.68056936361557 }, { "x": 0.8, "y": 0.71276802673462 }, { "x": 0.85, "y": 0.74153857409714 }, { "x": 0.9, "y": 0.76722876626729 }, { "x": 0.95, "y": 0.79016381397335 }, { "x": 1, "y": 0.81064236317251 }, { "x": 1.05, "y": 0.8289352731436 }, { "x": 1.1, "y": 0.84528607571762 }, { "x": 1.15, "y": 0.85991239529396 }, { "x": 1.2, "y": 0.87300786852136 }, { "x": 1.25, "y": 0.88474427334089 }, { "x": 1.3, "y": 0.89527368907058 }, { "x": 1.35, "y": 0.90473058214501 }, { "x": 1.4, "y": 0.91323375919626 } ] }, { "id": 681, "curve_id": "E8.21", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on an embankment: width of 20 m and height equal to 6 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": -1.07880966137192, "sigma": 0.7999999999999996, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00828408041177 }, { "x": 0.1, "y": 0.06304311343621 }, { "x": 0.15, "y": 0.15318042454313 }, { "x": 0.2, "y": 0.2535739202954 }, { "x": 0.25, "y": 0.35035735016359 }, { "x": 0.3, "y": 0.43783761577068 }, { "x": 0.35, "y": 0.51445228003023 }, { "x": 0.4, "y": 0.58049058102537 }, { "x": 0.45, "y": 0.63697227870336 }, { "x": 0.5, "y": 0.68512476709478 }, { "x": 0.55, "y": 0.7261518774706 }, { "x": 0.6, "y": 0.76114174523563 }, { "x": 0.65, "y": 0.79103951920015 }, { "x": 0.7, "y": 0.81664904294333 }, { "x": 0.75, "y": 0.83864628556399 }, { "x": 0.8, "y": 0.85759639310879 }, { "x": 0.85, "y": 0.87397067657923 }, { "x": 0.9, "y": 0.88816201531405 }, { "x": 0.95, "y": 0.90049818943715 }, { "x": 1, "y": 0.9112531307272 }, { "x": 1.05, "y": 0.92065628105153 }, { "x": 1.1, "y": 0.92890031357934 }, { "x": 1.15, "y": 0.93614747579851 }, { "x": 1.2, "y": 0.94253479060168 }, { "x": 1.25, "y": 0.94817831988184 }, { "x": 1.3, "y": 0.95317666243431 }, { "x": 1.35, "y": 0.95761382807067 }, { "x": 1.4, "y": 0.96156160396629 } ] }, { "id": 682, "curve_id": "E8.22", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways in cuts: width of 20 m and height equal to 6 meters. Soil type C. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": 0.25464221837108081, "sigma": 0.99999999999684441, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.255, σ=1.000, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00057626564252 }, { "x": 0.1, "y": 0.00527551228047 }, { "x": 0.15, "y": 0.01570804407669 }, { "x": 0.2, "y": 0.03115522616606 }, { "x": 0.25, "y": 0.05040529039807 }, { "x": 0.3, "y": 0.07233554824099 }, { "x": 0.35, "y": 0.09603765470909 }, { "x": 0.4, "y": 0.12081286464068 }, { "x": 0.45, "y": 0.14613614460502 }, { "x": 0.5, "y": 0.17161833920888 }, { "x": 0.55, "y": 0.19697408404318 }, { "x": 0.6, "y": 0.22199650420341 }, { "x": 0.65, "y": 0.2465378439842 }, { "x": 0.7, "y": 0.27049481563021 }, { "x": 0.75, "y": 0.29379756237049 }, { "x": 0.8, "y": 0.31640134526881 }, { "x": 0.85, "y": 0.33828027058881 }, { "x": 0.9, "y": 0.35942254449917 }, { "x": 0.95, "y": 0.37982687310563 }, { "x": 1, "y": 0.3994997241159 }, { "x": 1.05, "y": 0.41845323923329 }, { "x": 1.1, "y": 0.43670364002248 }, { "x": 1.15, "y": 0.45427000952424 }, { "x": 1.2, "y": 0.47117336109309 }, { "x": 1.25, "y": 0.48743592757571 }, { "x": 1.3, "y": 0.50308062006181 }, { "x": 1.35, "y": 0.51813061749528 }, { "x": 1.4, "y": 0.53260905749698 } ] }, { "id": 683, "curve_id": "E8.23", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways in cuts: width of 20 m and height equal to 4 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": 0.1043600153237907, "sigma": 0.99999999999952793, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.104, σ=1.000, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00096730176528 }, { "x": 0.1, "y": 0.00804329377628 }, { "x": 0.15, "y": 0.02267034348075 }, { "x": 0.2, "y": 0.04328292206468 }, { "x": 0.25, "y": 0.06802613005603 }, { "x": 0.3, "y": 0.09538022398758 }, { "x": 0.35, "y": 0.12421275163635 }, { "x": 0.4, "y": 0.15370996863241 }, { "x": 0.45, "y": 0.18329805450239 }, { "x": 0.5, "y": 0.21257826267402 }, { "x": 0.55, "y": 0.24127815311565 }, { "x": 0.6, "y": 0.26921606533436 }, { "x": 0.65, "y": 0.29627551257401 }, { "x": 0.7, "y": 0.32238676188856 }, { "x": 0.75, "y": 0.34751355817737 }, { "x": 0.8, "y": 0.37164352289477 }, { "x": 0.85, "y": 0.39478118422868 }, { "x": 0.9, "y": 0.41694290023078 }, { "x": 0.95, "y": 0.43815315096576 }, { "x": 1, "y": 0.45844182625787 }, { "x": 1.05, "y": 0.47784224133583 }, { "x": 1.1, "y": 0.49638968726098 }, { "x": 1.15, "y": 0.51412037594389 }, { "x": 1.2, "y": 0.53107067734799 }, { "x": 1.25, "y": 0.54727657364818 }, { "x": 1.3, "y": 0.56277327477708 }, { "x": 1.35, "y": 0.57759495411452 }, { "x": 1.4, "y": 0.59177457357428 } ] }, { "id": 684, "curve_id": "E8.24", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways in cuts: width of 20 m and height equal to 6 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/complete", "source_data_type": "median_dispersion", "mu": -0.0725706928348355, "sigma": 0.99999999999999978, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00173248327819 }, { "x": 0.1, "y": 0.01287324344853 }, { "x": 0.15, "y": 0.03403453573166 }, { "x": 0.2, "y": 0.06216291415838 }, { "x": 0.25, "y": 0.09446960651872 }, { "x": 0.3, "y": 0.12894294159753 }, { "x": 0.35, "y": 0.16422234567492 }, { "x": 0.4, "y": 0.19941293347184 }, { "x": 0.45, "y": 0.23393869535882 }, { "x": 0.5, "y": 0.26743915687688 }, { "x": 0.55, "y": 0.29969903776385 }, { "x": 0.6, "y": 0.33060074639918 }, { "x": 0.65, "y": 0.36009225026902 }, { "x": 0.7, "y": 0.38816524461817 }, { "x": 0.75, "y": 0.41484024096594 }, { "x": 0.8, "y": 0.44015633652132 }, { "x": 0.85, "y": 0.46416417458072 }, { "x": 0.9, "y": 0.48692109703045 }, { "x": 0.95, "y": 0.50848781340805 }, { "x": 1, "y": 0.52892612553131 }, { "x": 1.05, "y": 0.54829739037629 }, { "x": 1.1, "y": 0.56666150101269 }, { "x": 1.15, "y": 0.58407623168287 }, { "x": 1.2, "y": 0.60059683874682 }, { "x": 1.25, "y": 0.61627584090273 }, { "x": 1.3, "y": 0.63116292426774 }, { "x": 1.35, "y": 0.64530493353086 }, { "x": 1.4, "y": 0.65874592147403 } ] }, { "id": 685, "curve_id": "F7.14", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Granular symmetrical embankment with a height of 10 m, a crest width of 10 m, including two traffic lanes of 3.5 m each exposed to moisture ingress due to flood", "source_type": "Peer-reviewed", "source_abbrev": "McKenna et al. (2021)", "source_detail": "McKenna, G., Argyroudis, S. A., Winter, M. G., and Mitoulis, S. A.: Multiple hazard fragility analysis for granular highway embankments: Moisture ingress and scour, Transportation Geotechnics, 26, 100431, https://doi.org/10.1016/j.trgeo.2020.100431, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/Complete", "source_data_type": "figure_given", "mu": 0.42508628156217165, "sigma": 0.68469678190921335, "method": "Curve fitting", "mu_sigma_quality": 0.999126080371444, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.425, σ=0.685, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "Water Intensity Measure", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "0", "hazard_type": "Flooding", "num_points": 51, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.02, "y": 0 }, { "x": 0.04, "y": 0 }, { "x": 0.06, "y": 0 }, { "x": 0.08, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.12, "y": 0.004 }, { "x": 0.14, "y": 0.004 }, { "x": 0.16, "y": 0.004 }, { "x": 0.18, "y": 0.004 }, { "x": 0.2, "y": 0.005 }, { "x": 0.22, "y": 0.006 }, { "x": 0.24, "y": 0.007 }, { "x": 0.26, "y": 0.008 }, { "x": 0.28, "y": 0.01 }, { "x": 0.3, "y": 0.012 }, { "x": 0.32, "y": 0.014 }, { "x": 0.34, "y": 0.016 }, { "x": 0.36, "y": 0.019 }, { "x": 0.38, "y": 0.023 }, { "x": 0.4, "y": 0.028 }, { "x": 0.42, "y": 0.032 }, { "x": 0.44, "y": 0.037 }, { "x": 0.46, "y": 0.041 }, { "x": 0.48, "y": 0.046 }, { "x": 0.5, "y": 0.05 }, { "x": 0.52, "y": 0.055 }, { "x": 0.54, "y": 0.062 }, { "x": 0.56, "y": 0.07 }, { "x": 0.58, "y": 0.078 }, { "x": 0.6, "y": 0.086 }, { "x": 0.62, "y": 0.094 }, { "x": 0.64, "y": 0.102 }, { "x": 0.66, "y": 0.111 }, { "x": 0.68, "y": 0.119 }, { "x": 0.7, "y": 0.127 }, { "x": 0.72, "y": 0.135 }, { "x": 0.74, "y": 0.143 }, { "x": 0.76, "y": 0.152 }, { "x": 0.78, "y": 0.16 }, { "x": 0.8, "y": 0.169 }, { "x": 0.82, "y": 0.177 }, { "x": 0.84, "y": 0.187 }, { "x": 0.86, "y": 0.197 }, { "x": 0.88, "y": 0.208 }, { "x": 0.9, "y": 0.218 }, { "x": 0.92, "y": 0.229 }, { "x": 0.94, "y": 0.241 }, { "x": 0.96, "y": 0.252 }, { "x": 0.98, "y": 0.264 }, { "x": 1, "y": 0.27 } ] }, { "id": 686, "curve_id": "F7.15", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Granular symmetrical embankment with a height of 10 m, a crest width of 10 m, including two traffic lanes of 3.5 m each exposed to moisture ingress and scour effects due to flood. The scour depth ranges between 0.5 and 3.0 meter.", "source_type": "Peer-reviewed", "source_abbrev": "McKenna et al. (2021)", "source_detail": "McKenna, G., Argyroudis, S. A., Winter, M. G., and Mitoulis, S. A.: Multiple hazard fragility analysis for granular highway embankments: Moisture ingress and scour, Transportation Geotechnics, 26, 100431, https://doi.org/10.1016/j.trgeo.2020.100431, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/Complete", "source_data_type": "figure_given", "mu": 0.39449120706782881, "sigma": 0.67095384136669445, "method": "Curve fitting", "mu_sigma_quality": 0.9996727739363912, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.394, σ=0.671, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Water Intensity Measure", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Analytical", "geography": "0", "hazard_type": "Flooding", "num_points": 51, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.02, "y": 0 }, { "x": 0.04, "y": 0 }, { "x": 0.06, "y": 0 }, { "x": 0.08, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.12, "y": 0.001 }, { "x": 0.14, "y": 0.002 }, { "x": 0.16, "y": 0.002 }, { "x": 0.18, "y": 0.003 }, { "x": 0.2, "y": 0.003 }, { "x": 0.22, "y": 0.004 }, { "x": 0.24, "y": 0.005 }, { "x": 0.26, "y": 0.005 }, { "x": 0.28, "y": 0.006 }, { "x": 0.3, "y": 0.009 }, { "x": 0.32, "y": 0.011 }, { "x": 0.34, "y": 0.014 }, { "x": 0.36, "y": 0.017 }, { "x": 0.38, "y": 0.019 }, { "x": 0.4, "y": 0.023 }, { "x": 0.42, "y": 0.029 }, { "x": 0.44, "y": 0.035 }, { "x": 0.46, "y": 0.041 }, { "x": 0.48, "y": 0.047 }, { "x": 0.5, "y": 0.053 }, { "x": 0.52, "y": 0.059 }, { "x": 0.54, "y": 0.065 }, { "x": 0.56, "y": 0.073 }, { "x": 0.58, "y": 0.082 }, { "x": 0.6, "y": 0.09 }, { "x": 0.62, "y": 0.098 }, { "x": 0.64, "y": 0.107 }, { "x": 0.66, "y": 0.115 }, { "x": 0.68, "y": 0.123 }, { "x": 0.7, "y": 0.132 }, { "x": 0.72, "y": 0.141 }, { "x": 0.74, "y": 0.15 }, { "x": 0.76, "y": 0.16 }, { "x": 0.78, "y": 0.169 }, { "x": 0.8, "y": 0.178 }, { "x": 0.82, "y": 0.188 }, { "x": 0.84, "y": 0.197 }, { "x": 0.86, "y": 0.206 }, { "x": 0.88, "y": 0.215 }, { "x": 0.9, "y": 0.225 }, { "x": 0.92, "y": 0.234 }, { "x": 0.94, "y": 0.247 }, { "x": 0.96, "y": 0.26 }, { "x": 0.98, "y": 0.272 }, { "x": 1, "y": 0.283 } ] }, { "id": 687, "curve_id": "F7.15", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Granular symmetrical embankment with a height of 10 m, a crest width of 10 m, including two traffic lanes of 3.5 m each exposed to moisture ingress and scour effects due to flood. The scour depth ranges between 0.5 and 3.0 meter.", "source_type": "Peer-reviewed", "source_abbrev": "McKenna et al. (2021)", "source_detail": "McKenna, G., Argyroudis, S. A., Winter, M. G., and Mitoulis, S. A.: Multiple hazard fragility analysis for granular highway embankments: Moisture ingress and scour, Transportation Geotechnics, 26, 100431, https://doi.org/10.1016/j.trgeo.2020.100431, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/Complete", "source_data_type": "figure_given", "mu": 0.26197383652043266, "sigma": 0.68092335666513393, "method": "Curve fitting", "mu_sigma_quality": 0.99954087032441974, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.262, σ=0.681, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Water Intensity Measure", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Analytical", "geography": "0", "hazard_type": "Flooding", "num_points": 51, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.02, "y": 0 }, { "x": 0.04, "y": 0 }, { "x": 0.06, "y": 0 }, { "x": 0.08, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.12, "y": 0 }, { "x": 0.14, "y": 0.006 }, { "x": 0.16, "y": 0.007 }, { "x": 0.18, "y": 0.007 }, { "x": 0.2, "y": 0.008 }, { "x": 0.22, "y": 0.008 }, { "x": 0.24, "y": 0.01 }, { "x": 0.26, "y": 0.013 }, { "x": 0.28, "y": 0.016 }, { "x": 0.3, "y": 0.019 }, { "x": 0.32, "y": 0.022 }, { "x": 0.34, "y": 0.027 }, { "x": 0.36, "y": 0.031 }, { "x": 0.38, "y": 0.035 }, { "x": 0.4, "y": 0.042 }, { "x": 0.42, "y": 0.05 }, { "x": 0.44, "y": 0.058 }, { "x": 0.46, "y": 0.065 }, { "x": 0.48, "y": 0.072 }, { "x": 0.5, "y": 0.08 }, { "x": 0.52, "y": 0.088 }, { "x": 0.54, "y": 0.097 }, { "x": 0.56, "y": 0.106 }, { "x": 0.58, "y": 0.116 }, { "x": 0.6, "y": 0.127 }, { "x": 0.62, "y": 0.138 }, { "x": 0.64, "y": 0.149 }, { "x": 0.66, "y": 0.161 }, { "x": 0.68, "y": 0.172 }, { "x": 0.7, "y": 0.183 }, { "x": 0.72, "y": 0.193 }, { "x": 0.74, "y": 0.203 }, { "x": 0.76, "y": 0.213 }, { "x": 0.78, "y": 0.224 }, { "x": 0.8, "y": 0.235 }, { "x": 0.82, "y": 0.247 }, { "x": 0.84, "y": 0.259 }, { "x": 0.86, "y": 0.27 }, { "x": 0.88, "y": 0.283 }, { "x": 0.9, "y": 0.295 }, { "x": 0.92, "y": 0.307 }, { "x": 0.94, "y": 0.319 }, { "x": 0.96, "y": 0.331 }, { "x": 0.98, "y": 0.342 }, { "x": 1, "y": 0.354 } ] }, { "id": 688, "curve_id": "L7.1", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Major roads", "ci_detail": "Interstate and state highways, with four lanes or more, parkways", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/Complete", "source_data_type": "median_dispersion", "mu": 5.0265086442692786, "sigma": 0.69999999999635187, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=5.027, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 3.5E-13 }, { "x": 2, "y": 2.9984E-10 }, { "x": 3, "y": 1.004175E-08 }, { "x": 4, "y": 9.948028E-08 }, { "x": 5, "y": 5.2633055E-07 }, { "x": 6, "y": 1.90882733E-06 }, { "x": 7, "y": 5.39125833E-06 }, { "x": 8, "y": 1.276311784E-05 }, { "x": 9, "y": 2.651734316E-05 }, { "x": 10, "y": 4.985030117E-05 }, { "x": 11, "y": 8.661471151E-05 }, { "x": 12, "y": 0.00014123919933 }, { "x": 13, "y": 0.00021862740315 }, { "x": 14, "y": 0.00032404738167 }, { "x": 15, "y": 0.00046301952487 }, { "x": 16, "y": 0.00064120880431 }, { "x": 17, "y": 0.00086432520452 }, { "x": 18, "y": 0.00113803460989 }, { "x": 19, "y": 0.00146788124784 }, { "x": 20, "y": 0.00185922194779 }, { "x": 21, "y": 0.00231717190036 }, { "x": 22, "y": 0.00284656122942 }, { "x": 23, "y": 0.00345190146983 }, { "x": 24, "y": 0.00413736093292 }, { "x": 25, "y": 0.00490674790804 }, { "x": 26, "y": 0.00576350066605 }, { "x": 27, "y": 0.0067106832823 }, { "x": 28, "y": 0.00775098636782 }, { "x": 29, "y": 0.00888673187906 }, { "x": 30, "y": 0.01011988126284 }, { "x": 31, "y": 0.01145204627753 }, { "x": 32, "y": 0.01288450191396 }, { "x": 33, "y": 0.01441820091523 }, { "x": 34, "y": 0.01605378946532 }, { "x": 35, "y": 0.01779162367962 }, { "x": 36, "y": 0.01963178658747 }, { "x": 37, "y": 0.02157410534738 }, { "x": 38, "y": 0.02361816847963 }, { "x": 39, "y": 0.02576334294007 }, { "x": 40, "y": 0.02800879089221 }, { "x": 41, "y": 0.03035348606383 }, { "x": 42, "y": 0.03279622959923 }, { "x": 43, "y": 0.03533566533919 }, { "x": 44, "y": 0.03797029447891 }, { "x": 45, "y": 0.04069848956922 }, { "x": 46, "y": 0.04351850783899 }, { "x": 47, "y": 0.04642850382722 }, { "x": 48, "y": 0.049426541322 }, { "x": 49, "y": 0.05251060461061 }, { "x": 50, "y": 0.05567860905072 }, { "x": 51, "y": 0.05892841097727 }, { "x": 52, "y": 0.06225781696317 }, { "x": 53, "y": 0.06566459245469 }, { "x": 54, "y": 0.06914646980454 }, { "x": 55, "y": 0.07270115572683 }, { "x": 56, "y": 0.07632633819941 }, { "x": 57, "y": 0.0800196928394 }, { "x": 58, "y": 0.08377888877787 }, { "x": 59, "y": 0.08760159405978 }, { "x": 60, "y": 0.09148548059476 }, { "x": 61, "y": 0.09542822868403 }, { "x": 62, "y": 0.09942753114799 }, { "x": 63, "y": 0.10348109707831 }, { "x": 64, "y": 0.10758665523769 }, { "x": 65, "y": 0.11174195712934 }, { "x": 66, "y": 0.11594477975754 }, { "x": 67, "y": 0.12019292809963 }, { "x": 68, "y": 0.12448423730875 }, { "x": 69, "y": 0.12881657466593 }, { "x": 70, "y": 0.13318784129884 }, { "x": 71, "y": 0.1375959736841 }, { "x": 72, "y": 0.14203894494851 }, { "x": 73, "y": 0.14651476598428 }, { "x": 74, "y": 0.15102148639214 }, { "x": 75, "y": 0.15555719526545 }, { "x": 76, "y": 0.16012002182773 }, { "x": 77, "y": 0.1647081359352 }, { "x": 78, "y": 0.1693197484552 }, { "x": 79, "y": 0.17395311153077 }, { "x": 80, "y": 0.17860651874081 }, { "x": 81, "y": 0.18327830516485 }, { "x": 82, "y": 0.18796684736076 }, { "x": 83, "y": 0.19267056326309 }, { "x": 84, "y": 0.19738791200943 }, { "x": 85, "y": 0.20211739370139 }, { "x": 86, "y": 0.20685754910665 }, { "x": 87, "y": 0.2116069593078 }, { "x": 88, "y": 0.21636424530341 }, { "x": 89, "y": 0.22112806756649 }, { "x": 90, "y": 0.22589712556484 }, { "x": 91, "y": 0.23067015724776 }, { "x": 92, "y": 0.23544593850305 }, { "x": 93, "y": 0.24022328258803 }, { "x": 94, "y": 0.24500103953797 }, { "x": 95, "y": 0.24977809555524 }, { "x": 96, "y": 0.2545533723818 }, { "x": 97, "y": 0.25932582665802 }, { "x": 98, "y": 0.26409444927011 }, { "x": 99, "y": 0.26885826468846 }, { "x": 100, "y": 0.27361633029906 }, { "x": 101, "y": 0.27836773572973 }, { "x": 102, "y": 0.28311160217308 }, { "x": 103, "y": 0.2878470817077 }, { "x": 104, "y": 0.29257335661901 }, { "x": 105, "y": 0.29728963872116 }, { "x": 106, "y": 0.30199516868113 }, { "x": 107, "y": 0.30668921534613 }, { "x": 108, "y": 0.31137107507527 }, { "x": 109, "y": 0.31604007107641 }, { "x": 110, "y": 0.32069555274894 }, { "x": 111, "y": 0.32533689503325 }, { "x": 112, "y": 0.32996349776749 }, { "x": 113, "y": 0.33457478505222 }, { "x": 114, "y": 0.33917020462335 }, { "x": 115, "y": 0.34374922723396 }, { "x": 116, "y": 0.34831134604525 }, { "x": 117, "y": 0.35285607602699 }, { "x": 118, "y": 0.35738295336777 }, { "x": 119, "y": 0.36189153489527 }, { "x": 120, "y": 0.36638139750673 }, { "x": 121, "y": 0.37085213760981 }, { "x": 122, "y": 0.37530337057397 }, { "x": 123, "y": 0.37973473019236 }, { "x": 124, "y": 0.38414586815452 }, { "x": 125, "y": 0.38853645352961 } ] }, { "id": 689, "curve_id": "L7.2", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Urban roads", "ci_detail": "Intercity roads and other roads with two lanes", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/Complete", "source_data_type": "median_dispersion", "mu": 4.1102179123986229, "sigma": 0.69999999999245488, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.110, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 2.15623E-09 }, { "x": 2, "y": 5.2633055E-07 }, { "x": 3, "y": 8.45194998E-06 }, { "x": 4, "y": 4.985030117E-05 }, { "x": 5, "y": 0.00017676580133 }, { "x": 6, "y": 0.00046301952487 }, { "x": 7, "y": 0.00099450558819 }, { "x": 8, "y": 0.00185922194779 }, { "x": 9, "y": 0.00313946868939 }, { "x": 10, "y": 0.00490674790804 }, { "x": 11, "y": 0.00721904108464 }, { "x": 12, "y": 0.01011988126284 }, { "x": 13, "y": 0.01363864861266 }, { "x": 14, "y": 0.01779162367962 }, { "x": 15, "y": 0.02258345343763 }, { "x": 16, "y": 0.02800879089221 }, { "x": 17, "y": 0.03405395144303 }, { "x": 18, "y": 0.04069848956922 }, { "x": 19, "y": 0.0479166416322 }, { "x": 20, "y": 0.05567860905072 }, { "x": 21, "y": 0.06395167456318 }, { "x": 22, "y": 0.07270115572683 }, { "x": 23, "y": 0.0818912064282 }, { "x": 24, "y": 0.09148548059476 }, { "x": 25, "y": 0.10144767363076 }, { "x": 26, "y": 0.11174195712934 }, { "x": 27, "y": 0.12233332166499 }, { "x": 28, "y": 0.13318784129884 }, { "x": 29, "y": 0.14427287206209 }, { "x": 30, "y": 0.15555719526545 }, { "x": 31, "y": 0.16701111510446 }, { "x": 32, "y": 0.17860651874081 }, { "x": 33, "y": 0.19031690586572 }, { "x": 34, "y": 0.20211739370139 }, { "x": 35, "y": 0.21398470247147 }, { "x": 36, "y": 0.22589712556484 }, { "x": 37, "y": 0.23783448791954 }, { "x": 38, "y": 0.24977809555524 }, { "x": 39, "y": 0.26171067867201 }, { "x": 40, "y": 0.27361633029906 }, { "x": 41, "y": 0.28548044211116 }, { "x": 42, "y": 0.29728963872116 }, { "x": 43, "y": 0.30903171149872 }, { "x": 44, "y": 0.32069555274894 }, { "x": 45, "y": 0.33227109090422 }, { "x": 46, "y": 0.34374922723396 }, { "x": 47, "y": 0.35512177445278 }, { "x": 48, "y": 0.36638139750673 }, { "x": 49, "y": 0.37752155673413 }, { "x": 50, "y": 0.38853645352961 }, { "x": 51, "y": 0.3994209785858 }, { "x": 52, "y": 0.41017066274288 }, { "x": 53, "y": 0.42078163044144 }, { "x": 54, "y": 0.43125055574674 }, { "x": 55, "y": 0.4415746208912 }, { "x": 56, "y": 0.45175147726555 }, { "x": 57, "y": 0.46177920877748 }, { "x": 58, "y": 0.4716562974878 }, { "x": 59, "y": 0.4813815914284 }, { "x": 60, "y": 0.49095427450297 }, { "x": 61, "y": 0.50037383836946 }, { "x": 62, "y": 0.50964005620328 }, { "x": 63, "y": 0.51875295824106 }, { "x": 64, "y": 0.52771280900652 }, { "x": 65, "y": 0.5365200861226 }, { "x": 66, "y": 0.54517546061678 }, { "x": 67, "y": 0.55367977863025 }, { "x": 68, "y": 0.56203404444475 }, { "x": 69, "y": 0.57023940474501 }, { "x": 70, "y": 0.57829713403842 }, { "x": 71, "y": 0.58620862115754 }, { "x": 72, "y": 0.59397535677486 }, { "x": 73, "y": 0.60159892186301 }, { "x": 74, "y": 0.60908097703744 }, { "x": 75, "y": 0.61642325272218 }, { "x": 76, "y": 0.62362754008267 }, { "x": 77, "y": 0.63069568267313 }, { "x": 78, "y": 0.63762956874915 }, { "x": 79, "y": 0.64443112419914 }, { "x": 80, "y": 0.65110230605134 }, { "x": 81, "y": 0.65764509651575 }, { "x": 82, "y": 0.66406149752297 }, { "x": 83, "y": 0.67035352572451 }, { "x": 84, "y": 0.67652320792139 }, { "x": 85, "y": 0.68257257688998 }, { "x": 86, "y": 0.68850366757643 }, { "x": 87, "y": 0.69431851363236 }, { "x": 88, "y": 0.70001914426713 }, { "x": 89, "y": 0.70560758139293 }, { "x": 90, "y": 0.71108583704115 }, { "x": 91, "y": 0.71645591102953 }, { "x": 92, "y": 0.7217197888614 }, { "x": 93, "y": 0.72687943983925 }, { "x": 94, "y": 0.73193681537647 }, { "x": 95, "y": 0.73689384749184 }, { "x": 96, "y": 0.74175244747289 }, { "x": 97, "y": 0.74651450469479 }, { "x": 98, "y": 0.7511818855827 }, { "x": 99, "y": 0.75575643270619 }, { "x": 100, "y": 0.76023996399524 }, { "x": 101, "y": 0.76463427206799 }, { "x": 102, "y": 0.76894112366128 }, { "x": 103, "y": 0.77316225915548 }, { "x": 104, "y": 0.7772993921858 }, { "x": 105, "y": 0.78135420933296 }, { "x": 106, "y": 0.78532836988637 }, { "x": 107, "y": 0.78922350567365 }, { "x": 108, "y": 0.79304122095077 }, { "x": 109, "y": 0.79678309234742 }, { "x": 110, "y": 0.8004506688627 }, { "x": 111, "y": 0.80404547190654 }, { "x": 112, "y": 0.80756899538256 }, { "x": 113, "y": 0.81102270580857 }, { "x": 114, "y": 0.81440804247101 }, { "x": 115, "y": 0.81772641760995 }, { "x": 116, "y": 0.8209792166316 }, { "x": 117, "y": 0.82416779834554 }, { "x": 118, "y": 0.82729349522387 }, { "x": 119, "y": 0.83035761367993 }, { "x": 120, "y": 0.83336143436445 }, { "x": 121, "y": 0.83630621247681 }, { "x": 122, "y": 0.83919317808974 }, { "x": 123, "y": 0.84202353648562 }, { "x": 124, "y": 0.84479846850267 }, { "x": 125, "y": 0.84751913088973 } ] }, { "id": 690, "curve_id": "L8.1", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Interstate and state railways", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/Complete", "source_data_type": "median_dispersion", "mu": 5.0265086442692786, "sigma": 0.69999999999635187, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=5.027, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 3.5E-13 }, { "x": 2, "y": 2.9984E-10 }, { "x": 3, "y": 1.004175E-08 }, { "x": 4, "y": 9.948028E-08 }, { "x": 5, "y": 5.2633055E-07 }, { "x": 6, "y": 1.90882733E-06 }, { "x": 7, "y": 5.39125833E-06 }, { "x": 8, "y": 1.276311784E-05 }, { "x": 9, "y": 2.651734316E-05 }, { "x": 10, "y": 4.985030117E-05 }, { "x": 11, "y": 8.661471151E-05 }, { "x": 12, "y": 0.00014123919933 }, { "x": 13, "y": 0.00021862740315 }, { "x": 14, "y": 0.00032404738167 }, { "x": 15, "y": 0.00046301952487 }, { "x": 16, "y": 0.00064120880431 }, { "x": 17, "y": 0.00086432520452 }, { "x": 18, "y": 0.00113803460989 }, { "x": 19, "y": 0.00146788124784 }, { "x": 20, "y": 0.00185922194779 }, { "x": 21, "y": 0.00231717190036 }, { "x": 22, "y": 0.00284656122942 }, { "x": 23, "y": 0.00345190146983 }, { "x": 24, "y": 0.00413736093292 }, { "x": 25, "y": 0.00490674790804 }, { "x": 26, "y": 0.00576350066605 }, { "x": 27, "y": 0.0067106832823 }, { "x": 28, "y": 0.00775098636782 }, { "x": 29, "y": 0.00888673187906 }, { "x": 30, "y": 0.01011988126284 }, { "x": 31, "y": 0.01145204627753 }, { "x": 32, "y": 0.01288450191396 }, { "x": 33, "y": 0.01441820091523 }, { "x": 34, "y": 0.01605378946532 }, { "x": 35, "y": 0.01779162367962 }, { "x": 36, "y": 0.01963178658747 }, { "x": 37, "y": 0.02157410534738 }, { "x": 38, "y": 0.02361816847963 }, { "x": 39, "y": 0.02576334294007 }, { "x": 40, "y": 0.02800879089221 }, { "x": 41, "y": 0.03035348606383 }, { "x": 42, "y": 0.03279622959923 }, { "x": 43, "y": 0.03533566533919 }, { "x": 44, "y": 0.03797029447891 }, { "x": 45, "y": 0.04069848956922 }, { "x": 46, "y": 0.04351850783899 }, { "x": 47, "y": 0.04642850382722 }, { "x": 48, "y": 0.049426541322 }, { "x": 49, "y": 0.05251060461061 }, { "x": 50, "y": 0.05567860905072 }, { "x": 51, "y": 0.05892841097727 }, { "x": 52, "y": 0.06225781696317 }, { "x": 53, "y": 0.06566459245469 }, { "x": 54, "y": 0.06914646980454 }, { "x": 55, "y": 0.07270115572683 }, { "x": 56, "y": 0.07632633819941 }, { "x": 57, "y": 0.0800196928394 }, { "x": 58, "y": 0.08377888877787 }, { "x": 59, "y": 0.08760159405978 }, { "x": 60, "y": 0.09148548059476 }, { "x": 61, "y": 0.09542822868403 }, { "x": 62, "y": 0.09942753114799 }, { "x": 63, "y": 0.10348109707831 }, { "x": 64, "y": 0.10758665523769 }, { "x": 65, "y": 0.11174195712934 }, { "x": 66, "y": 0.11594477975754 }, { "x": 67, "y": 0.12019292809963 }, { "x": 68, "y": 0.12448423730875 }, { "x": 69, "y": 0.12881657466593 }, { "x": 70, "y": 0.13318784129884 }, { "x": 71, "y": 0.1375959736841 }, { "x": 72, "y": 0.14203894494851 }, { "x": 73, "y": 0.14651476598428 }, { "x": 74, "y": 0.15102148639214 }, { "x": 75, "y": 0.15555719526545 }, { "x": 76, "y": 0.16012002182773 }, { "x": 77, "y": 0.1647081359352 }, { "x": 78, "y": 0.1693197484552 }, { "x": 79, "y": 0.17395311153077 }, { "x": 80, "y": 0.17860651874081 }, { "x": 81, "y": 0.18327830516485 }, { "x": 82, "y": 0.18796684736076 }, { "x": 83, "y": 0.19267056326309 }, { "x": 84, "y": 0.19738791200943 }, { "x": 85, "y": 0.20211739370139 }, { "x": 86, "y": 0.20685754910665 }, { "x": 87, "y": 0.2116069593078 }, { "x": 88, "y": 0.21636424530341 }, { "x": 89, "y": 0.22112806756649 }, { "x": 90, "y": 0.22589712556484 }, { "x": 91, "y": 0.23067015724776 }, { "x": 92, "y": 0.23544593850305 }, { "x": 93, "y": 0.24022328258803 }, { "x": 94, "y": 0.24500103953797 }, { "x": 95, "y": 0.24977809555524 }, { "x": 96, "y": 0.2545533723818 }, { "x": 97, "y": 0.25932582665802 }, { "x": 98, "y": 0.26409444927011 }, { "x": 99, "y": 0.26885826468846 }, { "x": 100, "y": 0.27361633029906 }, { "x": 101, "y": 0.27836773572973 }, { "x": 102, "y": 0.28311160217308 }, { "x": 103, "y": 0.2878470817077 }, { "x": 104, "y": 0.29257335661901 }, { "x": 105, "y": 0.29728963872116 }, { "x": 106, "y": 0.30199516868113 }, { "x": 107, "y": 0.30668921534613 }, { "x": 108, "y": 0.31137107507527 }, { "x": 109, "y": 0.31604007107641 }, { "x": 110, "y": 0.32069555274894 }, { "x": 111, "y": 0.32533689503325 }, { "x": 112, "y": 0.32996349776749 }, { "x": 113, "y": 0.33457478505222 }, { "x": 114, "y": 0.33917020462335 }, { "x": 115, "y": 0.34374922723396 }, { "x": 116, "y": 0.34831134604525 }, { "x": 117, "y": 0.35285607602699 }, { "x": 118, "y": 0.35738295336777 }, { "x": 119, "y": 0.36189153489527 }, { "x": 120, "y": 0.36638139750673 }, { "x": 121, "y": 0.37085213760981 }, { "x": 122, "y": 0.37530337057397 }, { "x": 123, "y": 0.37973473019236 }, { "x": 124, "y": 0.38414586815452 }, { "x": 125, "y": 0.38853645352961 } ] }, { "id": 691, "curve_id": "L8.2", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "with buried tanks", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/Complete", "source_data_type": "median_dispersion", "mu": 4.1102179123984346, "sigma": 0.50000000000219247, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.110, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 4.12E-12 }, { "x": 3, "y": 8.5495E-10 }, { "x": 4, "y": 2.549158E-08 }, { "x": 5, "y": 2.8434131E-07 }, { "x": 6, "y": 1.76822265E-06 }, { "x": 7, "y": 7.50248085E-06 }, { "x": 8, "y": 2.437370104E-05 }, { "x": 9, "y": 6.512466895E-05 }, { "x": 10, "y": 0.00015001990182 }, { "x": 11, "y": 0.00030780130475 }, { "x": 12, "y": 0.00057576318581 }, { "x": 13, "y": 0.00099897418167 }, { "x": 14, "y": 0.00162880940634 }, { "x": 15, "y": 0.0025210210582 }, { "x": 16, "y": 0.00373358381742 }, { "x": 17, "y": 0.00532452310632 }, { "x": 18, "y": 0.00734988815582 }, { "x": 19, "y": 0.00986198126803 }, { "x": 20, "y": 0.01290790795714 }, { "x": 21, "y": 0.01652847393853 }, { "x": 22, "y": 0.02075742554658 }, { "x": 23, "y": 0.02562100972548 }, { "x": 24, "y": 0.03113781701649 }, { "x": 25, "y": 0.03731886440275 }, { "x": 26, "y": 0.04416787291407 }, { "x": 27, "y": 0.05168169615982 }, { "x": 28, "y": 0.05985085931011 }, { "x": 29, "y": 0.06866017259624 }, { "x": 30, "y": 0.07808938849583 }, { "x": 31, "y": 0.08811387694188 }, { "x": 32, "y": 0.09870529784251 }, { "x": 33, "y": 0.10983225473086 }, { "x": 34, "y": 0.12146091738357 }, { "x": 35, "y": 0.13355560471282 }, { "x": 36, "y": 0.14607932215674 }, { "x": 37, "y": 0.15899425019615 }, { "x": 38, "y": 0.17226218255991 }, { "x": 39, "y": 0.18584491419944 }, { "x": 40, "y": 0.19970458027345 }, { "x": 41, "y": 0.21380394823891 }, { "x": 42, "y": 0.22810666574729 }, { "x": 43, "y": 0.24257746744021 }, { "x": 44, "y": 0.25718234396766 }, { "x": 45, "y": 0.27188867664972 }, { "x": 46, "y": 0.28666534119911 }, { "x": 47, "y": 0.3014827838419 }, { "x": 48, "y": 0.31631307303839 }, { "x": 49, "y": 0.33112992983176 }, { "x": 50, "y": 0.34590873965302 }, { "x": 51, "y": 0.36062654819678 }, { "x": 52, "y": 0.37526204376253 }, { "x": 53, "y": 0.3897955282368 }, { "x": 54, "y": 0.40420887867667 }, { "x": 55, "y": 0.41848550124944 }, { "x": 56, "y": 0.43261027908794 }, { "x": 57, "y": 0.44656951543811 }, { "x": 58, "y": 0.46035087330623 }, { "x": 59, "y": 0.47394331265695 }, { "x": 60, "y": 0.48733702607118 }, { "x": 61, "y": 0.50052337364371 }, { "x": 62, "y": 0.51349481778418 }, { "x": 63, "y": 0.52624485848078 }, { "x": 64, "y": 0.53876796949324 }, { "x": 65, "y": 0.55105953585913 }, { "x": 66, "y": 0.56311579302518 }, { "x": 67, "y": 0.57493376785134 }, { "x": 68, "y": 0.58651122167969 }, { "x": 69, "y": 0.59784659561232 }, { "x": 70, "y": 0.60893895810006 }, { "x": 71, "y": 0.61978795490879 }, { "x": 72, "y": 0.63039376149905 }, { "x": 73, "y": 0.64075703782913 }, { "x": 74, "y": 0.65087888557027 }, { "x": 75, "y": 0.66076080770423 }, { "x": 76, "y": 0.67040467045923 }, { "x": 77, "y": 0.67981266752787 }, { "x": 78, "y": 0.68898728650145 }, { "x": 79, "y": 0.69793127744753 }, { "x": 80, "y": 0.70664762355209 }, { "x": 81, "y": 0.71513951374367 }, { "x": 82, "y": 0.72341031721432 }, { "x": 83, "y": 0.73146355975045 }, { "x": 84, "y": 0.73930290178644 }, { "x": 85, "y": 0.74693211809389 }, { "x": 86, "y": 0.75435507902056 }, { "x": 87, "y": 0.76157573319415 }, { "x": 88, "y": 0.76859809160861 }, { "x": 89, "y": 0.77542621301221 }, { "x": 90, "y": 0.78206419051972 }, { "x": 91, "y": 0.78851613937357 }, { "x": 92, "y": 0.79478618578179 }, { "x": 93, "y": 0.80087845676339 }, { "x": 94, "y": 0.80679707093531 }, { "x": 95, "y": 0.81254613017756 }, { "x": 96, "y": 0.81812971211686 }, { "x": 97, "y": 0.82355186337165 }, { "x": 98, "y": 0.82881659350456 }, { "x": 99, "y": 0.83392786963143 }, { "x": 100, "y": 0.83888961163863 }, { "x": 101, "y": 0.84370568796333 }, { "x": 102, "y": 0.84837991189398 }, { "x": 103, "y": 0.8529160383509 }, { "x": 104, "y": 0.8573177611093 }, { "x": 105, "y": 0.86158871042933 }, { "x": 106, "y": 0.8657324510602 }, { "x": 107, "y": 0.86975248058736 }, { "x": 108, "y": 0.87365222809395 }, { "x": 109, "y": 0.87743505310946 }, { "x": 110, "y": 0.88110424482055 }, { "x": 111, "y": 0.88466302152066 }, { "x": 112, "y": 0.88811453027657 }, { "x": 113, "y": 0.89146184679179 }, { "x": 114, "y": 0.89470797544796 }, { "x": 115, "y": 0.89785584950686 }, { "x": 116, "y": 0.90090833145697 }, { "x": 117, "y": 0.90386821348957 }, { "x": 118, "y": 0.9067382180907 }, { "x": 119, "y": 0.90952099873612 }, { "x": 120, "y": 0.91221914067764 }, { "x": 121, "y": 0.91483516180992 }, { "x": 122, "y": 0.9173715136078 }, { "x": 123, "y": 0.91983058212502 }, { "x": 124, "y": 0.92221468904581 }, { "x": 125, "y": 0.9245260927818 } ] }, { "id": 692, "curve_id": "L8.3", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Embankments, cuts, abutments, slopes, tracks", "source_type": "Peer-reviewed", "source_abbrev": "Argyroudis and Kaynia (2014)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Fragility Functions of Highway and Railway Infrastructure, in: SYNER-G: Typology Definition and Fragility Functions for Physical Elements at Seismic Risk., vol. 27, edited by: Pitilakis, K., Crowley, H., and Kaynia, A. M., Springer, Dordrecht, 299–326, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/Complete", "source_data_type": "datapoints_given", "mu": 2.995732273446106, "sigma": 0.70000000040678012, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.996, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Discontinuous", "uncertainty": "Yes", "derivation": "Expert Opinion", "geography": "0", "hazard_type": "Landslide", "num_points": 141, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 9.36073763E-06 }, { "x": 2, "y": 0.00050199315434 }, { "x": 3, "y": 0.00336242225908 }, { "x": 4, "y": 0.01074687714473 }, { "x": 5, "y": 0.02382814827152 }, { "x": 6, "y": 0.04271975195596 }, { "x": 7, "y": 0.06684011898053 }, { "x": 8, "y": 0.09526941785499 }, { "x": 9, "y": 0.12699213147864 }, { "x": 10, "y": 0.16103567984645 }, { "x": 11, "y": 0.19653785122729 }, { "x": 12, "y": 0.23277123373271 }, { "x": 13, "y": 0.26914392047612 }, { "x": 14, "y": 0.30518841372379 }, { "x": 15, "y": 0.34054565711074 }, { "x": 16, "y": 0.37494799909215 }, { "x": 17, "y": 0.40820302796365 }, { "x": 18, "y": 0.44017914980689 }, { "x": 19, "y": 0.4707931911379 }, { "x": 20, "y": 0.5 }, { "x": 21, "y": 0.52778387244431 }, { "x": 22, "y": 0.55415157421849 }, { "x": 23, "y": 0.57912671821187 }, { "x": 24, "y": 0.60274527276959 }, { "x": 25, "y": 0.62505200090785 }, { "x": 26, "y": 0.64609765840983 }, { "x": 27, "y": 0.66593680598038 }, { "x": 28, "y": 0.68462611532133 }, { "x": 29, "y": 0.70222307050273 }, { "x": 30, "y": 0.71878498428334 }, { "x": 31, "y": 0.73436826429799 }, { "x": 32, "y": 0.74902787662733 }, { "x": 33, "y": 0.76281696457512 }, { "x": 34, "y": 0.77578658886274 }, { "x": 35, "y": 0.78798556223931 }, { "x": 36, "y": 0.79946035698321 }, { "x": 37, "y": 0.8102550681788 }, { "x": 38, "y": 0.82041141919188 }, { "x": 39, "y": 0.82996879860603 }, { "x": 40, "y": 0.83896432015355 }, { "x": 41, "y": 0.84743289899171 }, { "x": 42, "y": 0.85540733912539 }, { "x": 43, "y": 0.86291842793375 }, { "x": 44, "y": 0.86999503467966 }, { "x": 45, "y": 0.87666421061233 }, { "x": 46, "y": 0.88295128885447 }, { "x": 47, "y": 0.88887998272448 }, { "x": 48, "y": 0.89447248150687 }, { "x": 49, "y": 0.89974954296896 }, { "x": 50, "y": 0.90473058214501 }, { "x": 51, "y": 0.90943375608247 }, { "x": 52, "y": 0.91387604437927 }, { "x": 53, "y": 0.91807332544405 }, { "x": 54, "y": 0.92204044848883 }, { "x": 55, "y": 0.92579130132229 }, { "x": 56, "y": 0.92933887405397 }, { "x": 57, "y": 0.93269531885028 }, { "x": 58, "y": 0.93587200590382 }, { "x": 59, "y": 0.9388795757907 }, { "x": 60, "y": 0.94172798839793 }, { "x": 61, "y": 0.94442656860574 }, { "x": 62, "y": 0.94698404890947 }, { "x": 63, "y": 0.94940860916244 }, { "x": 64, "y": 0.95170791361647 }, { "x": 65, "y": 0.95388914543056 }, { "x": 66, "y": 0.95595903881111 }, { "x": 67, "y": 0.95792390893952 }, { "x": 68, "y": 0.95978967983495 }, { "x": 69, "y": 0.96156191029207 }, { "x": 70, "y": 0.9632458180254 }, { "x": 71, "y": 0.96484630214401 }, { "x": 72, "y": 0.96636796407285 }, { "x": 73, "y": 0.96781512702894 }, { "x": 74, "y": 0.96919185415441 }, { "x": 75, "y": 0.97050196540064 }, { "x": 76, "y": 0.97174905325213 }, { "x": 77, "y": 0.97293649737207 }, { "x": 78, "y": 0.97406747824628 }, { "x": 79, "y": 0.97514498989638 }, { "x": 80, "y": 0.97617185172848 }, { "x": 81, "y": 0.97715071957856 }, { "x": 82, "y": 0.97808409601163 }, { "x": 83, "y": 0.97897433992739 }, { "x": 84, "y": 0.97982367552155 }, { "x": 85, "y": 0.98063420064815 }, { "x": 86, "y": 0.98140789462526 }, { "x": 87, "y": 0.98214662552301 }, { "x": 88, "y": 0.98285215697029 }, { "x": 89, "y": 0.9835261545138 }, { "x": 90, "y": 0.98417019156067 }, { "x": 91, "y": 0.98478575493349 }, { "x": 92, "y": 0.98537425006464 }, { "x": 93, "y": 0.98593700585495 }, { "x": 94, "y": 0.98647527921953 }, { "x": 95, "y": 0.98699025934243 }, { "x": 96, "y": 0.98748307165994 }, { "x": 97, "y": 0.98795478159093 }, { "x": 98, "y": 0.98840639803148 }, { "x": 99, "y": 0.98883887662967 }, { "x": 100, "y": 0.98925312285527 }, { "x": 101, "y": 0.98964999487813 }, { "x": 102, "y": 0.99003030626798 }, { "x": 103, "y": 0.99039482852756 }, { "x": 104, "y": 0.99074429347001 }, { "x": 105, "y": 0.99107939545085 }, { "x": 106, "y": 0.99140079346413 }, { "x": 107, "y": 0.99170911311141 }, { "x": 108, "y": 0.99200494845216 }, { "x": 109, "y": 0.99228886374293 }, { "x": 110, "y": 0.9925613950727 }, { "x": 111, "y": 0.99282305190092 }, { "x": 112, "y": 0.99307431850458 }, { "x": 113, "y": 0.99331565533995 }, { "x": 114, "y": 0.99354750032454 }, { "x": 115, "y": 0.99377027004423 }, { "x": 116, "y": 0.99398436089023 }, { "x": 117, "y": 0.99419015013038 }, { "x": 118, "y": 0.99438799691876 }, { "x": 119, "y": 0.99457824324743 }, { "x": 120, "y": 0.99476121484398 }, { "x": 121, "y": 0.9949372220181 }, { "x": 122, "y": 0.9951065604603 }, { "x": 123, "y": 0.9952695119958 }, { "x": 124, "y": 0.99542634529613 }, { "x": 125, "y": 0.99557731655112 }, { "x": 126, "y": 0.99572267010364 }, { "x": 127, "y": 0.99586263904928 }, { "x": 128, "y": 0.99599744580305 }, { "x": 129, "y": 0.99612730263506 }, { "x": 130, "y": 0.99625241217713 }, { "x": 131, "y": 0.99637296790179 }, { "x": 132, "y": 0.9964891545755 }, { "x": 133, "y": 0.99660114868753 }, { "x": 134, "y": 0.9967091188558 }, { "x": 135, "y": 0.99681322621126 }, { "x": 136, "y": 0.99691362476173 }, { "x": 137, "y": 0.99701046173661 }, { "x": 138, "y": 0.99710387791345 }, { "x": 139, "y": 0.99719400792749 }, { "x": 140, "y": 0.99728098056492 } ] }, { "id": 693, "curve_id": "L9.2", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "with buried tanks", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Extensive/Complete", "source_data_type": "median_dispersion", "mu": 4.1102179123984346, "sigma": 0.50000000000219247, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.110, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 4.12E-12 }, { "x": 3, "y": 8.5495E-10 }, { "x": 4, "y": 2.549158E-08 }, { "x": 5, "y": 2.8434131E-07 }, { "x": 6, "y": 1.76822265E-06 }, { "x": 7, "y": 7.50248085E-06 }, { "x": 8, "y": 2.437370104E-05 }, { "x": 9, "y": 6.512466895E-05 }, { "x": 10, "y": 0.00015001990182 }, { "x": 11, "y": 0.00030780130475 }, { "x": 12, "y": 0.00057576318581 }, { "x": 13, "y": 0.00099897418167 }, { "x": 14, "y": 0.00162880940634 }, { "x": 15, "y": 0.0025210210582 }, { "x": 16, "y": 0.00373358381742 }, { "x": 17, "y": 0.00532452310632 }, { "x": 18, "y": 0.00734988815582 }, { "x": 19, "y": 0.00986198126803 }, { "x": 20, "y": 0.01290790795714 }, { "x": 21, "y": 0.01652847393853 }, { "x": 22, "y": 0.02075742554658 }, { "x": 23, "y": 0.02562100972548 }, { "x": 24, "y": 0.03113781701649 }, { "x": 25, "y": 0.03731886440275 }, { "x": 26, "y": 0.04416787291407 }, { "x": 27, "y": 0.05168169615982 }, { "x": 28, "y": 0.05985085931011 }, { "x": 29, "y": 0.06866017259624 }, { "x": 30, "y": 0.07808938849583 }, { "x": 31, "y": 0.08811387694188 }, { "x": 32, "y": 0.09870529784251 }, { "x": 33, "y": 0.10983225473086 }, { "x": 34, "y": 0.12146091738357 }, { "x": 35, "y": 0.13355560471282 }, { "x": 36, "y": 0.14607932215674 }, { "x": 37, "y": 0.15899425019615 }, { "x": 38, "y": 0.17226218255991 }, { "x": 39, "y": 0.18584491419944 }, { "x": 40, "y": 0.19970458027345 }, { "x": 41, "y": 0.21380394823891 }, { "x": 42, "y": 0.22810666574729 }, { "x": 43, "y": 0.24257746744021 }, { "x": 44, "y": 0.25718234396766 }, { "x": 45, "y": 0.27188867664972 }, { "x": 46, "y": 0.28666534119911 }, { "x": 47, "y": 0.3014827838419 }, { "x": 48, "y": 0.31631307303839 }, { "x": 49, "y": 0.33112992983176 }, { "x": 50, "y": 0.34590873965302 }, { "x": 51, "y": 0.36062654819678 }, { "x": 52, "y": 0.37526204376253 }, { "x": 53, "y": 0.3897955282368 }, { "x": 54, "y": 0.40420887867667 }, { "x": 55, "y": 0.41848550124944 }, { "x": 56, "y": 0.43261027908794 }, { "x": 57, "y": 0.44656951543811 }, { "x": 58, "y": 0.46035087330623 }, { "x": 59, "y": 0.47394331265695 }, { "x": 60, "y": 0.48733702607118 }, { "x": 61, "y": 0.50052337364371 }, { "x": 62, "y": 0.51349481778418 }, { "x": 63, "y": 0.52624485848078 }, { "x": 64, "y": 0.53876796949324 }, { "x": 65, "y": 0.55105953585913 }, { "x": 66, "y": 0.56311579302518 }, { "x": 67, "y": 0.57493376785134 }, { "x": 68, "y": 0.58651122167969 }, { "x": 69, "y": 0.59784659561232 }, { "x": 70, "y": 0.60893895810006 }, { "x": 71, "y": 0.61978795490879 }, { "x": 72, "y": 0.63039376149905 }, { "x": 73, "y": 0.64075703782913 }, { "x": 74, "y": 0.65087888557027 }, { "x": 75, "y": 0.66076080770423 }, { "x": 76, "y": 0.67040467045923 }, { "x": 77, "y": 0.67981266752787 }, { "x": 78, "y": 0.68898728650145 }, { "x": 79, "y": 0.69793127744753 }, { "x": 80, "y": 0.70664762355209 }, { "x": 81, "y": 0.71513951374367 }, { "x": 82, "y": 0.72341031721432 }, { "x": 83, "y": 0.73146355975045 }, { "x": 84, "y": 0.73930290178644 }, { "x": 85, "y": 0.74693211809389 }, { "x": 86, "y": 0.75435507902056 }, { "x": 87, "y": 0.76157573319415 }, { "x": 88, "y": 0.76859809160861 }, { "x": 89, "y": 0.77542621301221 }, { "x": 90, "y": 0.78206419051972 }, { "x": 91, "y": 0.78851613937357 }, { "x": 92, "y": 0.79478618578179 }, { "x": 93, "y": 0.80087845676339 }, { "x": 94, "y": 0.80679707093531 }, { "x": 95, "y": 0.81254613017756 }, { "x": 96, "y": 0.81812971211686 }, { "x": 97, "y": 0.82355186337165 }, { "x": 98, "y": 0.82881659350456 }, { "x": 99, "y": 0.83392786963143 }, { "x": 100, "y": 0.83888961163863 }, { "x": 101, "y": 0.84370568796333 }, { "x": 102, "y": 0.84837991189398 }, { "x": 103, "y": 0.8529160383509 }, { "x": 104, "y": 0.8573177611093 }, { "x": 105, "y": 0.86158871042933 }, { "x": 106, "y": 0.8657324510602 }, { "x": 107, "y": 0.86975248058736 }, { "x": 108, "y": 0.87365222809395 }, { "x": 109, "y": 0.87743505310946 }, { "x": 110, "y": 0.88110424482055 }, { "x": 111, "y": 0.88466302152066 }, { "x": 112, "y": 0.88811453027657 }, { "x": 113, "y": 0.89146184679179 }, { "x": 114, "y": 0.89470797544796 }, { "x": 115, "y": 0.89785584950686 }, { "x": 116, "y": 0.90090833145697 }, { "x": 117, "y": 0.90386821348957 }, { "x": 118, "y": 0.9067382180907 }, { "x": 119, "y": 0.90952099873612 }, { "x": 120, "y": 0.91221914067764 }, { "x": 121, "y": 0.91483516180992 }, { "x": 122, "y": 0.9173715136078 }, { "x": 123, "y": 0.91983058212502 }, { "x": 124, "y": 0.92221468904581 }, { "x": 125, "y": 0.9245260927818 } ] }, { "id": 694, "curve_id": "E9.10", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 39.3 m; total design weight is 8.89 MN; Design base shear is 1867.8; and design periods is 1.05 sec; seismic environment: PGA/PGV > 1.2 g/m/s (high category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Little or no repair", "source_data_type": "figure_given", "mu": -0.759673478891344, "sigma": 0.53647937121132616, "method": "Curve fitting", "mu_sigma_quality": 0.99897762727465922, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.760, σ=0.536, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0.005 }, { "x": 0.2, "y": 0.07666666666667 }, { "x": 0.25, "y": 0.14833333333333 }, { "x": 0.3, "y": 0.22 }, { "x": 0.35, "y": 0.3 }, { "x": 0.4, "y": 0.38 }, { "x": 0.45, "y": 0.46 }, { "x": 0.5, "y": 0.53166666666667 }, { "x": 0.55, "y": 0.60333333333333 }, { "x": 0.6, "y": 0.675 }, { "x": 0.65, "y": 0.72 }, { "x": 0.7, "y": 0.765 }, { "x": 0.75, "y": 0.81 }, { "x": 0.8, "y": 0.84 }, { "x": 0.85, "y": 0.87 }, { "x": 0.9, "y": 0.9 }, { "x": 0.95, "y": 0.915 }, { "x": 1, "y": 0.93 }, { "x": 1.05, "y": 0.945 }, { "x": 1.1, "y": 0.955 }, { "x": 1.15, "y": 0.965 }, { "x": 1.2, "y": 0.975 }, { "x": 1.25, "y": 0.97833333333333 }, { "x": 1.3, "y": 0.98166666666667 }, { "x": 1.35, "y": 0.985 }, { "x": 1.4, "y": 0.98666666666667 }, { "x": 1.45, "y": 0.98833333333333 }, { "x": 1.5, "y": 0.99 } ] }, { "id": 695, "curve_id": "E9.11", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 51.7 m; total design weight is 15.02 MN; Design base shear is 3154.7; and design periods is 1.81 sec; seismic environment: PGA/PGV < 0.8 g/m/s (low category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Little or no repair", "source_data_type": "figure_given", "mu": -1.56120042495504, "sigma": 0.42692669737431038, "method": "Curve fitting", "mu_sigma_quality": 0.99809648843764087, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.561, σ=0.427, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0.25 }, { "x": 0.2, "y": 0.44333333333333 }, { "x": 0.25, "y": 0.63666666666667 }, { "x": 0.3, "y": 0.83 }, { "x": 0.35, "y": 0.87666666666667 }, { "x": 0.4, "y": 0.92333333333333 }, { "x": 0.45, "y": 0.97 }, { "x": 0.5, "y": 0.97833333333333 }, { "x": 0.55, "y": 0.98666666666667 }, { "x": 0.6, "y": 0.995 }, { "x": 0.65, "y": 0.99666666666667 }, { "x": 0.7, "y": 0.99833333333333 }, { "x": 0.75, "y": 1 }, { "x": 0.8, "y": 1 }, { "x": 0.85, "y": 1 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 } ] }, { "id": 696, "curve_id": "E9.12", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 51.7 m; total design weight is 15.02 MN; Design base shear is 3154.7; and design periods is 1.81 sec; seismic environment: PGA/PGV between 0.8-1.2 g/m/s (medium category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Little or no repair", "source_data_type": "figure_given", "mu": -1.21712511878997, "sigma": 0.47796357370535353, "method": "Curve fitting", "mu_sigma_quality": 0.999003518325754, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.217, σ=0.478, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0.0885 }, { "x": 0.2, "y": 0.22733333333333 }, { "x": 0.25, "y": 0.36616666666667 }, { "x": 0.3, "y": 0.505 }, { "x": 0.35, "y": 0.61 }, { "x": 0.4, "y": 0.715 }, { "x": 0.45, "y": 0.82 }, { "x": 0.5, "y": 0.86333333333333 }, { "x": 0.55, "y": 0.90666666666667 }, { "x": 0.6, "y": 0.95 }, { "x": 0.65, "y": 0.96166666666667 }, { "x": 0.7, "y": 0.97333333333333 }, { "x": 0.75, "y": 0.985 }, { "x": 0.8, "y": 0.99 }, { "x": 0.85, "y": 0.995 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 } ] }, { "id": 697, "curve_id": "E9.13", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 51.7 m; total design weight is 15.02 MN; Design base shear is 3154.7; and design periods is 1.81 sec; seismic environment: PGA/PGV > 1.2 g/m/s (high category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Little or no repair", "source_data_type": "figure_given", "mu": -0.788115037243565, "sigma": 0.41067767440167025, "method": "Curve fitting", "mu_sigma_quality": 0.99924192807539713, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.788, σ=0.411, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0.01 }, { "x": 0.2, "y": 0.05666666666667 }, { "x": 0.25, "y": 0.10333333333333 }, { "x": 0.3, "y": 0.15 }, { "x": 0.35, "y": 0.26 }, { "x": 0.4, "y": 0.37 }, { "x": 0.45, "y": 0.48 }, { "x": 0.5, "y": 0.57666666666667 }, { "x": 0.55, "y": 0.67333333333333 }, { "x": 0.6, "y": 0.77 }, { "x": 0.65, "y": 0.81166666666667 }, { "x": 0.7, "y": 0.85333333333333 }, { "x": 0.75, "y": 0.895 }, { "x": 0.8, "y": 0.91666666666667 }, { "x": 0.85, "y": 0.93833333333333 }, { "x": 0.9, "y": 0.96 }, { "x": 0.95, "y": 0.96666666666667 }, { "x": 1, "y": 0.97333333333333 }, { "x": 1.05, "y": 0.98 }, { "x": 1.1, "y": 0.98333333333333 }, { "x": 1.15, "y": 0.98666666666667 }, { "x": 1.2, "y": 0.99 }, { "x": 1.25, "y": 0.99333333333333 }, { "x": 1.3, "y": 0.99666666666667 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 } ] }, { "id": 698, "curve_id": "E9.5", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 23.7 m; total design weight is 4.20 MN; Design base shear is 980..4; and design periods is 0.44 sec; seismic environment: PGA/PGV < 0.8 g/m/s (low category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Little or no repair", "source_data_type": "figure_given", "mu": -0.872814959869921, "sigma": 0.91667970470630211, "method": "Curve fitting", "mu_sigma_quality": 0.99531592424683768, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.873, σ=0.917, R²=0.995; Mu/sigma can be used for reconstruction (quality: 0.995); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0.18 }, { "x": 0.2, "y": 0.24333333333333 }, { "x": 0.25, "y": 0.30666666666667 }, { "x": 0.3, "y": 0.37 }, { "x": 0.35, "y": 0.42 }, { "x": 0.4, "y": 0.47 }, { "x": 0.45, "y": 0.52 }, { "x": 0.5, "y": 0.56 }, { "x": 0.55, "y": 0.6 }, { "x": 0.6, "y": 0.64 }, { "x": 0.65, "y": 0.67 }, { "x": 0.7, "y": 0.7 }, { "x": 0.75, "y": 0.73 }, { "x": 0.8, "y": 0.75333333333333 }, { "x": 0.85, "y": 0.77666666666667 }, { "x": 0.9, "y": 0.8 }, { "x": 0.95, "y": 0.81666666666667 }, { "x": 1, "y": 0.83333333333333 }, { "x": 1.05, "y": 0.85 }, { "x": 1.1, "y": 0.86166666666667 }, { "x": 1.15, "y": 0.87333333333333 }, { "x": 1.2, "y": 0.885 }, { "x": 1.25, "y": 0.89333333333333 }, { "x": 1.3, "y": 0.90166666666667 }, { "x": 1.35, "y": 0.91 }, { "x": 1.4, "y": 0.92 }, { "x": 1.45, "y": 0.93 }, { "x": 1.5, "y": 0.94 } ] }, { "id": 699, "curve_id": "E9.6", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 23.7 m; total design weight is 4.20 MN; Design base shear is 980..4; and design periods is 0.44 sec; seismic environment: PGA/PGV between 0.8-1.2 g/m/s (medium category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Little or no repair", "source_data_type": "figure_given", "mu": -0.781971810863482, "sigma": 0.43716860577892891, "method": "Curve fitting", "mu_sigma_quality": 0.99939614669247, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.782, σ=0.437, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0.005 }, { "x": 0.15, "y": 0.01 }, { "x": 0.2, "y": 0.06 }, { "x": 0.25, "y": 0.11 }, { "x": 0.3, "y": 0.16 }, { "x": 0.35, "y": 0.26666666666667 }, { "x": 0.4, "y": 0.37333333333333 }, { "x": 0.45, "y": 0.48 }, { "x": 0.5, "y": 0.56833333333333 }, { "x": 0.55, "y": 0.65666666666667 }, { "x": 0.6, "y": 0.745 }, { "x": 0.65, "y": 0.79 }, { "x": 0.7, "y": 0.835 }, { "x": 0.75, "y": 0.88 }, { "x": 0.8, "y": 0.9 }, { "x": 0.85, "y": 0.92 }, { "x": 0.9, "y": 0.94 }, { "x": 0.95, "y": 0.95333333333333 }, { "x": 1, "y": 0.96666666666667 }, { "x": 1.05, "y": 0.98 }, { "x": 1.1, "y": 0.98333333333333 }, { "x": 1.15, "y": 0.98666666666667 }, { "x": 1.2, "y": 0.99 }, { "x": 1.25, "y": 0.99166666666667 }, { "x": 1.3, "y": 0.99333333333333 }, { "x": 1.35, "y": 0.995 }, { "x": 1.4, "y": 0.99666666666667 }, { "x": 1.45, "y": 0.99833333333333 }, { "x": 1.5, "y": 1 } ] }, { "id": 700, "curve_id": "E9.7", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 23.7 m; total design weight is 4.20 MN; Design base shear is 980..4; and design periods is 0.44 sec.; seismic environment: PGA/PGV > 1.2 g/m/s (high category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Little or no repair", "source_data_type": "figure_given", "mu": -0.273266022711178, "sigma": 0.42982471268879241, "method": "Curve fitting", "mu_sigma_quality": 0.99986398996693482, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.273, σ=0.430, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0.01 }, { "x": 0.35, "y": 0.04333333333333 }, { "x": 0.4, "y": 0.07666666666667 }, { "x": 0.45, "y": 0.11 }, { "x": 0.5, "y": 0.17 }, { "x": 0.55, "y": 0.23 }, { "x": 0.6, "y": 0.29 }, { "x": 0.65, "y": 0.355 }, { "x": 0.7, "y": 0.42 }, { "x": 0.75, "y": 0.485 }, { "x": 0.8, "y": 0.54 }, { "x": 0.85, "y": 0.595 }, { "x": 0.9, "y": 0.65 }, { "x": 0.95, "y": 0.69333333333333 }, { "x": 1, "y": 0.73666666666667 }, { "x": 1.05, "y": 0.78 }, { "x": 1.1, "y": 0.80666666666667 }, { "x": 1.15, "y": 0.83333333333333 }, { "x": 1.2, "y": 0.86 }, { "x": 1.25, "y": 0.87666666666667 }, { "x": 1.3, "y": 0.89333333333333 }, { "x": 1.35, "y": 0.91 }, { "x": 1.4, "y": 0.92333333333333 }, { "x": 1.45, "y": 0.93666666666667 }, { "x": 1.5, "y": 0.95 } ] }, { "id": 701, "curve_id": "E9.8", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 39.3 m; total design weight is 8.89 MN; Design base shear is 1867.8; and design periods is 1.05 sec; seismic environment: PGA/PGV < 0.8 g/m/s (low category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Little or no repair", "source_data_type": "figure_given", "mu": -1.330207239409, "sigma": 0.48374454483646517, "method": "Curve fitting", "mu_sigma_quality": 0.99940913390100894, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.330, σ=0.484, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0.13 }, { "x": 0.2, "y": 0.29 }, { "x": 0.25, "y": 0.45 }, { "x": 0.3, "y": 0.61 }, { "x": 0.35, "y": 0.7 }, { "x": 0.4, "y": 0.79 }, { "x": 0.45, "y": 0.88 }, { "x": 0.5, "y": 0.90833333333333 }, { "x": 0.55, "y": 0.93666666666667 }, { "x": 0.6, "y": 0.965 }, { "x": 0.65, "y": 0.97166666666667 }, { "x": 0.7, "y": 0.97833333333333 }, { "x": 0.75, "y": 0.985 }, { "x": 0.8, "y": 0.99 }, { "x": 0.85, "y": 0.995 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 } ] }, { "id": 702, "curve_id": "E9.9", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 39.3 m; total design weight is 8.89 MN; Design base shear is 1867.8; and design periods is 1.05 sec; seismic environment: PGA/PGV between 0.8-1.2 g/m/s (medium category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Little or no repair", "source_data_type": "figure_given", "mu": -0.874633948338266, "sigma": 0.45334970891874016, "method": "Curve fitting", "mu_sigma_quality": 0.99238158161004464, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.875, σ=0.453, R²=0.992; Mu/sigma can be used for reconstruction (quality: 0.992); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0.01 }, { "x": 0.2, "y": 0.07833333333333 }, { "x": 0.25, "y": 0.14666666666667 }, { "x": 0.3, "y": 0.215 }, { "x": 0.35, "y": 0.33333333333333 }, { "x": 0.4, "y": 0.45166666666667 }, { "x": 0.45, "y": 0.57 }, { "x": 0.5, "y": 0.65 }, { "x": 0.55, "y": 0.73 }, { "x": 0.6, "y": 0.81 }, { "x": 0.65, "y": 0.84666666666667 }, { "x": 0.7, "y": 0.88333333333333 }, { "x": 0.75, "y": 0.92 }, { "x": 0.8, "y": 0.93666666666667 }, { "x": 0.85, "y": 0.95333333333333 }, { "x": 0.9, "y": 0.97 }, { "x": 0.95, "y": 0.975 }, { "x": 1, "y": 0.98 }, { "x": 1.05, "y": 0.985 }, { "x": 1.1, "y": 0.95666666666667 }, { "x": 1.15, "y": 0.92833333333333 }, { "x": 1.2, "y": 0.9 }, { "x": 1.25, "y": 0.91666666666667 }, { "x": 1.3, "y": 0.93333333333333 }, { "x": 1.35, "y": 0.95 }, { "x": 1.4, "y": 0.96666666666667 }, { "x": 1.45, "y": 0.98333333333333 }, { "x": 1.5, "y": 1 } ] }, { "id": 703, "curve_id": "E11.1", "sector": "Telecommunications", "ci_type": "Mast", "ci_desc": "Monopole tower", "ci_detail": "24 meter, ST-37 steel grade, modulus elasticity of 2.1*10^6 kg/cm^2, passion ratio of 0.3, yielding stress 2,400 kg/cm^2", "source_type": "Conference Proceeding", "source_abbrev": "Sadeghi et al. (2010)", "source_detail": "Sadeghi, M., Mohajeri, F., and Khalaghi, E.: Seismic performance and communication failure of cell phone towers in Iran’s seismic zones, case study: developing structural and communicational fragility curves for 24m monopole tower, JOINT CONFERENCE PROCEEDINGS 7th International Conference on Urban Earthquake Engineering (7CUEE) & 5th International Conference on Earthquake Engineering (5ICEE), Tokyo Institute of Technology, Tokyo, Japan, 2010.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Low", "source_data_type": "figure_given", "mu": -0.454130280094031, "sigma": 0.79000000002240023, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.454, σ=0.790, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00064720167116 }, { "x": 0.1, "y": 0.00964661556518 }, { "x": 0.15, "y": 0.03388228041614 }, { "x": 0.2, "y": 0.07181379843919 }, { "x": 0.25, "y": 0.11900914941716 }, { "x": 0.3, "y": 0.17126764998341 }, { "x": 0.35, "y": 0.22541250885161 }, { "x": 0.4, "y": 0.27926941044593 }, { "x": 0.45, "y": 0.33144710394592 }, { "x": 0.5, "y": 0.38111525385313 }, { "x": 0.55, "y": 0.42782776076999 }, { "x": 0.6, "y": 0.47139396295703 }, { "x": 0.65, "y": 0.51178847460948 }, { "x": 0.7, "y": 0.54908945393323 }, { "x": 0.75, "y": 0.58343694572745 }, { "x": 0.8, "y": 0.61500510992731 }, { "x": 0.85, "y": 0.64398394907236 }, { "x": 0.9, "y": 0.67056748986513 }, { "x": 0.95, "y": 0.6949463275255 }, { "x": 1, "y": 0.71730310385084 }, { "x": 1.05, "y": 0.73780994478014 }, { "x": 1.1, "y": 0.75662719424404 }, { "x": 1.15, "y": 0.77390299336405 }, { "x": 1.2, "y": 0.78977339899338 }, { "x": 1.25, "y": 0.80436283462649 }, { "x": 1.3, "y": 0.81778473444443 }, { "x": 1.35, "y": 0.83014228762533 }, { "x": 1.4, "y": 0.8415292217761 }, { "x": 1.45, "y": 0.85203058602352 }, { "x": 1.5, "y": 0.86172350907863 } ] }, { "id": 704, "curve_id": "E1.15", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Hydropower plant", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Gautam & Rupakhety (2021)", "source_detail": "Gautam, D. and Rupakhety, R.: Empirical seismic vulnerability analysis of infrastructure systems in Nepal, Bulletin of Earthquake Engineering, 19, 6113–6127, https://doi.org/10.1007/s10518-021-01219-5, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Major", "source_data_type": "datapoints_given", "mu": -0.713349887877464, "sigma": 0.25000000000000056, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.713, σ=0.250, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 1.0291E-10 }, { "x": 0.15, "y": 1.09484146E-06 }, { "x": 0.2, "y": 0.00016895799114 }, { "x": 0.25, "y": 0.00355361299713 }, { "x": 0.3, "y": 0.02485263498644 }, { "x": 0.35, "y": 0.08916916705877 }, { "x": 0.4, "y": 0.2084637104461 }, { "x": 0.45, "y": 0.3666906066653 }, { "x": 0.5, "y": 0.53220380213651 }, { "x": 0.55, "y": 0.67797782275786 }, { "x": 0.6, "y": 0.79105780203585 }, { "x": 0.65, "y": 0.87081831916753 }, { "x": 0.7, "y": 0.92316677484045 }, { "x": 0.75, "y": 0.95568519706953 }, { "x": 0.8, "y": 0.9750502998682 }, { "x": 0.85, "y": 0.98621403384972 }, { "x": 0.9, "y": 0.99249126510968 }, { "x": 0.95, "y": 0.99595423387338 }, { "x": 1, "y": 0.99783729000423 }, { "x": 1.05, "y": 0.99885029584505 }, { "x": 1.1, "y": 0.99939101961372 }, { "x": 1.15, "y": 0.99967808815336 }, { "x": 1.2, "y": 0.99982996020331 }, { "x": 1.25, "y": 0.99991015231143 }, { "x": 1.3, "y": 0.99995246798692 }, { "x": 1.35, "y": 0.99997480577946 }, { "x": 1.4, "y": 0.99998661225015 }, { "x": 1.45, "y": 0.99999286463126 }, { "x": 1.5, "y": 0.99999618408053 }, { "x": 1.55, "y": 0.99999795169006 }, { "x": 1.6, "y": 0.99999889612772 }, { "x": 1.65, "y": 0.99999940260821 }, { "x": 1.7, "y": 0.9999996752952 }, { "x": 1.75, "y": 0.99999982271859 }, { "x": 1.8, "y": 0.99999990276439 }, { "x": 1.85, "y": 0.99999994641952 }, { "x": 1.9, "y": 0.99999997033605 }, { "x": 1.95, "y": 0.99999998349915 }, { "x": 2, "y": 0.99999999077756 }, { "x": 2.05, "y": 0.99999999482096 }, { "x": 2.1, "y": 0.99999999707778 }, { "x": 2.15, "y": 0.99999999834335 }, { "x": 2.2, "y": 0.9999999990564 }, { "x": 2.25, "y": 0.99999999946002 }, { "x": 2.3, "y": 0.99999999968956 }, { "x": 2.35, "y": 0.9999999998207 }, { "x": 2.4, "y": 0.99999999989597 }, { "x": 2.45, "y": 0.99999999993937 }, { "x": 2.5, "y": 0.99999999996451 }, { "x": 2.55, "y": 0.99999999997913 }, { "x": 2.6, "y": 0.99999999998768 }, { "x": 2.65, "y": 0.99999999999269 }, { "x": 2.7, "y": 0.99999999999565 }, { "x": 2.75, "y": 0.9999999999974 }, { "x": 2.8, "y": 0.99999999999844 }, { "x": 2.85, "y": 0.99999999999906 }, { "x": 2.9, "y": 0.99999999999943 }, { "x": 2.95, "y": 0.99999999999965 }, { "x": 3, "y": 0.99999999999979 }, { "x": 3.05, "y": 0.99999999999987 }, { "x": 3.1, "y": 0.99999999999992 }, { "x": 3.15, "y": 0.99999999999995 }, { "x": 3.2, "y": 0.99999999999997 }, { "x": 3.25, "y": 0.99999999999998 }, { "x": 3.3, "y": 0.99999999999999 }, { "x": 3.35, "y": 0.99999999999999 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 705, "curve_id": "E11.1", "sector": "Telecommunications", "ci_type": "Mast", "ci_desc": "Monopole tower", "ci_detail": "24 meter, ST-37 steel grade, modulus elasticity of 2.1*10^6 kg/cm^2, passion ratio of 0.3, yielding stress 2,400 kg/cm^2", "source_type": "Conference Proceeding", "source_abbrev": "Sadeghi et al. (2010)", "source_detail": "Sadeghi, M., Mohajeri, F., and Khalaghi, E.: Seismic performance and communication failure of cell phone towers in Iran’s seismic zones, case study: developing structural and communicational fragility curves for 24m monopole tower, JOINT CONFERENCE PROCEEDINGS 7th International Conference on Urban Earthquake Engineering (7CUEE) & 5th International Conference on Earthquake Engineering (5ICEE), Tokyo Institute of Technology, Tokyo, Japan, 2010.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Medium", "source_data_type": "figure_given", "mu": 0.54232429082466227, "sigma": 0.7999999999991706, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.542, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 4.87667078E-06 }, { "x": 0.1, "y": 0.00018817413153 }, { "x": 0.15, "y": 0.00114685610799 }, { "x": 0.2, "y": 0.00357578442019 }, { "x": 0.25, "y": 0.0079593695122 }, { "x": 0.3, "y": 0.01452264201489 }, { "x": 0.35, "y": 0.02328538909157 }, { "x": 0.4, "y": 0.03413134629635 }, { "x": 0.45, "y": 0.04686518052594 }, { "x": 0.5, "y": 0.06125307355759 }, { "x": 0.55, "y": 0.0770494648979 }, { "x": 0.6, "y": 0.09401363936239 }, { "x": 0.65, "y": 0.11191933638979 }, { "x": 0.7, "y": 0.13055975213669 }, { "x": 0.75, "y": 0.14974959534707 }, { "x": 0.8, "y": 0.16932532148021 }, { "x": 0.85, "y": 0.18914428968684 }, { "x": 0.9, "y": 0.20908332695348 }, { "x": 0.95, "y": 0.22903700877 }, { "x": 1, "y": 0.24891584952021 }, { "x": 1.05, "y": 0.26864451945209 }, { "x": 1.1, "y": 0.28816015540767 }, { "x": 1.15, "y": 0.307410800556 }, { "x": 1.2, "y": 0.32635398817382 }, { "x": 1.25, "y": 0.3449554720465 }, { "x": 1.3, "y": 0.3631880986425 }, { "x": 1.35, "y": 0.38103081207199 }, { "x": 1.4, "y": 0.39846778079569 }, { "x": 1.45, "y": 0.41548763432423 }, { "x": 1.5, "y": 0.43208279822877 } ] }, { "id": 706, "curve_id": "E1.15", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Hydropower plant", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Gautam & Rupakhety (2021)", "source_detail": "Gautam, D. and Rupakhety, R.: Empirical seismic vulnerability analysis of infrastructure systems in Nepal, Bulletin of Earthquake Engineering, 19, 6113–6127, https://doi.org/10.1007/s10518-021-01219-5, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "datapoints_given", "mu": -1.17118298150294, "sigma": 0.38000000000000472, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.171, σ=0.380, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 7.8762189E-07 }, { "x": 0.1, "y": 0.00145364569681 }, { "x": 0.15, "y": 0.02804340423479 }, { "x": 0.2, "y": 0.12439313247993 }, { "x": 0.25, "y": 0.28566882302959 }, { "x": 0.3, "y": 0.46561833834199 }, { "x": 0.35, "y": 0.62527727783626 }, { "x": 0.4, "y": 0.74881617544644 }, { "x": 0.45, "y": 0.83663567462708 }, { "x": 0.5, "y": 0.89580212370849 }, { "x": 0.55, "y": 0.93432571584344 }, { "x": 0.6, "y": 0.95887542910902 }, { "x": 0.65, "y": 0.97431770889456 }, { "x": 0.7, "y": 0.98396119636435 }, { "x": 0.75, "y": 0.98996408385804 }, { "x": 0.8, "y": 0.99369931391106 }, { "x": 0.85, "y": 0.99602727450279 }, { "x": 0.9, "y": 0.99748257798209 }, { "x": 0.95, "y": 0.99839603926929 }, { "x": 1, "y": 0.99897213466671 }, { "x": 1.05, "y": 0.99933737640704 }, { "x": 1.1, "y": 0.9995702349368 }, { "x": 1.15, "y": 0.99971955620001 }, { "x": 1.2, "y": 0.99981587745454 }, { "x": 1.25, "y": 0.99987838288798 }, { "x": 1.3, "y": 0.99991918766867 }, { "x": 1.35, "y": 0.99994598479333 }, { "x": 1.4, "y": 0.99996368683565 }, { "x": 1.45, "y": 0.9999754488534 }, { "x": 1.5, "y": 0.99998330884945 }, { "x": 1.55, "y": 0.99998859085686 }, { "x": 1.6, "y": 0.99999215999055 }, { "x": 1.65, "y": 0.99999458471631 }, { "x": 1.7, "y": 0.99999624066198 }, { "x": 1.75, "y": 0.99999737739965 }, { "x": 1.8, "y": 0.99999816164535 }, { "x": 1.85, "y": 0.99999870535756 }, { "x": 1.9, "y": 0.99999908411312 }, { "x": 1.95, "y": 0.99999934918933 }, { "x": 2, "y": 0.9999995355499 }, { "x": 2.05, "y": 0.99999966715108 }, { "x": 2.1, "y": 0.99999976048514 }, { "x": 2.15, "y": 0.99999982695862 }, { "x": 2.2, "y": 0.99999987449644 }, { "x": 2.25, "y": 0.99999990862899 }, { "x": 2.3, "y": 0.99999993323233 }, { "x": 2.35, "y": 0.99999995103453 }, { "x": 2.4, "y": 0.99999996396361 }, { "x": 2.45, "y": 0.99999997338764 }, { "x": 2.5, "y": 0.99999998028121 }, { "x": 2.55, "y": 0.99999998534122 }, { "x": 2.6, "y": 0.99999998906794 }, { "x": 2.65, "y": 0.99999999182173 }, { "x": 2.7, "y": 0.99999999386317 }, { "x": 2.75, "y": 0.9999999953813 }, { "x": 2.8, "y": 0.99999999651374 }, { "x": 2.85, "y": 0.99999999736103 }, { "x": 2.9, "y": 0.99999999799682 }, { "x": 2.95, "y": 0.9999999984753 }, { "x": 3, "y": 0.99999999883639 }, { "x": 3.05, "y": 0.99999999910965 }, { "x": 3.1, "y": 0.999999999317 }, { "x": 3.15, "y": 0.99999999947475 }, { "x": 3.2, "y": 0.99999999959507 }, { "x": 3.25, "y": 0.99999999968709 }, { "x": 3.3, "y": 0.99999999975762 }, { "x": 3.35, "y": 0.99999999981183 }, { "x": 3.4, "y": 0.99999999985358 }, { "x": 3.45, "y": 0.99999999988582 }, { "x": 3.5, "y": 0.99999999991076 }, { "x": 3.55, "y": 0.99999999993011 }, { "x": 3.6, "y": 0.99999999994515 }, { "x": 3.65, "y": 0.99999999995686 }, { "x": 3.7, "y": 0.99999999996601 }, { "x": 3.75, "y": 0.99999999997316 }, { "x": 3.8, "y": 0.99999999997877 }, { "x": 3.85, "y": 0.99999999998317 }, { "x": 3.9, "y": 0.99999999998664 }, { "x": 3.94999999999999, "y": 0.99999999998937 }, { "x": 3.99999999999999, "y": 0.99999999999153 } ] }, { "id": 707, "curve_id": "E1.16", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Hydropower plant", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Gautam & Rupakhety (2021)", "source_detail": "Gautam, D. and Rupakhety, R.: Empirical seismic vulnerability analysis of infrastructure systems in Nepal, Bulletin of Earthquake Engineering, 19, 6113–6127, https://doi.org/10.1007/s10518-021-01219-5, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "datapoints_given", "mu": 3.6752875005505703, "sigma": 0.43000000043750841, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.675, σ=0.430, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 2.03E-12 }, { "x": 3, "y": 1.03467E-09 }, { "x": 4, "y": 5.09676E-08 }, { "x": 5, "y": 7.7646389E-07 }, { "x": 6, "y": 5.92586264E-06 }, { "x": 7, "y": 2.887658843E-05 }, { "x": 8, "y": 0.00010311113097 }, { "x": 9, "y": 0.00029371188279 }, { "x": 10, "y": 0.00070564708014 }, { "x": 11, "y": 0.00148570802635 }, { "x": 12, "y": 0.00281723969507 }, { "x": 13, "y": 0.00490889359587 }, { "x": 14, "y": 0.00797981125243 }, { "x": 15, "y": 0.01224387673752 }, { "x": 16, "y": 0.01789525442303 }, { "x": 17, "y": 0.02509670725544 }, { "x": 18, "y": 0.03397144184488 }, { "x": 19, "y": 0.04459860388962 }, { "x": 20, "y": 0.05701210957984 }, { "x": 21, "y": 0.07120224310481 }, { "x": 22, "y": 0.08711934419144 }, { "x": 23, "y": 0.10467891023242 }, { "x": 24, "y": 0.12376750497661 }, { "x": 25, "y": 0.14424896766626 }, { "x": 26, "y": 0.16597052963888 }, { "x": 27, "y": 0.18876855465432 }, { "x": 28, "y": 0.21247371594289 }, { "x": 29, "y": 0.23691550327752 }, { "x": 30, "y": 0.26192601644934 }, { "x": 31, "y": 0.28734304845394 }, { "x": 32, "y": 0.31301249453953 }, { "x": 33, "y": 0.3387901444763 }, { "x": 34, "y": 0.36454292742812 }, { "x": 35, "y": 0.39014968388226 }, { "x": 36, "y": 0.41550153914827 }, { "x": 37, "y": 0.44050194955427 }, { "x": 38, "y": 0.46506648690415 }, { "x": 39, "y": 0.4891224199652 }, { "x": 40, "y": 0.51260814444066 }, { "x": 41, "y": 0.53547250554235 }, { "x": 42, "y": 0.55767405025179 }, { "x": 43, "y": 0.57918023985476 }, { "x": 44, "y": 0.59996664747092 }, { "x": 45, "y": 0.62001616012743 }, { "x": 46, "y": 0.63931820044534 }, { "x": 47, "y": 0.6578679791918 }, { "x": 48, "y": 0.67566578675168 }, { "x": 49, "y": 0.69271632892986 }, { "x": 50, "y": 0.70902811034753 }, { "x": 51, "y": 0.72461286697846 }, { "x": 52, "y": 0.73948504802359 }, { "x": 53, "y": 0.75366134628814 }, { "x": 54, "y": 0.76716027545291 }, { "x": 55, "y": 0.78000179207597 }, { "x": 56, "y": 0.79220695978161 }, { "x": 57, "y": 0.80379765285626 }, { "x": 58, "y": 0.81479629634728 }, { "x": 59, "y": 0.82522563972396 }, { "x": 60, "y": 0.83510856119155 }, { "x": 61, "y": 0.84446789983076 }, { "x": 62, "y": 0.85332631285264 }, { "x": 63, "y": 0.86170615540228 }, { "x": 64, "y": 0.8696293805031 }, { "x": 65, "y": 0.87711745690189 }, { "x": 66, "y": 0.88419130274545 }, { "x": 67, "y": 0.89087123319042 }, { "x": 68, "y": 0.89717692021375 }, { "x": 69, "y": 0.90312736305147 }, { "x": 70, "y": 0.90874086784526 }, { "x": 71, "y": 0.91403503521935 }, { "x": 72, "y": 0.91902675464389 }, { "x": 73, "y": 0.92373220456438 }, { "x": 74, "y": 0.92816685739083 }, { "x": 75, "y": 0.93234548854443 }, { "x": 76, "y": 0.93628218885463 }, { "x": 77, "y": 0.93999037968546 }, { "x": 78, "y": 0.943482830248 }, { "x": 79, "y": 0.94677167662569 }, { "x": 80, "y": 0.94986844210217 }, { "x": 81, "y": 0.9527840584371 }, { "x": 82, "y": 0.95552888778583 }, { "x": 83, "y": 0.95811274500265 }, { "x": 84, "y": 0.96054492010695 }, { "x": 85, "y": 0.96283420072603 }, { "x": 86, "y": 0.96498889435905 }, { "x": 87, "y": 0.96701685033288 }, { "x": 88, "y": 0.96892548134445 }, { "x": 89, "y": 0.97072178450414 }, { "x": 90, "y": 0.97241236181266 }, { "x": 91, "y": 0.97400344001907 }, { "x": 92, "y": 0.97550088982064 }, { "x": 93, "y": 0.97691024437669 }, { "x": 94, "y": 0.97823671711806 }, { "x": 95, "y": 0.97948521884217 }, { "x": 96, "y": 0.98066037409018 }, { "x": 97, "y": 0.98176653680906 }, { "x": 98, "y": 0.98280780530568 }, { "x": 99, "y": 0.98378803650421 }, { "x": 100, "y": 0.98471085952125 }, { "x": 101, "y": 0.98557968857579 }, { "x": 102, "y": 0.98639773525276 }, { "x": 103, "y": 0.98716802014094 }, { "x": 104, "y": 0.98789338386665 }, { "x": 105, "y": 0.98857649754572 }, { "x": 106, "y": 0.98921987267656 }, { "x": 107, "y": 0.98982587049745 }, { "x": 108, "y": 0.99039671083109 }, { "x": 109, "y": 0.9909344804394 }, { "x": 110, "y": 0.9914411409112 }, { "x": 111, "y": 0.99191853610494 }, { "x": 112, "y": 0.99236839916825 }, { "x": 113, "y": 0.99279235915536 }, { "x": 114, "y": 0.99319194726293 }, { "x": 115, "y": 0.99356860270398 }, { "x": 116, "y": 0.99392367823912 }, { "x": 117, "y": 0.99425844538329 }, { "x": 118, "y": 0.99457409930566 }, { "x": 119, "y": 0.99487176343953 }, { "x": 120, "y": 0.9951524938183 } ] }, { "id": 708, "curve_id": "E7.1", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -1.23787435665546, "sigma": 0.76000000173164273, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.238, σ=0.760, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01036211835092 }, { "x": 0.1, "y": 0.08061672870712 }, { "x": 0.15, "y": 0.19285364716445 }, { "x": 0.2, "y": 0.31245645446375 }, { "x": 0.25, "y": 0.42258316596807 }, { "x": 0.3, "y": 0.51778983997999 }, { "x": 0.35, "y": 0.59771503558186 }, { "x": 0.4, "y": 0.66390210776618 }, { "x": 0.45, "y": 0.71840643095385 }, { "x": 0.5, "y": 0.7632346690581 }, { "x": 0.55, "y": 0.8001492369459 }, { "x": 0.6, "y": 0.83062627873 }, { "x": 0.65, "y": 0.85587362725626 }, { "x": 0.7, "y": 0.87686826382489 }, { "x": 0.75, "y": 0.89439643009789 }, { "x": 0.8, "y": 0.90908998884934 }, { "x": 0.85, "y": 0.92145715366384 }, { "x": 0.9, "y": 0.93190757248218 }, { "x": 0.95, "y": 0.94077243166279 }, { "x": 1, "y": 0.94832041676055 }, { "x": 1.05, "y": 0.95477032786815 }, { "x": 1.1, "y": 0.96030103723129 }, { "x": 1.15, "y": 0.96505935360114 }, { "x": 1.2, "y": 0.96916624466097 }, { "x": 1.25, "y": 0.97272177322258 }, { "x": 1.3, "y": 0.97580902532842 }, { "x": 1.35, "y": 0.97849724692411 }, { "x": 1.4, "y": 0.98084435767353 }, { "x": 1.45, "y": 0.98289897312906 }, { "x": 1.5, "y": 0.98470203754953 }, { "x": 1.55, "y": 0.9862881472963 }, { "x": 1.6, "y": 0.98768662744055 }, { "x": 1.65, "y": 0.98892241081468 }, { "x": 1.7, "y": 0.99001675833794 }, { "x": 1.75, "y": 0.99098785134788 }, { "x": 1.8, "y": 0.99185128034711 }, { "x": 1.85, "y": 0.9926204496216 }, { "x": 1.9, "y": 0.99330691329521 }, { "x": 1.95, "y": 0.99392065531492 }, { "x": 2, "y": 0.99447032343258 }, { "x": 2.05, "y": 0.99496342531962 }, { "x": 2.1, "y": 0.99540649341408 }, { "x": 2.15, "y": 0.99580522387022 }, { "x": 2.2, "y": 0.99616459399459 }, { "x": 2.25, "y": 0.99648896175884 }, { "x": 2.3, "y": 0.99678215033834 }, { "x": 2.35, "y": 0.99704752010624 }, { "x": 2.4, "y": 0.99728803009066 }, { "x": 2.45, "y": 0.99750629055842 }, { "x": 2.5, "y": 0.99770460810759 }, { "x": 2.55, "y": 0.99788502442017 }, { "x": 2.6, "y": 0.99804934963699 }, { "x": 2.65, "y": 0.99819919116006 }, { "x": 2.7, "y": 0.99833597855852 }, { "x": 2.75, "y": 0.99846098514721 }, { "x": 2.8, "y": 0.99857534671761 }, { "x": 2.85, "y": 0.99868007782688 }, { "x": 2.9, "y": 0.99877608598863 }, { "x": 2.95, "y": 0.99886418405728 }, { "x": 3, "y": 0.99894510105414 }, { "x": 3.05, "y": 0.99901949164711 }, { "x": 3.1, "y": 0.99908794446451 }, { "x": 3.15, "y": 0.99915098939817 }, { "x": 3.2, "y": 0.99920910402814 }, { "x": 3.25, "y": 0.99926271928337 }, { "x": 3.3, "y": 0.99931222443627 }, { "x": 3.35, "y": 0.99935797151585 }, { "x": 3.4, "y": 0.99940027921254 }, { "x": 3.45, "y": 0.99943943633792 }, { "x": 3.5, "y": 0.99947570489405 }, { "x": 3.55, "y": 0.99950932280007 }, { "x": 3.6, "y": 0.99954050631734 }, { "x": 3.65, "y": 0.99956945220908 }, { "x": 3.7, "y": 0.99959633966597 }, { "x": 3.75, "y": 0.999621332025 }, { "x": 3.8, "y": 0.99964457830564 }, { "x": 3.85, "y": 0.99966621458416 }, { "x": 3.9, "y": 0.99968636522464 }, { "x": 3.94999999999999, "y": 0.99970514398276 }, { "x": 3.99999999999999, "y": 0.99972265499644 } ] }, { "id": 709, "curve_id": "E7.10", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways on an embankment: width of 20 m and height equal to 4 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -1.17118298150294, "sigma": 0.69999999999999962, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00457365470387 }, { "x": 0.1, "y": 0.05301595109053 }, { "x": 0.15, "y": 0.14985561092095 }, { "x": 0.2, "y": 0.26563173570201 }, { "x": 0.25, "y": 0.37930676783879 }, { "x": 0.3, "y": 0.48131933658751 }, { "x": 0.35, "y": 0.56882074028363 }, { "x": 0.4, "y": 0.64212019870738 }, { "x": 0.45, "y": 0.70277317546621 }, { "x": 0.5, "y": 0.75266760146057 }, { "x": 0.55, "y": 0.79362553117333 }, { "x": 0.6, "y": 0.8272535589591 }, { "x": 0.65, "y": 0.85490716114048 }, { "x": 0.7, "y": 0.87770345990543 }, { "x": 0.75, "y": 0.89655154050598 }, { "x": 0.8, "y": 0.91218636065152 }, { "x": 0.85, "y": 0.92520040421929 }, { "x": 0.9, "y": 0.93607103602681 }, { "x": 0.95, "y": 0.94518322610054 }, { "x": 1, "y": 0.95284801928569 }, { "x": 1.05, "y": 0.95931736255332 }, { "x": 1.1, "y": 0.96479592789708 }, { "x": 1.15, "y": 0.96945050838112 }, { "x": 1.2, "y": 0.97341747740219 }, { "x": 1.25, "y": 0.97680871272634 }, { "x": 1.3, "y": 0.9797163078088 }, { "x": 1.35, "y": 0.98221632638621 }, { "x": 1.4, "y": 0.98437180216275 } ] }, { "id": 710, "curve_id": "E7.11", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways on an embankment: width of 20 m and height equal to 6 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -1.8325814637483, "sigma": 0.79999999999999982, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.07298167709942 }, { "x": 0.1, "y": 0.27843245227983 }, { "x": 0.15, "y": 0.46785094463252 }, { "x": 0.2, "y": 0.60985051219595 }, { "x": 0.25, "y": 0.71152962321323 }, { "x": 0.3, "y": 0.78399618914739 }, { "x": 0.35, "y": 0.83607389125876 }, { "x": 0.4, "y": 0.87397067657923 }, { "x": 0.45, "y": 0.90192393225322 }, { "x": 0.5, "y": 0.92281914237772 }, { "x": 0.55, "y": 0.93863683044334 }, { "x": 0.6, "y": 0.9507525769152 }, { "x": 0.65, "y": 0.96013442924501 }, { "x": 0.7, "y": 0.96747273083259 }, { "x": 0.75, "y": 0.97326615494038 }, { "x": 0.8, "y": 0.9778793504293 }, { "x": 0.85, "y": 0.98158204845672 }, { "x": 0.9, "y": 0.98457593223868 }, { "x": 0.95, "y": 0.98701333205717 }, { "x": 1, "y": 0.98901039106291 }, { "x": 1.05, "y": 0.99065644497363 }, { "x": 1.1, "y": 0.99202077809544 }, { "x": 1.15, "y": 0.99315754023673 }, { "x": 1.2, "y": 0.99410936030508 }, { "x": 1.25, "y": 0.99491002665017 }, { "x": 1.3, "y": 0.99558649253642 }, { "x": 1.35, "y": 0.99616038902781 }, { "x": 1.4, "y": 0.99664917515084 } ] }, { "id": 711, "curve_id": "E7.12", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways in cuts: width of 20 m and height equal to 6 meters. Soil type C. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -0.527632742082362, "sigma": 0.99999999999996791, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.528, σ=1.000, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00679162725951 }, { "x": 0.1, "y": 0.03795287758595 }, { "x": 0.15, "y": 0.08542350992214 }, { "x": 0.2, "y": 0.1396695543533 }, { "x": 0.25, "y": 0.19526361573108 }, { "x": 0.3, "y": 0.24941238126977 }, { "x": 0.35, "y": 0.30076923893179 }, { "x": 0.4, "y": 0.34876458150991 }, { "x": 0.45, "y": 0.39324360440985 }, { "x": 0.5, "y": 0.43426954315168 }, { "x": 0.55, "y": 0.47201554238009 }, { "x": 0.6, "y": 0.50670475444765 }, { "x": 0.65, "y": 0.53857717276688 }, { "x": 0.7, "y": 0.56787152539932 }, { "x": 0.75, "y": 0.5948157503138 }, { "x": 0.8, "y": 0.61962238671494 }, { "x": 0.85, "y": 0.64248677466458 }, { "x": 0.9, "y": 0.66358683603093 }, { "x": 0.95, "y": 0.68308371694519 }, { "x": 1, "y": 0.70112286843473 }, { "x": 1.05, "y": 0.71783531736114 }, { "x": 1.1, "y": 0.73333898454695 }, { "x": 1.15, "y": 0.74773996983608 }, { "x": 1.2, "y": 0.7611337615767 }, { "x": 1.25, "y": 0.77360635055983 }, { "x": 1.3, "y": 0.78523524173658 }, { "x": 1.35, "y": 0.79609036467122 }, { "x": 1.4, "y": 0.80623488786922 } ] }, { "id": 712, "curve_id": "E7.13", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways in cuts: width of 20 m and height equal to 4 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -0.82098055206983, "sigma": 0.99999999999999978, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01482436336238 }, { "x": 0.1, "y": 0.0692227750347 }, { "x": 0.15, "y": 0.1409324511791 }, { "x": 0.2, "y": 0.21521461518286 }, { "x": 0.25, "y": 0.28593016887731 }, { "x": 0.3, "y": 0.35086275435876 }, { "x": 0.35, "y": 0.40949602694763 }, { "x": 0.4, "y": 0.46203422857538 }, { "x": 0.45, "y": 0.5089646177887 }, { "x": 0.5, "y": 0.55085957996663 }, { "x": 0.55, "y": 0.58828810814255 }, { "x": 0.6, "y": 0.62177842823142 }, { "x": 0.65, "y": 0.65180479521169 }, { "x": 0.7, "y": 0.67878559671094 }, { "x": 0.75, "y": 0.70308651002018 }, { "x": 0.8, "y": 0.72502565034188 }, { "x": 0.85, "y": 0.7448792252174 }, { "x": 0.9, "y": 0.76288700089043 }, { "x": 0.95, "y": 0.7792572847583 }, { "x": 1, "y": 0.79417132702728 }, { "x": 1.05, "y": 0.80778714113706 }, { "x": 1.1, "y": 0.82024278610421 }, { "x": 1.15, "y": 0.83165917046631 }, { "x": 1.2, "y": 0.84214244053008 }, { "x": 1.25, "y": 0.85178601226006 }, { "x": 1.3, "y": 0.86067230010808 }, { "x": 1.35, "y": 0.86887418928347 }, { "x": 1.4, "y": 0.87645629133214 } ] }, { "id": 713, "curve_id": "E7.14", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways in cuts: width of 20 m and height equal to 6 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -0.967584026261705, "sigma": 1, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.02127255999647 }, { "x": 0.1, "y": 0.09093799865913 }, { "x": 0.15, "y": 0.17630569945159 }, { "x": 0.2, "y": 0.26048402896529 }, { "x": 0.25, "y": 0.33771392085594 }, { "x": 0.3, "y": 0.40656550164179 }, { "x": 0.35, "y": 0.46722868901161 }, { "x": 0.4, "y": 0.5204540943119 }, { "x": 0.45, "y": 0.56713169861933 }, { "x": 0.5, "y": 0.60812553462449 }, { "x": 0.55, "y": 0.64421450516817 }, { "x": 0.6, "y": 0.67607764610972 }, { "x": 0.65, "y": 0.70429749762945 }, { "x": 0.7, "y": 0.72937011411542 }, { "x": 0.75, "y": 0.75171672778329 }, { "x": 0.8, "y": 0.77169497995048 }, { "x": 0.85, "y": 0.78960894208088 }, { "x": 0.9, "y": 0.80571773277014 }, { "x": 0.95, "y": 0.82024278610421 }, { "x": 1, "y": 0.83337392096733 }, { "x": 1.05, "y": 0.8452743843523 }, { "x": 1.1, "y": 0.85608503458803 }, { "x": 1.15, "y": 0.86592781158114 }, { "x": 1.2, "y": 0.87490861943402 }, { "x": 1.25, "y": 0.88311972599135 }, { "x": 1.3, "y": 0.89064176545947 }, { "x": 1.35, "y": 0.89754541460677 }, { "x": 1.4, "y": 0.90389280006939 } ] }, { "id": 714, "curve_id": "E7.2", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit. Exposed to a flood inundation depth of 0.5 m. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -1.27296567646469, "sigma": 0.78000000169514583, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.273, σ=0.780, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01359862290035 }, { "x": 0.1, "y": 0.09341335336075 }, { "x": 0.15, "y": 0.21179809281743 }, { "x": 0.2, "y": 0.33309798510792 }, { "x": 0.25, "y": 0.44223969709727 }, { "x": 0.3, "y": 0.53524144209654 }, { "x": 0.35, "y": 0.61259214055691 }, { "x": 0.4, "y": 0.67626350623402 }, { "x": 0.45, "y": 0.72849892957919 }, { "x": 0.5, "y": 0.77136722843506 }, { "x": 0.55, "y": 0.80663139313956 }, { "x": 0.6, "y": 0.83574082727167 }, { "x": 0.65, "y": 0.85986688865094 }, { "x": 0.7, "y": 0.87994896511901 }, { "x": 0.75, "y": 0.89673848843011 }, { "x": 0.8, "y": 0.91083677643115 }, { "x": 0.85, "y": 0.9227260457634 }, { "x": 0.9, "y": 0.932794223405 }, { "x": 0.95, "y": 0.94135455647732 }, { "x": 1, "y": 0.9486610233586 }, { "x": 1.05, "y": 0.95492042289995 }, { "x": 1.1, "y": 0.96030186252863 }, { "x": 1.15, "y": 0.96494421947466 }, { "x": 1.2, "y": 0.96896202498089 }, { "x": 1.25, "y": 0.97245012081852 }, { "x": 1.3, "y": 0.97548735823993 }, { "x": 1.35, "y": 0.97813954800556 }, { "x": 1.4, "y": 0.9804618227274 }, { "x": 1.45, "y": 0.98250053637398 }, { "x": 1.5, "y": 0.98429479785596 }, { "x": 1.55, "y": 0.98587771417082 }, { "x": 1.6, "y": 0.98727740209451 }, { "x": 1.65, "y": 0.9885178146905 }, { "x": 1.7, "y": 0.98961941907134 }, { "x": 1.75, "y": 0.99059975421368 }, { "x": 1.8, "y": 0.99147389168231 }, { "x": 1.85, "y": 0.9922548174707 }, { "x": 1.9, "y": 0.99295374951796 }, { "x": 1.95, "y": 0.99358040258935 }, { "x": 2, "y": 0.99414320993586 }, { "x": 2.05, "y": 0.99464950934543 }, { "x": 2.1, "y": 0.99510569976271 }, { "x": 2.15, "y": 0.99551737350626 }, { "x": 2.2, "y": 0.99588942819073 }, { "x": 2.25, "y": 0.99622616172078 }, { "x": 2.3, "y": 0.99653135312408 }, { "x": 2.35, "y": 0.99680833150545 }, { "x": 2.4, "y": 0.99706003500973 }, { "x": 2.45, "y": 0.9972890613588 }, { "x": 2.5, "y": 0.99749771126503 }, { "x": 2.55, "y": 0.99768802580719 }, { "x": 2.6, "y": 0.99786181867716 }, { "x": 2.65, "y": 0.99802070405881 }, { "x": 2.7, "y": 0.99816612077929 }, { "x": 2.75, "y": 0.99829935327183 }, { "x": 2.8, "y": 0.99842154980565 }, { "x": 2.85, "y": 0.99853373836838 }, { "x": 2.9, "y": 0.99863684052827 }, { "x": 2.95, "y": 0.99873168355409 }, { "x": 3, "y": 0.9988190110298 }, { "x": 3.05, "y": 0.9988994921663 }, { "x": 3.1, "y": 0.99897372998333 }, { "x": 3.15, "y": 0.99904226850981 }, { "x": 3.2, "y": 0.99910559913023 }, { "x": 3.25, "y": 0.99916416618646 }, { "x": 3.3, "y": 0.99921837192978 }, { "x": 3.35, "y": 0.99926858090448 }, { "x": 3.4, "y": 0.99931512383378 }, { "x": 3.45, "y": 0.99935830106915 }, { "x": 3.5, "y": 0.99939838565616 }, { "x": 3.55, "y": 0.99943562606296 }, { "x": 3.6, "y": 0.99947024861157 }, { "x": 3.65, "y": 0.99950245964707 }, { "x": 3.7, "y": 0.99953244747516 }, { "x": 3.75, "y": 0.99956038409491 }, { "x": 3.8, "y": 0.9995864267502 }, { "x": 3.85, "y": 0.99961071932023 }, { "x": 3.9, "y": 0.99963339356726 }, { "x": 3.94999999999999, "y": 0.99965457025742 }, { "x": 3.99999999999999, "y": 0.99967436016858 } ] }, { "id": 715, "curve_id": "E7.3", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit. Exposed to a flood inundation depth of 1.0 m. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -1.3470736500364, "sigma": 0.79000000535143178, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.347, σ=0.790, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01844815109405 }, { "x": 0.1, "y": 0.11323383935718 }, { "x": 0.15, "y": 0.24313263793699 }, { "x": 0.2, "y": 0.3699043591976 }, { "x": 0.25, "y": 0.48020205634589 }, { "x": 0.3, "y": 0.57187127681995 }, { "x": 0.35, "y": 0.64664107425705 }, { "x": 0.4, "y": 0.70722462052337 }, { "x": 0.45, "y": 0.75628031592688 }, { "x": 0.5, "y": 0.79609537417985 }, { "x": 0.55, "y": 0.82853727873767 }, { "x": 0.6, "y": 0.85509574838812 }, { "x": 0.65, "y": 0.87694743789986 }, { "x": 0.7, "y": 0.89501887461595 }, { "x": 0.75, "y": 0.91004009745295 }, { "x": 0.8, "y": 0.9225878967665 }, { "x": 0.85, "y": 0.93311976559564 }, { "x": 0.9, "y": 0.94200022718624 }, { "x": 0.95, "y": 0.94952114595109 }, { "x": 1, "y": 0.9559173812919 }, { "x": 1.05, "y": 0.96137886972862 }, { "x": 1.1, "y": 0.96605997765134 }, { "x": 1.15, "y": 0.97008676895369 }, { "x": 1.2, "y": 0.9735626769544 }, { "x": 1.25, "y": 0.97657295148331 }, { "x": 1.3, "y": 0.97918816226241 }, { "x": 1.35, "y": 0.98146697210358 }, { "x": 1.4, "y": 0.98345834258749 }, { "x": 1.45, "y": 0.98520329660528 }, { "x": 1.5, "y": 0.98673633326446 }, { "x": 1.55, "y": 0.98808656880774 }, { "x": 1.6, "y": 0.9892786605964 }, { "x": 1.65, "y": 0.990333558555 }, { "x": 1.7, "y": 0.9912691187829 }, { "x": 1.75, "y": 0.99210060658435 }, { "x": 1.8, "y": 0.99284111041102 }, { "x": 1.85, "y": 0.99350188374242 }, { "x": 1.9, "y": 0.99409262844755 }, { "x": 1.95, "y": 0.9946217304457 }, { "x": 2, "y": 0.99509645634134 }, { "x": 2.05, "y": 0.99552311801749 }, { "x": 2.1, "y": 0.99590721083126 }, { "x": 2.15, "y": 0.99625352998916 }, { "x": 2.2, "y": 0.99656626882809 }, { "x": 2.25, "y": 0.99684910204477 }, { "x": 2.3, "y": 0.99710525636752 }, { "x": 2.35, "y": 0.99733757072017 }, { "x": 2.4, "y": 0.99754854756875 }, { "x": 2.45, "y": 0.99774039684936 }, { "x": 2.5, "y": 0.99791507363738 }, { "x": 2.55, "y": 0.99807431052308 }, { "x": 2.6, "y": 0.99821964549905 }, { "x": 2.65, "y": 0.99835244603274 }, { "x": 2.7, "y": 0.99847392988936 }, { "x": 2.75, "y": 0.99858518317985 }, { "x": 2.8, "y": 0.99868717603436 }, { "x": 2.85, "y": 0.99878077623955 }, { "x": 2.9, "y": 0.99886676112599 }, { "x": 2.95, "y": 0.99894582794893 }, { "x": 3, "y": 0.99901860296908 }, { "x": 3.05, "y": 0.99908564940976 }, { "x": 3.1, "y": 0.99914747444088 }, { "x": 3.15, "y": 0.99920453531879 }, { "x": 3.2, "y": 0.99925724479223 }, { "x": 3.25, "y": 0.99930597586963 }, { "x": 3.3, "y": 0.99935106602923 }, { "x": 3.35, "y": 0.99939282094271 }, { "x": 3.4, "y": 0.99943151777307 }, { "x": 3.45, "y": 0.99946740809953 }, { "x": 3.5, "y": 0.99950072051514 }, { "x": 3.55, "y": 0.99953166293666 }, { "x": 3.6, "y": 0.99956042466139 }, { "x": 3.65, "y": 0.99958717820071 }, { "x": 3.7, "y": 0.99961208091685 }, { "x": 3.75, "y": 0.99963527648556 }, { "x": 3.8, "y": 0.99965689620478 }, { "x": 3.85, "y": 0.99967706016691 }, { "x": 3.9, "y": 0.99969587830999 }, { "x": 3.94999999999999, "y": 0.99971345136142 }, { "x": 3.99999999999999, "y": 0.99972987168602 } ] }, { "id": 716, "curve_id": "E7.4", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit. Exposed to a flood inundation depth of 1.5 m. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -1.42711635564014, "sigma": 0.76000000000000434, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.427, σ=0.760, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01951036042525 }, { "x": 0.1, "y": 0.12467439583981 }, { "x": 0.15, "y": 0.26814733840017 }, { "x": 0.2, "y": 0.40520513654767 }, { "x": 0.25, "y": 0.52141814740148 }, { "x": 0.3, "y": 0.61547200875566 }, { "x": 0.35, "y": 0.6902079168542 }, { "x": 0.4, "y": 0.74925238802044 }, { "x": 0.45, "y": 0.79591452806254 }, { "x": 0.5, "y": 0.83291508166445 }, { "x": 0.55, "y": 0.86239810752569 }, { "x": 0.6, "y": 0.88602293485142 }, { "x": 0.65, "y": 0.90506521446638 }, { "x": 0.7, "y": 0.92050484782835 }, { "x": 0.75, "y": 0.93309633663304 }, { "x": 0.8, "y": 0.9434230203424 }, { "x": 0.85, "y": 0.95193818770754 }, { "x": 0.9, "y": 0.95899602202748 }, { "x": 0.95, "y": 0.96487485787097 }, { "x": 1, "y": 0.96979468645769 }, { "x": 1.05, "y": 0.97393037621242 }, { "x": 1.1, "y": 0.97742170143097 }, { "x": 1.15, "y": 0.98038098793272 }, { "x": 1.2, "y": 0.98289897312906 }, { "x": 1.25, "y": 0.98504932216534 }, { "x": 1.3, "y": 0.98689212752293 }, { "x": 1.35, "y": 0.98847663568872 }, { "x": 1.4, "y": 0.9898433829762 }, { "x": 1.45, "y": 0.99102587726284 }, { "x": 1.5, "y": 0.99205192889568 }, { "x": 1.55, "y": 0.99294470912166 }, { "x": 1.6, "y": 0.99372359581762 }, { "x": 1.65, "y": 0.99440485235602 }, { "x": 1.7, "y": 0.99500217493284 }, { "x": 1.75, "y": 0.99552713572036 }, { "x": 1.8, "y": 0.99598954314236 }, { "x": 1.85, "y": 0.99639773592664 }, { "x": 1.9, "y": 0.99675882401961 }, { "x": 1.95, "y": 0.99707888668798 }, { "x": 2, "y": 0.99736313599108 }, { "x": 2.05, "y": 0.99761605213593 }, { "x": 2.1, "y": 0.99784149591935 }, { "x": 2.15, "y": 0.99804280243141 }, { "x": 2.2, "y": 0.99822285938196 }, { "x": 2.25, "y": 0.99838417276683 }, { "x": 2.3, "y": 0.99852892207709 }, { "x": 2.35, "y": 0.9986590068447 }, { "x": 2.4, "y": 0.99877608598863 }, { "x": 2.45, "y": 0.99888161116088 }, { "x": 2.5, "y": 0.99897685507811 }, { "x": 2.55, "y": 0.99906293565101 }, { "x": 2.6, "y": 0.99914083658302 }, { "x": 2.65, "y": 0.99921142499489 }, { "x": 2.7, "y": 0.99927546653778 }, { "x": 2.75, "y": 0.99933363838053 }, { "x": 2.8, "y": 0.9993865403932 }, { "x": 2.85, "y": 0.99943470479694 }, { "x": 2.9, "y": 0.9994786045067 }, { "x": 2.95, "y": 0.99951866035765 }, { "x": 3, "y": 0.99955524737622 }, { "x": 3.05, "y": 0.9995887002319 }, { "x": 3.1, "y": 0.99961931798513 }, { "x": 3.15, "y": 0.99964736822916 }, { "x": 3.2, "y": 0.99967309070934 }, { "x": 3.25, "y": 0.99969670049073 }, { "x": 3.3, "y": 0.99971839073498 }, { "x": 3.35, "y": 0.99973833513821 }, { "x": 3.4, "y": 0.99975669007463 }, { "x": 3.45, "y": 0.99977359648411 }, { "x": 3.5, "y": 0.99978918153661 }, { "x": 3.55, "y": 0.99980356010206 }, { "x": 3.6, "y": 0.99981683604997 }, { "x": 3.65, "y": 0.99982910340016 }, { "x": 3.7, "y": 0.99984044734304 }, { "x": 3.75, "y": 0.99985094514516 }, { "x": 3.8, "y": 0.99986066695416 }, { "x": 3.85, "y": 0.999869676515 }, { "x": 3.9, "y": 0.99987803180812 }, { "x": 3.94999999999999, "y": 0.9998857856186 }, { "x": 3.99999999999999, "y": 0.99989298604443 } ] }, { "id": 717, "curve_id": "E7.5", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit. Exposed to a flood inundation depth of 2.0 m. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -1.51412773262978, "sigma": 0.77000000000003443, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.514, σ=0.770, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.02716715650876 }, { "x": 0.1, "y": 0.15292458129771 }, { "x": 0.15, "y": 0.30945613423392 }, { "x": 0.2, "y": 0.45074494989767 }, { "x": 0.25, "y": 0.56592835797736 }, { "x": 0.3, "y": 0.65645180743724 }, { "x": 0.35, "y": 0.72674375819581 }, { "x": 0.4, "y": 0.78124702752514 }, { "x": 0.45, "y": 0.82365304314494 }, { "x": 0.5, "y": 0.8568353017734 }, { "x": 0.55, "y": 0.88297443853565 }, { "x": 0.6, "y": 0.90371086982493 }, { "x": 0.65, "y": 0.92027760516746 }, { "x": 0.7, "y": 0.93360438445162 }, { "x": 0.75, "y": 0.94439596070866 }, { "x": 0.8, "y": 0.95318991377476 }, { "x": 0.85, "y": 0.96039908314868 }, { "x": 0.9, "y": 0.96634270488663 }, { "x": 0.95, "y": 0.97126932889975 }, { "x": 1, "y": 0.97537376823869 }, { "x": 1.05, "y": 0.97880970773775 }, { "x": 1.1, "y": 0.98169914319551 }, { "x": 1.15, "y": 0.98413949420386 }, { "x": 1.2, "y": 0.98620899935538 }, { "x": 1.25, "y": 0.9879708353137 }, { "x": 1.3, "y": 0.98947628166908 }, { "x": 1.35, "y": 0.99076716770809 }, { "x": 1.4, "y": 0.99187777536623 }, { "x": 1.45, "y": 0.99283632778353 }, { "x": 1.5, "y": 0.99366616017632 }, { "x": 1.55, "y": 0.99438664574236 }, { "x": 1.6, "y": 0.99501393160424 }, { "x": 1.65, "y": 0.99556152664172 }, { "x": 1.7, "y": 0.9960407732375 }, { "x": 1.75, "y": 0.99646122757654 }, { "x": 1.8, "y": 0.99683096755862 }, { "x": 1.85, "y": 0.99715684314353 }, { "x": 1.9, "y": 0.99744468070809 }, { "x": 1.95, "y": 0.99769945050605 }, { "x": 2, "y": 0.99792540440172 }, { "x": 2.05, "y": 0.99812618955795 }, { "x": 2.1, "y": 0.99830494259882 }, { "x": 2.15, "y": 0.99846436785831 }, { "x": 2.2, "y": 0.99860680261179 }, { "x": 2.25, "y": 0.99873427162306 }, { "x": 2.3, "y": 0.99884853289232 }, { "x": 2.35, "y": 0.99895111613426 }, { "x": 2.4, "y": 0.99904335523117 }, { "x": 2.45, "y": 0.9991264156777 }, { "x": 2.5, "y": 0.99920131785009 }, { "x": 2.55, "y": 0.99926895678463 }, { "x": 2.6, "y": 0.99933011902976 }, { "x": 2.65, "y": 0.99938549703838 }, { "x": 2.7, "y": 0.99943570148745 }, { "x": 2.75, "y": 0.99948127184662 }, { "x": 2.8, "y": 0.99952268546408 }, { "x": 2.85, "y": 0.99956036539397 }, { "x": 2.9, "y": 0.99959468715317 }, { "x": 2.95, "y": 0.99962598456534 }, { "x": 3, "y": 0.99965455482515 }, { "x": 3.05, "y": 0.99968066289483 }, { "x": 3.1, "y": 0.99970454532797 }, { "x": 3.15, "y": 0.99972641360097 }, { "x": 3.2, "y": 0.99974645702049 }, { "x": 3.25, "y": 0.99976484526509 }, { "x": 3.3, "y": 0.99978173061062 }, { "x": 3.35, "y": 0.99979724988186 }, { "x": 3.4, "y": 0.99981152616664 }, { "x": 3.45, "y": 0.99982467032357 }, { "x": 3.5, "y": 0.99983678231033 }, { "x": 3.55, "y": 0.99984795235531 }, { "x": 3.6, "y": 0.99985826199268 }, { "x": 3.65, "y": 0.99986778497801 }, { "x": 3.7, "y": 0.99987658809925 }, { "x": 3.75, "y": 0.99988473189603 }, { "x": 3.8, "y": 0.99989227129834 }, { "x": 3.85, "y": 0.9998992561945 }, { "x": 3.9, "y": 0.99990573193667 }, { "x": 3.94999999999999, "y": 0.99991173979145 }, { "x": 3.99999999999999, "y": 0.99991731734189 } ] }, { "id": 718, "curve_id": "E7.6", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways on an embankment: width of 20 m and height equal to 2 meters. Soil type C. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -0.430782916092454, "sigma": 0.99999999999999978, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0051595432477 }, { "x": 0.1, "y": 0.03061698850045 }, { "x": 0.15, "y": 0.07127824075279 }, { "x": 0.2, "y": 0.11926779136257 }, { "x": 0.25, "y": 0.16965956017643 }, { "x": 0.3, "y": 0.21970500479146 }, { "x": 0.35, "y": 0.26794526482303 }, { "x": 0.4, "y": 0.31365808495355 }, { "x": 0.45, "y": 0.35653923068876 }, { "x": 0.5, "y": 0.39652031036785 }, { "x": 0.55, "y": 0.43366374668728 }, { "x": 0.6, "y": 0.46810164455249 }, { "x": 0.65, "y": 0.5 }, { "x": 0.7, "y": 0.52953776407733 }, { "x": 0.75, "y": 0.55689473066426 }, { "x": 0.8, "y": 0.58224471723998 }, { "x": 0.85, "y": 0.60575193747056 }, { "x": 0.9, "y": 0.62756929787876 }, { "x": 0.95, "y": 0.64783784517776 }, { "x": 1, "y": 0.6666868886793 }, { "x": 1.05, "y": 0.68423450408148 }, { "x": 1.1, "y": 0.70058823729689 }, { "x": 1.15, "y": 0.71584589700844 }, { "x": 1.2, "y": 0.7300963685659 }, { "x": 1.25, "y": 0.74342040948475 }, { "x": 1.3, "y": 0.75589140421442 }, { "x": 1.35, "y": 0.7675760667519 }, { "x": 1.4, "y": 0.77853508644534 } ] }, { "id": 719, "curve_id": "E7.7", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways on an embankment: width of 20 m and height equal to 4 meters. Soil type C. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -0.673344554486188, "sigma": 0.90000000201369346, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.673, σ=0.900, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00493385653591 }, { "x": 0.1, "y": 0.03512717532525 }, { "x": 0.15, "y": 0.08695444896234 }, { "x": 0.2, "y": 0.14914585490229 }, { "x": 0.25, "y": 0.21413181319186 }, { "x": 0.3, "y": 0.27773380290128 }, { "x": 0.35, "y": 0.33786081987215 }, { "x": 0.4, "y": 0.39360313040873 }, { "x": 0.45, "y": 0.44469735442147 }, { "x": 0.5, "y": 0.4912228134517 }, { "x": 0.55, "y": 0.53343094913282 }, { "x": 0.6, "y": 0.57165003321655 }, { "x": 0.65, "y": 0.6062325033161 }, { "x": 0.7, "y": 0.63752654125867 }, { "x": 0.75, "y": 0.66586148028143 }, { "x": 0.8, "y": 0.69154108556899 }, { "x": 0.85, "y": 0.7148412719653 }, { "x": 0.9, "y": 0.73601026370925 }, { "x": 0.95, "y": 0.75527003502076 }, { "x": 1, "y": 0.7728183579367 }, { "x": 1.05, "y": 0.78883107105603 }, { "x": 1.1, "y": 0.80346435287151 }, { "x": 1.15, "y": 0.81685688404887 }, { "x": 1.2, "y": 0.82913184235445 }, { "x": 1.25, "y": 0.84039870847601 }, { "x": 1.3, "y": 0.85075488061485 }, { "x": 1.35, "y": 0.86028710640038 }, { "x": 1.4, "y": 0.86907274600132 } ] }, { "id": 720, "curve_id": "E7.8", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways on an embankment: width of 20 m and height equal to 6 meters. Soil type C. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -0.843970070294529, "sigma": 0.69999999999999962, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.001056238313 }, { "x": 0.1, "y": 0.01859210537474 }, { "x": 0.15, "y": 0.06622635237184 }, { "x": 0.2, "y": 0.13708157206625 }, { "x": 0.25, "y": 0.21924399917221 }, { "x": 0.3, "y": 0.30352475888083 }, { "x": 0.35, "y": 0.38435054021286 }, { "x": 0.4, "y": 0.45885639392664 }, { "x": 0.45, "y": 0.52589160141271 }, { "x": 0.5, "y": 0.58529614792186 }, { "x": 0.55, "y": 0.63743786947027 }, { "x": 0.6, "y": 0.68293454070547 }, { "x": 0.65, "y": 0.72249429183257 }, { "x": 0.7, "y": 0.75682813543786 }, { "x": 0.75, "y": 0.78660515172554 }, { "x": 0.8, "y": 0.81243229037376 }, { "x": 0.85, "y": 0.83484797468353 }, { "x": 0.9, "y": 0.854323123913 }, { "x": 0.95, "y": 0.871265879807 }, { "x": 1, "y": 0.88602791649125 }, { "x": 1.05, "y": 0.89891115598296 }, { "x": 1.1, "y": 0.91017426496731 }, { "x": 1.15, "y": 0.92003862927082 }, { "x": 1.2, "y": 0.92869368491214 }, { "x": 1.25, "y": 0.93630158521531 }, { "x": 1.3, "y": 0.94300123603708 }, { "x": 1.35, "y": 0.94891175589985 }, { "x": 1.4, "y": 0.95413542678337 } ] }, { "id": 721, "curve_id": "E7.9", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways on an embankment: width of 20 m and height equal to 2 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -0.755022585090776, "sigma": 0.90000000719988726, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.755, σ=0.900, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00639295399639 }, { "x": 0.1, "y": 0.04276041955435 }, { "x": 0.15, "y": 0.10222104708431 }, { "x": 0.2, "y": 0.17122122298887 }, { "x": 0.25, "y": 0.24152262905899 }, { "x": 0.3, "y": 0.30894831520798 }, { "x": 0.35, "y": 0.37162405864828 }, { "x": 0.4, "y": 0.42889550199152 }, { "x": 0.45, "y": 0.48073188643203 }, { "x": 0.5, "y": 0.52740586949384 }, { "x": 0.55, "y": 0.56932292573847 }, { "x": 0.6, "y": 0.60693136566856 }, { "x": 0.65, "y": 0.64067600008453 }, { "x": 0.7, "y": 0.67097552834031 }, { "x": 0.75, "y": 0.69821280082848 }, { "x": 0.8, "y": 0.72273198471442 }, { "x": 0.85, "y": 0.74483932275287 }, { "x": 0.9, "y": 0.76480564622929 }, { "x": 0.95, "y": 0.78286962598382 }, { "x": 1, "y": 0.7992412096096 }, { "x": 1.05, "y": 0.81410495574627 }, { "x": 1.1, "y": 0.82762312497489 }, { "x": 1.15, "y": 0.83993847001667 }, { "x": 1.2, "y": 0.85117671351831 }, { "x": 1.25, "y": 0.86144872563492 }, { "x": 1.3, "y": 0.87085242514727 }, { "x": 1.35, "y": 0.87947443236704 }, { "x": 1.4, "y": 0.88739150274072 } ] }, { "id": 722, "curve_id": "E8.11", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on an embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -1.60943791243435, "sigma": 0.76000000000092849, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.609, σ=0.760, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.03407062966095 }, { "x": 0.1, "y": 0.1808749455888 }, { "x": 0.15, "y": 0.35251881149924 }, { "x": 0.2, "y": 0.5 }, { "x": 0.25, "y": 0.61547200875566 }, { "x": 0.3, "y": 0.7031585701662 }, { "x": 0.35, "y": 0.76923704992305 }, { "x": 0.4, "y": 0.8191250544112 }, { "x": 0.45, "y": 0.85701711706431 }, { "x": 0.5, "y": 0.88602293485142 }, { "x": 0.55, "y": 0.90841435055513 }, { "x": 0.6, "y": 0.92584721575011 }, { "x": 0.65, "y": 0.93953260116585 }, { "x": 0.7, "y": 0.95036185446061 }, { "x": 0.75, "y": 0.95899602202748 }, { "x": 0.8, "y": 0.96592937033905 }, { "x": 0.85, "y": 0.97153453732337 }, { "x": 0.9, "y": 0.9760947667746 }, { "x": 0.95, "y": 0.97982706726572 }, { "x": 1, "y": 0.98289897312906 }, { "x": 1.05, "y": 0.98544076973095 }, { "x": 1.1, "y": 0.98755448124564 }, { "x": 1.15, "y": 0.98932053035309 }, { "x": 1.2, "y": 0.99080271093923 }, { "x": 1.25, "y": 0.99205192889568 }, { "x": 1.3, "y": 0.99310903648182 }, { "x": 1.35, "y": 0.99400699475674 }, { "x": 1.4, "y": 0.99477253431896 }, { "x": 1.45, "y": 0.99542743884774 }, { "x": 1.5, "y": 0.99598954314236 }, { "x": 1.55, "y": 0.99647351367062 }, { "x": 1.6, "y": 0.99689146241053 }, { "x": 1.65, "y": 0.99725343215248 }, { "x": 1.7, "y": 0.99756778212704 }, { "x": 1.75, "y": 0.99784149591935 }, { "x": 1.8, "y": 0.99808042847596 }, { "x": 1.85, "y": 0.9982895051358 }, { "x": 1.9, "y": 0.99847288268954 }, { "x": 1.95, "y": 0.99863408024659 }, { "x": 2, "y": 0.99877608598863 }, { "x": 2.05, "y": 0.99890144458252 }, { "x": 2.1, "y": 0.99901232901718 }, { "x": 2.15, "y": 0.99911059984669 }, { "x": 2.2, "y": 0.99919785421217 }, { "x": 2.25, "y": 0.99927546653778 }, { "x": 2.3, "y": 0.99934462242069 }, { "x": 2.35, "y": 0.99940634693858 }, { "x": 2.4, "y": 0.99946152836319 }, { "x": 2.45, "y": 0.99951093808144 }, { "x": 2.5, "y": 0.99955524737622 }, { "x": 2.55, "y": 0.999595041599 }, { "x": 2.6, "y": 0.99963083217033 }, { "x": 2.65, "y": 0.99966306676596 }, { "x": 2.7, "y": 0.99969213798377 }, { "x": 2.75, "y": 0.99971839073498 }, { "x": 2.8, "y": 0.99974212856167 }, { "x": 2.85, "y": 0.99976361904834 }, { "x": 2.9, "y": 0.99978309846713 }, { "x": 2.95, "y": 0.99980077577348 }, { "x": 3, "y": 0.99981683604997 }, { "x": 3.05, "y": 0.99983144348007 }, { "x": 3.1, "y": 0.99984474392114 }, { "x": 3.15, "y": 0.99985686713441 }, { "x": 3.2, "y": 0.99986792872139 }, { "x": 3.25, "y": 0.99987803180812 }, { "x": 3.3, "y": 0.99988726851261 }, { "x": 3.35, "y": 0.99989572122554 }, { "x": 3.4, "y": 0.99990346372963 }, { "x": 3.45, "y": 0.99991056217976 }, { "x": 3.5, "y": 0.99991707596217 }, { "x": 3.55, "y": 0.99992305844914 }, { "x": 3.6, "y": 0.99992855766242 }, { "x": 3.65, "y": 0.99993361685766 }, { "x": 3.7, "y": 0.99993827503969 }, { "x": 3.75, "y": 0.99994256741754 }, { "x": 3.8, "y": 0.99994652580678 }, { "x": 3.85, "y": 0.99995017898574 }, { "x": 3.9, "y": 0.99995355301127 }, { "x": 3.94999999999999, "y": 0.99995667149901 }, { "x": 3.99999999999999, "y": 0.9999595558724 } ] }, { "id": 723, "curve_id": "E8.12", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit. Exposed to a flood inundation depth of 0.5 m. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -1.60943791243418, "sigma": 0.78000000000031788, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.609, σ=0.780, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.03775940876611 }, { "x": 0.1, "y": 0.18709554302145 }, { "x": 0.15, "y": 0.35612976667285 }, { "x": 0.2, "y": 0.5 }, { "x": 0.25, "y": 0.61259214055691 }, { "x": 0.3, "y": 0.69840794203269 }, { "x": 0.35, "y": 0.76345365443823 }, { "x": 0.4, "y": 0.81290445697855 }, { "x": 0.45, "y": 0.85074968910936 }, { "x": 0.5, "y": 0.87994896511901 }, { "x": 0.55, "y": 0.9026713733904 }, { "x": 0.6, "y": 0.92050510696588 }, { "x": 0.65, "y": 0.93461802215175 }, { "x": 0.7, "y": 0.94587472972289 }, { "x": 0.75, "y": 0.95492042289995 }, { "x": 0.8, "y": 0.96224059123389 }, { "x": 0.85, "y": 0.96820362435204 }, { "x": 0.9, "y": 0.9730913597649 }, { "x": 0.95, "y": 0.9771211341653 }, { "x": 1, "y": 0.9804618227274 }, { "x": 1.05, "y": 0.98324559863185 }, { "x": 1.1, "y": 0.98557662420534 }, { "x": 1.15, "y": 0.98753752534933 }, { "x": 1.2, "y": 0.98919425199117 }, { "x": 1.25, "y": 0.99059975421368 }, { "x": 1.3, "y": 0.99179678266017 }, { "x": 1.35, "y": 0.99282003655538 }, { "x": 1.4, "y": 0.99369782220467 }, { "x": 1.45, "y": 0.99445334161457 }, { "x": 1.5, "y": 0.99510569976271 }, { "x": 1.55, "y": 0.99567069648046 }, { "x": 1.6, "y": 0.99616145242988 }, { "x": 1.65, "y": 0.99658890653485 }, { "x": 1.7, "y": 0.99696221324966 }, { "x": 1.75, "y": 0.9972890613588 }, { "x": 1.8, "y": 0.99757593098391 }, { "x": 1.85, "y": 0.99782830168806 }, { "x": 1.9, "y": 0.99805082169369 }, { "x": 1.95, "y": 0.99824744603796 }, { "x": 2, "y": 0.99842154980565 }, { "x": 2.05, "y": 0.99857602128197 }, { "x": 2.1, "y": 0.99871333886121 }, { "x": 2.15, "y": 0.99883563476279 }, { "x": 2.2, "y": 0.99894474799323 }, { "x": 2.25, "y": 0.99904226850981 }, { "x": 2.3, "y": 0.99912957416113 }, { "x": 2.35, "y": 0.99920786167774 }, { "x": 2.4, "y": 0.99927817274586 }, { "x": 2.45, "y": 0.99934141600496 }, { "x": 2.5, "y": 0.99939838565616 }, { "x": 2.55, "y": 0.99944977724442 }, { "x": 2.6, "y": 0.99949620107712 }, { "x": 2.65, "y": 0.99953819366075 }, { "x": 2.7, "y": 0.99957622747134 }, { "x": 2.75, "y": 0.99961071932023 }, { "x": 2.8, "y": 0.99964203753304 }, { "x": 2.85, "y": 0.9996705081233 }, { "x": 2.9, "y": 0.99969642011252 }, { "x": 2.95, "y": 0.99972003012405 }, { "x": 3, "y": 0.99974156635743 }, { "x": 3.05, "y": 0.99976123203352 }, { "x": 3.1, "y": 0.99977920838621 }, { "x": 3.15, "y": 0.99979565726516 }, { "x": 3.2, "y": 0.99981072340406 }, { "x": 3.25, "y": 0.9998245364008 }, { "x": 3.3, "y": 0.99983721244887 }, { "x": 3.35, "y": 0.99984885585391 }, { "x": 3.4, "y": 0.99985956036388 }, { "x": 3.45, "y": 0.99986941033782 }, { "x": 3.5, "y": 0.99987848177409 }, { "x": 3.55, "y": 0.99988684321646 }, { "x": 3.6, "y": 0.99989455655357 }, { "x": 3.65, "y": 0.99990167772545 }, { "x": 3.7, "y": 0.99990825734855 }, { "x": 3.75, "y": 0.99991434126955 }, { "x": 3.8, "y": 0.99991997105668 }, { "x": 3.85, "y": 0.9999251844361 }, { "x": 3.9, "y": 0.99993001568002 }, { "x": 3.94999999999999, "y": 0.99993449595222 }, { "x": 3.99999999999999, "y": 0.99993865361619 } ] }, { "id": 724, "curve_id": "E8.13", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit. Exposed to a flood inundation depth of 1.0 m. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -1.66073120682186, "sigma": 0.79000000000073567, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.661, σ=0.790, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.04552595787967 }, { "x": 0.1, "y": 0.20826005813621 }, { "x": 0.15, "y": 0.38238369126866 }, { "x": 0.2, "y": 0.52588442445429 }, { "x": 0.25, "y": 0.63585023119707 }, { "x": 0.3, "y": 0.71842707741061 }, { "x": 0.35, "y": 0.78032835190117 }, { "x": 0.4, "y": 0.82698807040465 }, { "x": 0.45, "y": 0.86245641820961 }, { "x": 0.5, "y": 0.88967280556686 }, { "x": 0.55, "y": 0.91075771414542 }, { "x": 0.6, "y": 0.92724516177146 }, { "x": 0.65, "y": 0.9402524780876 }, { "x": 0.7, "y": 0.95060049797173 }, { "x": 0.75, "y": 0.95889784211576 }, { "x": 0.8, "y": 0.96560002595905 }, { "x": 0.85, "y": 0.97105112007156 }, { "x": 0.9, "y": 0.97551332781259 }, { "x": 0.95, "y": 0.97918816226241 }, { "x": 1, "y": 0.98223174361739 }, { "x": 1.05, "y": 0.98476594882836 }, { "x": 1.1, "y": 0.98688661010798 }, { "x": 1.15, "y": 0.9886695953061 }, { "x": 1.2, "y": 0.99017535476748 }, { "x": 1.25, "y": 0.99145234844736 }, { "x": 1.3, "y": 0.99253964864379 }, { "x": 1.35, "y": 0.99346893095321 }, { "x": 1.4, "y": 0.99426600774704 }, { "x": 1.45, "y": 0.99495201704102 }, { "x": 1.5, "y": 0.99554434996 }, { "x": 1.55, "y": 0.99605737858273 }, { "x": 1.6, "y": 0.99650303037253 }, { "x": 1.65, "y": 0.99689124398307 }, { "x": 1.7, "y": 0.99723033280383 }, { "x": 1.75, "y": 0.99752727634949 }, { "x": 1.8, "y": 0.99778795491525 }, { "x": 1.85, "y": 0.99801733939603 }, { "x": 1.9, "y": 0.99821964549905 }, { "x": 1.95, "y": 0.99839845954674 }, { "x": 2, "y": 0.99855684151062 }, { "x": 2.05, "y": 0.99869740971787 }, { "x": 2.1, "y": 0.99882241074509 }, { "x": 2.15, "y": 0.99893377729201 }, { "x": 2.2, "y": 0.99903317626402 }, { "x": 2.25, "y": 0.9991220488499 }, { "x": 2.3, "y": 0.99920164403196 }, { "x": 2.35, "y": 0.99927304668924 }, { "x": 2.4, "y": 0.99933720123494 }, { "x": 2.45, "y": 0.99939493155342 }, { "x": 2.5, "y": 0.99944695786168 }, { "x": 2.55, "y": 0.99949391100718 }, { "x": 2.6, "y": 0.99953634462254 }, { "x": 2.65, "y": 0.99957474548351 }, { "x": 2.7, "y": 0.99960954235698 }, { "x": 2.75, "y": 0.99964111357633 }, { "x": 2.8, "y": 0.99966979354174 }, { "x": 2.85, "y": 0.99969587830999 }, { "x": 2.9, "y": 0.99971963041142 }, { "x": 2.95, "y": 0.99974128300924 }, { "x": 3, "y": 0.99976104349822 }, { "x": 3.05, "y": 0.99977909662411 }, { "x": 3.1, "y": 0.99979560719282 }, { "x": 3.15, "y": 0.99981072242746 }, { "x": 3.2, "y": 0.99982457402266 }, { "x": 3.25, "y": 0.99983727993816 }, { "x": 3.3, "y": 0.99984894596729 }, { "x": 3.35, "y": 0.99985966711094 }, { "x": 3.4, "y": 0.99986952878284 }, { "x": 3.45, "y": 0.99987860786879 }, { "x": 3.5, "y": 0.99988697365865 }, { "x": 3.55, "y": 0.99989468866777 }, { "x": 3.6, "y": 0.99990180936189 }, { "x": 3.65, "y": 0.99990838679783 }, { "x": 3.7, "y": 0.99991446719048 }, { "x": 3.75, "y": 0.99992009241525 }, { "x": 3.8, "y": 0.99992530045392 }, { "x": 3.85, "y": 0.99993012579066 }, { "x": 3.9, "y": 0.99993459976449 }, { "x": 3.94999999999999, "y": 0.99993875088295 }, { "x": 3.99999999999999, "y": 0.99994260510204 } ] }, { "id": 725, "curve_id": "E8.14", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit. Exposed to a flood inundation depth of 1.5 m. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -1.77195684194561, "sigma": 0.76000000004405188, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.772, σ=0.760, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.05367373651703 }, { "x": 0.1, "y": 0.24252760547645 }, { "x": 0.15, "y": 0.43459464513873 }, { "x": 0.2, "y": 0.58466435623062 }, { "x": 0.25, "y": 0.69408066659597 }, { "x": 0.3, "y": 0.77257306169991 }, { "x": 0.35, "y": 0.82898890435226 }, { "x": 0.4, "y": 0.86989109284954 }, { "x": 0.45, "y": 0.89987754811696 }, { "x": 0.5, "y": 0.92212136996688 }, { "x": 0.55, "y": 0.93881411135331 }, { "x": 0.6, "y": 0.95148069845964 }, { "x": 0.65, "y": 0.96119311375352 }, { "x": 0.7, "y": 0.96871346530122 }, { "x": 0.75, "y": 0.97458979464927 }, { "x": 0.8, "y": 0.97922064408148 }, { "x": 0.85, "y": 0.98289897312906 }, { "x": 0.9, "y": 0.98584234381363 }, { "x": 0.95, "y": 0.9882138953987 }, { "x": 1, "y": 0.99013707852801 }, { "x": 1.05, "y": 0.99170611603993 }, { "x": 1.1, "y": 0.99299350626977 }, { "x": 1.15, "y": 0.99405545797324 }, { "x": 1.2, "y": 0.99493586395253 }, { "x": 1.25, "y": 0.99566923216388 }, { "x": 1.3, "y": 0.99628286609491 }, { "x": 1.35, "y": 0.99679849969351 }, { "x": 1.4, "y": 0.99723353261954 }, { "x": 1.45, "y": 0.99760197025671 }, { "x": 1.5, "y": 0.9979151439495 }, { "x": 1.55, "y": 0.99818226643874 }, { "x": 1.6, "y": 0.99841086285509 }, { "x": 1.65, "y": 0.99860710712014 }, { "x": 1.7, "y": 0.99877608598863 }, { "x": 1.75, "y": 0.99892200740453 }, { "x": 1.8, "y": 0.99904836575452 }, { "x": 1.85, "y": 0.99915807357484 }, { "x": 1.9, "y": 0.999253567011 }, { "x": 1.95, "y": 0.99933689063818 }, { "x": 2, "y": 0.9994097659733 }, { "x": 2.05, "y": 0.99947364704129 }, { "x": 2.1, "y": 0.99952976561915 }, { "x": 2.15, "y": 0.99957916821465 }, { "x": 2.2, "y": 0.99962274639932 }, { "x": 2.25, "y": 0.99966126177708 }, { "x": 2.3, "y": 0.99969536660647 }, { "x": 2.35, "y": 0.99972562088814 }, { "x": 2.4, "y": 0.99975250656792 }, { "x": 2.45, "y": 0.99977643937772 }, { "x": 2.5, "y": 0.99979777873619 }, { "x": 2.55, "y": 0.99981683604997 }, { "x": 2.6, "y": 0.99983388169318 }, { "x": 2.65, "y": 0.9998491508908 }, { "x": 2.7, "y": 0.99986284869082 }, { "x": 2.75, "y": 0.99987515417656 }, { "x": 2.8, "y": 0.99988622404388 }, { "x": 2.85, "y": 0.999896195646 }, { "x": 2.9, "y": 0.99990518959105 }, { "x": 2.95, "y": 0.99991331196274 }, { "x": 3, "y": 0.99992065622306 }, { "x": 3.05, "y": 0.99992730484564 }, { "x": 3.1, "y": 0.9999333307209 }, { "x": 3.15, "y": 0.99993879836707 }, { "x": 3.2, "y": 0.99994376497601 }, { "x": 3.25, "y": 0.99994828131785 }, { "x": 3.3, "y": 0.99995239252506 }, { "x": 3.35, "y": 0.99995613877311 }, { "x": 3.4, "y": 0.9999595558724 }, { "x": 3.45, "y": 0.99996267578389 }, { "x": 3.5, "y": 0.99996552706888 }, { "x": 3.55, "y": 0.99996813528213 }, { "x": 3.6, "y": 0.99997052331587 }, { "x": 3.65, "y": 0.99997271170127 }, { "x": 3.7, "y": 0.99997471887314 }, { "x": 3.75, "y": 0.99997656140251 }, { "x": 3.8, "y": 0.99997825420141 }, { "x": 3.85, "y": 0.99997981070336 }, { "x": 3.9, "y": 0.99998124302259 }, { "x": 3.94999999999999, "y": 0.99998256209487 }, { "x": 3.99999999999999, "y": 0.99998377780201 } ] }, { "id": 726, "curve_id": "E8.15", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit. Exposed to a flood inundation depth of 2.0 m. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -1.89711998501266, "sigma": 0.7700000003632762, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.897, σ=0.770, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0768232150124 }, { "x": 0.1, "y": 0.29924331474084 }, { "x": 0.15, "y": 0.5 }, { "x": 0.2, "y": 0.6456538998445 }, { "x": 0.25, "y": 0.74646596676819 }, { "x": 0.3, "y": 0.81599073076684 }, { "x": 0.35, "y": 0.86441819324636 }, { "x": 0.4, "y": 0.89863359621303 }, { "x": 0.45, "y": 0.9231767849876 }, { "x": 0.5, "y": 0.9410443552894 }, { "x": 0.55, "y": 0.95423489442288 }, { "x": 0.6, "y": 0.96409985213696 }, { "x": 0.65, "y": 0.97156664117561 }, { "x": 0.7, "y": 0.97728105546375 }, { "x": 0.75, "y": 0.98169914319551 }, { "x": 0.8, "y": 0.98514725847651 }, { "x": 0.85, "y": 0.9878618681144 }, { "x": 0.9, "y": 0.99001631216213 }, { "x": 0.95, "y": 0.99173904148018 }, { "x": 1, "y": 0.9931262103637 }, { "x": 1.05, "y": 0.99425047997937 }, { "x": 1.1, "y": 0.99516724530822 }, { "x": 1.15, "y": 0.99591908853061 }, { "x": 1.2, "y": 0.99653899725755 }, { "x": 1.25, "y": 0.99705271303377 }, { "x": 1.3, "y": 0.99748046101226 }, { "x": 1.35, "y": 0.9978382349663 }, { "x": 1.4, "y": 0.99813875980208 }, { "x": 1.45, "y": 0.99839221810758 }, { "x": 1.5, "y": 0.99860680261179 }, { "x": 1.55, "y": 0.99878913918771 }, { "x": 1.6, "y": 0.99894461286828 }, { "x": 1.65, "y": 0.99907762068365 }, { "x": 1.7, "y": 0.99919176891082 }, { "x": 1.75, "y": 0.99929002782693 }, { "x": 1.8, "y": 0.99937485377545 }, { "x": 1.85, "y": 0.99944828594387 }, { "x": 1.9, "y": 0.99951202346817 }, { "x": 1.95, "y": 0.99956748715096 }, { "x": 2, "y": 0.99961586908501 }, { "x": 2.05, "y": 0.99965817272375 }, { "x": 2.1, "y": 0.99969524537058 }, { "x": 2.15, "y": 0.99972780462552 }, { "x": 2.2, "y": 0.99975645999454 }, { "x": 2.25, "y": 0.99978173061062 }, { "x": 2.3, "y": 0.99980405981715 }, { "x": 2.35, "y": 0.99982382720966 }, { "x": 2.4, "y": 0.99984135861104 }, { "x": 2.45, "y": 0.99985693436095 }, { "x": 2.5, "y": 0.99987079622493 }, { "x": 2.55, "y": 0.99988315316999 }, { "x": 2.6, "y": 0.99989418620608 }, { "x": 2.65, "y": 0.99990405245574 }, { "x": 2.7, "y": 0.99991288858388 }, { "x": 2.75, "y": 0.99992081369562 }, { "x": 2.8, "y": 0.99992793179083 }, { "x": 2.85, "y": 0.99993433384809 }, { "x": 2.9, "y": 0.99994009959814 }, { "x": 2.95, "y": 0.99994529903644 }, { "x": 3, "y": 0.99994999371608 }, { "x": 3.05, "y": 0.99995423785524 }, { "x": 3.1, "y": 0.99995807928776 }, { "x": 3.15, "y": 0.99996156028068 }, { "x": 3.2, "y": 0.99996471823875 }, { "x": 3.25, "y": 0.99996758631257 }, { "x": 3.3, "y": 0.99997019392475 }, { "x": 3.35, "y": 0.99997256722564 }, { "x": 3.4, "y": 0.99997472948901 }, { "x": 3.45, "y": 0.99997670145603 }, { "x": 3.5, "y": 0.99997850163486 }, { "x": 3.55, "y": 0.99998014656193 }, { "x": 3.6, "y": 0.9999816510303 }, { "x": 3.65, "y": 0.99998302828937 }, { "x": 3.7, "y": 0.99998429021995 }, { "x": 3.75, "y": 0.99998544748789 }, { "x": 3.8, "y": 0.9999865096791 }, { "x": 3.85, "y": 0.99998748541834 }, { "x": 3.9, "y": 0.99998838247394 }, { "x": 3.94999999999999, "y": 0.99998920785018 }, { "x": 3.99999999999999, "y": 0.99998996786895 } ] }, { "id": 727, "curve_id": "E8.16", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on an embankment: width of 20 m and height equal to 2 meters. Soil type C. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -0.430830020510408, "sigma": 1.0002478600887899, "method": "Curve fitting", "mu_sigma_quality": 0.99998793632658212, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.431, σ=1.000, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00959534859918 }, { "x": 0.1, "y": 0.03061698850045 }, { "x": 0.15, "y": 0.07127824075279 }, { "x": 0.2, "y": 0.11926779136257 }, { "x": 0.25, "y": 0.16965956017643 }, { "x": 0.3, "y": 0.21970500479146 }, { "x": 0.35, "y": 0.26794526482303 }, { "x": 0.4, "y": 0.31365808495355 }, { "x": 0.45, "y": 0.35653923068876 }, { "x": 0.5, "y": 0.39652031036785 }, { "x": 0.55, "y": 0.43366374668728 }, { "x": 0.6, "y": 0.46810164455249 }, { "x": 0.65, "y": 0.5 }, { "x": 0.7, "y": 0.52953776407733 }, { "x": 0.75, "y": 0.55689473066426 }, { "x": 0.8, "y": 0.58224471723998 }, { "x": 0.85, "y": 0.60575193747056 }, { "x": 0.9, "y": 0.62756929787876 }, { "x": 0.95, "y": 0.64783784517776 }, { "x": 1, "y": 0.6666868886793 }, { "x": 1.05, "y": 0.68423450408148 }, { "x": 1.1, "y": 0.70058823729689 }, { "x": 1.15, "y": 0.71584589700844 }, { "x": 1.2, "y": 0.7300963685659 }, { "x": 1.25, "y": 0.74342040948475 }, { "x": 1.3, "y": 0.75589140421442 }, { "x": 1.35, "y": 0.7675760667519 }, { "x": 1.4, "y": 0.77853508644534 } ] }, { "id": 728, "curve_id": "E8.17", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on an embankment: width of 20 m and height equal to 4 meters. Soil type C. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -1.02165124753553, "sigma": 0.90000000000634073, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.022, σ=0.900, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01413844531765 }, { "x": 0.1, "y": 0.07733042385455 }, { "x": 0.15, "y": 0.16534051381828 }, { "x": 0.2, "y": 0.25684710055199 }, { "x": 0.25, "y": 0.34268031457696 }, { "x": 0.3, "y": 0.41973185424762 }, { "x": 0.35, "y": 0.48751475666266 }, { "x": 0.4, "y": 0.54659661490656 }, { "x": 0.45, "y": 0.5979085322106 }, { "x": 0.5, "y": 0.64244598346473 }, { "x": 0.55, "y": 0.68114561088094006 }, { "x": 0.6, "y": 0.7148412719653 }, { "x": 0.65, "y": 0.74425531669076 }, { "x": 0.7, "y": 0.77000477039389 }, { "x": 0.75, "y": 0.79261301293313 }, { "x": 0.8, "y": 0.81252266625801 }, { "x": 0.85, "y": 0.83010783235558 }, { "x": 0.9, "y": 0.84568497553191 }, { "x": 0.95, "y": 0.85952227911363 }, { "x": 1, "y": 0.8718475438318 }, { "x": 1.05, "y": 0.88285478776315 }, { "x": 1.1, "y": 0.89270973182901 }, { "x": 1.15, "y": 0.90155434812486 }, { "x": 1.2, "y": 0.90951062927703 }, { "x": 1.25, "y": 0.91668371449954 }, { "x": 1.3, "y": 0.92316448612707 }, { "x": 1.35, "y": 0.929031730799 }, { "x": 1.4, "y": 0.93435394265775 } ] }, { "id": 729, "curve_id": "E8.18", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on an embankment: width of 20 m and height equal to 6 meters. Soil type C. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -1.20397280432593, "sigma": 0.6999999999999994, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00523878515602 }, { "x": 0.1, "y": 0.05827201160207 }, { "x": 0.15, "y": 0.16103567984645 }, { "x": 0.2, "y": 0.28121501571666 }, { "x": 0.25, "y": 0.39725472723041 }, { "x": 0.3, "y": 0.5 }, { "x": 0.35, "y": 0.58714824250729 }, { "x": 0.4, "y": 0.65945434288926 }, { "x": 0.45, "y": 0.71878498428334 }, { "x": 0.5, "y": 0.76722876626729 }, { "x": 0.55, "y": 0.80672977192698 }, { "x": 0.6, "y": 0.83896432015355 }, { "x": 0.65, "y": 0.8653242003251 }, { "x": 0.7, "y": 0.88694217188304 }, { "x": 0.75, "y": 0.90473058214501 }, { "x": 0.8, "y": 0.91942056793485 }, { "x": 0.85, "y": 0.93159702299129 }, { "x": 0.9, "y": 0.94172798839793 }, { "x": 0.95, "y": 0.95018859698691 }, { "x": 1, "y": 0.95728024804404 }, { "x": 1.05, "y": 0.9632458180254 }, { "x": 1.1, "y": 0.96828166878643 }, { "x": 1.15, "y": 0.97254710946545 }, { "x": 1.2, "y": 0.97617185172848 }, { "x": 1.25, "y": 0.97926189104107 }, { "x": 1.3, "y": 0.98190415573367 }, { "x": 1.35, "y": 0.98417019156067 }, { "x": 1.4, "y": 0.98611909049992 } ] }, { "id": 730, "curve_id": "E8.19", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on an embankment: width of 20 m and height equal to 2 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -0.916290731874155, "sigma": 0.8999999999999998, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01043050412648 }, { "x": 0.1, "y": 0.0617403245184 }, { "x": 0.15, "y": 0.13789836208045 }, { "x": 0.2, "y": 0.22060144608307 }, { "x": 0.25, "y": 0.30075640398604 }, { "x": 0.3, "y": 0.37461806644844 }, { "x": 0.35, "y": 0.44102609196844 }, { "x": 0.4, "y": 0.5 }, { "x": 0.45, "y": 0.55206094213641 }, { "x": 0.5, "y": 0.5979085322106 }, { "x": 0.55, "y": 0.63826965800748 }, { "x": 0.6, "y": 0.67383107361175 }, { "x": 0.65, "y": 0.70521288486023 }, { "x": 0.7, "y": 0.73296176794535 }, { "x": 0.75, "y": 0.75755336271987 }, { "x": 0.8, "y": 0.77939855391693 }, { "x": 0.85, "y": 0.79885101700246 }, { "x": 0.9, "y": 0.81621476541319 }, { "x": 0.95, "y": 0.83175113250176 }, { "x": 1, "y": 0.84568497553191 }, { "x": 1.05, "y": 0.85821006462284 }, { "x": 1.1, "y": 0.86949370189478 }, { "x": 1.15, "y": 0.87968065006741 }, { "x": 1.2, "y": 0.8888964591853 }, { "x": 1.25, "y": 0.89725027761467 }, { "x": 1.3, "y": 0.9048372256439 }, { "x": 1.35, "y": 0.9117404003852 }, { "x": 1.4, "y": 0.91803257095193 } ] }, { "id": 731, "curve_id": "E8.20", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on an embankment: width of 20 m and height equal to 4 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -1.38629436111989, "sigma": 0.69999999999999973, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01074687714473 }, { "x": 0.1, "y": 0.09526941785499 }, { "x": 0.15, "y": 0.23277123373271 }, { "x": 0.2, "y": 0.37494799909215 }, { "x": 0.25, "y": 0.5 }, { "x": 0.3, "y": 0.60274527276959 }, { "x": 0.35, "y": 0.68462611532133 }, { "x": 0.4, "y": 0.74902787662733 }, { "x": 0.45, "y": 0.79946035698322 }, { "x": 0.5, "y": 0.83896432015355 }, { "x": 0.55, "y": 0.86999503467966 }, { "x": 0.6, "y": 0.89447248150687 }, { "x": 0.65, "y": 0.91387604437927 }, { "x": 0.7, "y": 0.92933887405397 }, { "x": 0.75, "y": 0.94172798839793 }, { "x": 0.8, "y": 0.95170791361647 }, { "x": 0.85, "y": 0.95978967983495 }, { "x": 0.9, "y": 0.96636796407285 }, { "x": 0.95, "y": 0.97174905325213 }, { "x": 1, "y": 0.97617185172848 }, { "x": 1.05, "y": 0.97982367552155 }, { "x": 1.1, "y": 0.98285215697029 }, { "x": 1.15, "y": 0.98537425006464 }, { "x": 1.2, "y": 0.98748307165994 }, { "x": 1.25, "y": 0.98925312285527 }, { "x": 1.3, "y": 0.99074429347001 }, { "x": 1.35, "y": 0.99200494845216 }, { "x": 1.4, "y": 0.99307431850458 } ] }, { "id": 732, "curve_id": "E8.21", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on an embankment: width of 20 m and height equal to 6 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -2.12026353620009, "sigma": 0.8, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.13690383810115 }, { "x": 0.1, "y": 0.40986123492412 }, { "x": 0.15, "y": 0.60985051219595 }, { "x": 0.2, "y": 0.73843629450517 }, { "x": 0.25, "y": 0.82054956254904 }, { "x": 0.3, "y": 0.87397067657923 }, { "x": 0.35, "y": 0.90956021847937 }, { "x": 0.4, "y": 0.93383359157433 }, { "x": 0.45, "y": 0.9507525769152 }, { "x": 0.5, "y": 0.96277967185514 }, { "x": 0.55, "y": 0.97148189136611 }, { "x": 0.6, "y": 0.9778793504293 }, { "x": 0.65, "y": 0.98265037469003 }, { "x": 0.7, "y": 0.98625489914854 }, { "x": 0.75, "y": 0.98901039106291 }, { "x": 0.8, "y": 0.99113957889989 }, { "x": 0.85, "y": 0.99280106945313 }, { "x": 0.9, "y": 0.99410936030508 }, { "x": 0.95, "y": 0.99514814999293 }, { "x": 1, "y": 0.99597933387912 }, { "x": 1.05, "y": 0.99664917515084 }, { "x": 1.1, "y": 0.99719259665766 }, { "x": 1.15, "y": 0.99763620416427 }, { "x": 1.2, "y": 0.99800044140534 }, { "x": 1.25, "y": 0.9983011433375 }, { "x": 1.3, "y": 0.99855066725186 }, { "x": 1.35, "y": 0.99875872446204 }, { "x": 1.4, "y": 0.99893299738682 } ] }, { "id": 733, "curve_id": "E8.22", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways in cuts: width of 20 m and height equal to 6 meters. Soil type C. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -0.82098055206983, "sigma": 0.99999999999999978, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01482436336238 }, { "x": 0.1, "y": 0.0692227750347 }, { "x": 0.15, "y": 0.1409324511791 }, { "x": 0.2, "y": 0.21521461518286 }, { "x": 0.25, "y": 0.28593016887731 }, { "x": 0.3, "y": 0.35086275435876 }, { "x": 0.35, "y": 0.40949602694763 }, { "x": 0.4, "y": 0.46203422857538 }, { "x": 0.45, "y": 0.5089646177887 }, { "x": 0.5, "y": 0.55085957996663 }, { "x": 0.55, "y": 0.58828810814255 }, { "x": 0.6, "y": 0.62177842823142 }, { "x": 0.65, "y": 0.65180479521169 }, { "x": 0.7, "y": 0.67878559671094 }, { "x": 0.75, "y": 0.70308651002018 }, { "x": 0.8, "y": 0.72502565034188 }, { "x": 0.85, "y": 0.7448792252174 }, { "x": 0.9, "y": 0.76288700089043 }, { "x": 0.95, "y": 0.7792572847583 }, { "x": 1, "y": 0.79417132702728 }, { "x": 1.05, "y": 0.80778714113706 }, { "x": 1.1, "y": 0.82024278610421 }, { "x": 1.15, "y": 0.83165917046631 }, { "x": 1.2, "y": 0.84214244053008 }, { "x": 1.25, "y": 0.85178601226006 }, { "x": 1.3, "y": 0.86067230010808 }, { "x": 1.35, "y": 0.86887418928347 }, { "x": 1.4, "y": 0.87645629133214 } ] }, { "id": 734, "curve_id": "E8.23", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways in cuts: width of 20 m and height equal to 4 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -1.17118298150294, "sigma": 0.99999999999999956, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.03403453573166 }, { "x": 0.1, "y": 0.12894294159753 }, { "x": 0.15, "y": 0.23393869535882 }, { "x": 0.2, "y": 0.33060074639918 }, { "x": 0.25, "y": 0.41484024096594 }, { "x": 0.3, "y": 0.48692109703045 }, { "x": 0.35, "y": 0.54829739037629 }, { "x": 0.4, "y": 0.60059683874682 }, { "x": 0.45, "y": 0.64530493353086 }, { "x": 0.5, "y": 0.6836876379711 }, { "x": 0.55, "y": 0.71679477089163 }, { "x": 0.6, "y": 0.74548773496807 }, { "x": 0.65, "y": 0.77047136042557 }, { "x": 0.7, "y": 0.79232301520053 }, { "x": 0.75, "y": 0.81151715420482 }, { "x": 0.8, "y": 0.82844530934015 }, { "x": 0.85, "y": 0.84343211126027 }, { "x": 0.9, "y": 0.85674804836792 }, { "x": 0.95, "y": 0.86861961323307 }, { "x": 1, "y": 0.8792373827701 }, { "x": 1.05, "y": 0.88876247241472 }, { "x": 1.1, "y": 0.89733171186383 }, { "x": 1.15, "y": 0.90506181411177 }, { "x": 1.2, "y": 0.91205274941233 }, { "x": 1.25, "y": 0.91839048891467 }, { "x": 1.3, "y": 0.9241492464352 }, { "x": 1.35, "y": 0.9293933188239 }, { "x": 1.4, "y": 0.93417860377443 } ] }, { "id": 735, "curve_id": "E8.24", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways in cuts: width of 20 m and height equal to 6 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "median_dispersion", "mu": -1.30933331998376, "sigma": 1.0000000000000004, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.309, σ=1.000, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.04585949143331 }, { "x": 0.1, "y": 0.16029363676359001 }, { "x": 0.15, "y": 0.27833774793492 }, { "x": 0.2, "y": 0.3820486881508 }, { "x": 0.25, "y": 0.46932726883875 }, { "x": 0.3, "y": 0.54195512721434 }, { "x": 0.35, "y": 0.60237957745691 }, { "x": 0.4, "y": 0.65285598669559 }, { "x": 0.45, "y": 0.69526341748977 }, { "x": 0.5, "y": 0.73111416235068 }, { "x": 0.55, "y": 0.76161163454365 }, { "x": 0.6, "y": 0.78771203562079 }, { "x": 0.65, "y": 0.81017745145822 }, { "x": 0.7, "y": 0.8296184052974 }, { "x": 0.75, "y": 0.84652700343527 }, { "x": 0.8, "y": 0.86130247854219 }, { "x": 0.85, "y": 0.87427082979829 }, { "x": 0.9, "y": 0.88569995495085 }, { "x": 0.95, "y": 0.89581135935846 }, { "x": 1, "y": 0.904789266191 }, { "x": 1.05, "y": 0.91278774771052 }, { "x": 1.1, "y": 0.919936342718 }, { "x": 1.15, "y": 0.92634450954469 }, { "x": 1.2, "y": 0.93210517797502 }, { "x": 1.25, "y": 0.9372975996151 }, { "x": 1.3, "y": 0.94198964866941 }, { "x": 1.35, "y": 0.94623968954834 }, { "x": 1.4, "y": 0.95009810103698 } ] }, { "id": 736, "curve_id": "F7.14", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Granular symmetrical embankment with a height of 10 m, a crest width of 10 m, including two traffic lanes of 3.5 m each exposed to moisture ingress due to flood", "source_type": "Peer-reviewed", "source_abbrev": "McKenna et al. (2021)", "source_detail": "McKenna, G., Argyroudis, S. A., Winter, M. G., and Mitoulis, S. A.: Multiple hazard fragility analysis for granular highway embankments: Moisture ingress and scour, Transportation Geotechnics, 26, 100431, https://doi.org/10.1016/j.trgeo.2020.100431, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "figure_given", "mu": -0.475826577045662, "sigma": 0.67176094364063577, "method": "Curve fitting", "mu_sigma_quality": 0.99975599355579015, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.476, σ=0.672, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Water Intensity Measure", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "0", "hazard_type": "Flooding", "num_points": 51, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.02, "y": 0.006 }, { "x": 0.04, "y": 0.007 }, { "x": 0.06, "y": 0.008 }, { "x": 0.08, "y": 0.009 }, { "x": 0.1, "y": 0.012 }, { "x": 0.12, "y": 0.015 }, { "x": 0.14, "y": 0.019 }, { "x": 0.16, "y": 0.029 }, { "x": 0.18, "y": 0.039 }, { "x": 0.2, "y": 0.049 }, { "x": 0.22, "y": 0.066 }, { "x": 0.24, "y": 0.082 }, { "x": 0.26, "y": 0.099 }, { "x": 0.28, "y": 0.118 }, { "x": 0.3, "y": 0.14 }, { "x": 0.32, "y": 0.162 }, { "x": 0.34, "y": 0.184 }, { "x": 0.36, "y": 0.207 }, { "x": 0.38, "y": 0.229 }, { "x": 0.4, "y": 0.252 }, { "x": 0.42, "y": 0.276 }, { "x": 0.44, "y": 0.299 }, { "x": 0.46, "y": 0.324 }, { "x": 0.48, "y": 0.351 }, { "x": 0.5, "y": 0.377 }, { "x": 0.52, "y": 0.4 }, { "x": 0.54, "y": 0.419 }, { "x": 0.56, "y": 0.437 }, { "x": 0.58, "y": 0.456 }, { "x": 0.6, "y": 0.476 }, { "x": 0.62, "y": 0.497 }, { "x": 0.64, "y": 0.517 }, { "x": 0.66, "y": 0.536 }, { "x": 0.68, "y": 0.552 }, { "x": 0.7, "y": 0.567 }, { "x": 0.72, "y": 0.583 }, { "x": 0.74, "y": 0.599 }, { "x": 0.76, "y": 0.616 }, { "x": 0.78, "y": 0.634 }, { "x": 0.8, "y": 0.651 }, { "x": 0.82, "y": 0.664 }, { "x": 0.84, "y": 0.678 }, { "x": 0.86, "y": 0.691 }, { "x": 0.88, "y": 0.702 }, { "x": 0.9, "y": 0.712 }, { "x": 0.92, "y": 0.723 }, { "x": 0.94, "y": 0.731 }, { "x": 0.96, "y": 0.74 }, { "x": 0.98, "y": 0.749 }, { "x": 1, "y": 0.759 } ] }, { "id": 737, "curve_id": "F7.15", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Granular symmetrical embankment with a height of 10 m, a crest width of 10 m, including two traffic lanes of 3.5 m each exposed to moisture ingress and scour effects due to flood. The scour depth ranges between 0.5 and 3.0 meter.", "source_type": "Peer-reviewed", "source_abbrev": "McKenna et al. (2021)", "source_detail": "McKenna, G., Argyroudis, S. A., Winter, M. G., and Mitoulis, S. A.: Multiple hazard fragility analysis for granular highway embankments: Moisture ingress and scour, Transportation Geotechnics, 26, 100431, https://doi.org/10.1016/j.trgeo.2020.100431, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "figure_given", "mu": -0.469187542248046, "sigma": 0.6661748111513458, "method": "Curve fitting", "mu_sigma_quality": 0.99991749747296976, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.469, σ=0.666, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Water Intensity Measure", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Analytical", "geography": "0", "hazard_type": "Flooding", "num_points": 51, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.02, "y": 0 }, { "x": 0.04, "y": 0 }, { "x": 0.06, "y": 0 }, { "x": 0.08, "y": 0.002 }, { "x": 0.1, "y": 0.005 }, { "x": 0.12, "y": 0.009 }, { "x": 0.14, "y": 0.016 }, { "x": 0.16, "y": 0.023 }, { "x": 0.18, "y": 0.03 }, { "x": 0.2, "y": 0.044 }, { "x": 0.22, "y": 0.061 }, { "x": 0.24, "y": 0.078 }, { "x": 0.26, "y": 0.095 }, { "x": 0.28, "y": 0.112 }, { "x": 0.3, "y": 0.133 }, { "x": 0.32, "y": 0.155 }, { "x": 0.34, "y": 0.178 }, { "x": 0.36, "y": 0.2 }, { "x": 0.38, "y": 0.226 }, { "x": 0.4, "y": 0.251 }, { "x": 0.42, "y": 0.276 }, { "x": 0.44, "y": 0.301 }, { "x": 0.46, "y": 0.324 }, { "x": 0.48, "y": 0.346 }, { "x": 0.5, "y": 0.368 }, { "x": 0.52, "y": 0.392 }, { "x": 0.54, "y": 0.417 }, { "x": 0.56, "y": 0.439 }, { "x": 0.58, "y": 0.458 }, { "x": 0.6, "y": 0.477 }, { "x": 0.62, "y": 0.495 }, { "x": 0.64, "y": 0.512 }, { "x": 0.66, "y": 0.529 }, { "x": 0.68, "y": 0.546 }, { "x": 0.7, "y": 0.563 }, { "x": 0.72, "y": 0.58 }, { "x": 0.74, "y": 0.596 }, { "x": 0.76, "y": 0.612 }, { "x": 0.78, "y": 0.627 }, { "x": 0.8, "y": 0.642 }, { "x": 0.82, "y": 0.658 }, { "x": 0.84, "y": 0.67 }, { "x": 0.86, "y": 0.683 }, { "x": 0.88, "y": 0.696 }, { "x": 0.9, "y": 0.709 }, { "x": 0.92, "y": 0.721 }, { "x": 0.94, "y": 0.732 }, { "x": 0.96, "y": 0.743 }, { "x": 0.98, "y": 0.753 }, { "x": 1, "y": 0.763 } ] }, { "id": 738, "curve_id": "F7.15", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Granular symmetrical embankment with a height of 10 m, a crest width of 10 m, including two traffic lanes of 3.5 m each exposed to moisture ingress and scour effects due to flood. The scour depth ranges between 0.5 and 3.0 meter.", "source_type": "Peer-reviewed", "source_abbrev": "McKenna et al. (2021)", "source_detail": "McKenna, G., Argyroudis, S. A., Winter, M. G., and Mitoulis, S. A.: Multiple hazard fragility analysis for granular highway embankments: Moisture ingress and scour, Transportation Geotechnics, 26, 100431, https://doi.org/10.1016/j.trgeo.2020.100431, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "figure_given", "mu": -0.623122612906275, "sigma": 0.66951635663604092, "method": "Curve fitting", "mu_sigma_quality": 0.99991463171889849, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.623, σ=0.670, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Water Intensity Measure", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Analytical", "geography": "0", "hazard_type": "Flooding", "num_points": 51, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.02, "y": 0.006 }, { "x": 0.04, "y": 0.006 }, { "x": 0.06, "y": 0.006 }, { "x": 0.08, "y": 0.006 }, { "x": 0.1, "y": 0.011 }, { "x": 0.12, "y": 0.015 }, { "x": 0.14, "y": 0.024 }, { "x": 0.16, "y": 0.037 }, { "x": 0.18, "y": 0.054 }, { "x": 0.2, "y": 0.074 }, { "x": 0.22, "y": 0.095 }, { "x": 0.24, "y": 0.117 }, { "x": 0.26, "y": 0.142 }, { "x": 0.28, "y": 0.168 }, { "x": 0.3, "y": 0.195 }, { "x": 0.32, "y": 0.221 }, { "x": 0.34, "y": 0.248 }, { "x": 0.36, "y": 0.274 }, { "x": 0.38, "y": 0.301 }, { "x": 0.4, "y": 0.327 }, { "x": 0.42, "y": 0.354 }, { "x": 0.44, "y": 0.381 }, { "x": 0.46, "y": 0.407 }, { "x": 0.48, "y": 0.432 }, { "x": 0.5, "y": 0.456 }, { "x": 0.52, "y": 0.48 }, { "x": 0.54, "y": 0.504 }, { "x": 0.56, "y": 0.528 }, { "x": 0.58, "y": 0.547 }, { "x": 0.6, "y": 0.567 }, { "x": 0.62, "y": 0.586 }, { "x": 0.64, "y": 0.605 }, { "x": 0.66, "y": 0.623 }, { "x": 0.68, "y": 0.639 }, { "x": 0.7, "y": 0.655 }, { "x": 0.72, "y": 0.671 }, { "x": 0.74, "y": 0.686 }, { "x": 0.76, "y": 0.701 }, { "x": 0.78, "y": 0.714 }, { "x": 0.8, "y": 0.725 }, { "x": 0.82, "y": 0.736 }, { "x": 0.84, "y": 0.747 }, { "x": 0.86, "y": 0.757 }, { "x": 0.88, "y": 0.768 }, { "x": 0.9, "y": 0.779 }, { "x": 0.92, "y": 0.789 }, { "x": 0.94, "y": 0.8 }, { "x": 0.96, "y": 0.81 }, { "x": 0.98, "y": 0.82 }, { "x": 1, "y": 0.829 } ] }, { "id": 739, "curve_id": "L8.3", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Embankments, cuts, abutments, slopes, tracks", "source_type": "Peer-reviewed", "source_abbrev": "Argyroudis and Kaynia (2014)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Fragility Functions of Highway and Railway Infrastructure, in: SYNER-G: Typology Definition and Fragility Functions for Physical Elements at Seismic Risk., vol. 27, edited by: Pitilakis, K., Crowley, H., and Kaynia, A. M., Springer, Dordrecht, 299–326, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Minor", "source_data_type": "datapoints_given", "mu": 1.0986122886669052, "sigma": 0.70000000000527052, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.099, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Discontinuous", "uncertainty": "Yes", "derivation": "Expert Opinion", "geography": "0", "hazard_type": "Landslide", "num_points": 141, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.05827201160207 }, { "x": 2, "y": 0.28121501571666 }, { "x": 3, "y": 0.5 }, { "x": 4, "y": 0.65945434288926 }, { "x": 5, "y": 0.76722876626729 }, { "x": 6, "y": 0.83896432015355 }, { "x": 7, "y": 0.88694217188304 }, { "x": 8, "y": 0.91942056793485 }, { "x": 9, "y": 0.94172798839793 }, { "x": 10, "y": 0.95728024804404 }, { "x": 11, "y": 0.96828166878643 }, { "x": 12, "y": 0.97617185172848 }, { "x": 13, "y": 0.98190415573367 }, { "x": 14, "y": 0.98611909049992 }, { "x": 15, "y": 0.98925312285527 }, { "x": 16, "y": 0.99160775574762 }, { "x": 17, "y": 0.99339397065171 }, { "x": 18, "y": 0.99476121484398 }, { "x": 19, "y": 0.99581656708064 }, { "x": 20, "y": 0.99663757774092 }, { "x": 21, "y": 0.99728098056492 }, { "x": 22, "y": 0.99778867488956 }, { "x": 23, "y": 0.9981918806823 }, { "x": 24, "y": 0.998514055774 }, { "x": 25, "y": 0.99877296503324 }, { "x": 26, "y": 0.99898216223497 }, { "x": 27, "y": 0.99915206103992 }, { "x": 28, "y": 0.99929071571941 }, { "x": 29, "y": 0.99940439495678 }, { "x": 30, "y": 0.99949800684566 }, { "x": 31, "y": 0.99957541599442 }, { "x": 32, "y": 0.99963968178423 }, { "x": 33, "y": 0.99969323857696 }, { "x": 34, "y": 0.99973803287993 }, { "x": 35, "y": 0.99977562837875 }, { "x": 36, "y": 0.99980728682836 }, { "x": 37, "y": 0.99983403069383 }, { "x": 38, "y": 0.9998566919133 }, { "x": 39, "y": 0.99987595004843 }, { "x": 40, "y": 0.99989236227583 }, { "x": 41, "y": 0.99990638707302 }, { "x": 42, "y": 0.99991840300762 }, { "x": 43, "y": 0.99992872370527 }, { "x": 44, "y": 0.99993760982237 }, { "x": 45, "y": 0.99994527866043 }, { "x": 46, "y": 0.99995191191592 }, { "x": 47, "y": 0.99995766194995 }, { "x": 48, "y": 0.9999626568782 }, { "x": 49, "y": 0.99996700471726 }, { "x": 50, "y": 0.99997079677315 }, { "x": 51, "y": 0.9999741104195 }, { "x": 52, "y": 0.99997701138205 }, { "x": 53, "y": 0.99997955562294 }, { "x": 54, "y": 0.99998179089923 }, { "x": 55, "y": 0.99998375805555 }, { "x": 56, "y": 0.99998549209916 }, { "x": 57, "y": 0.9999870230963 }, { "x": 58, "y": 0.99998837692152 }, { "x": 59, "y": 0.99998957588548 }, { "x": 60, "y": 0.99999063926237 }, { "x": 61, "y": 0.99999158373386 }, { "x": 62, "y": 0.9999924237637 }, { "x": 63, "y": 0.99999317191451 }, { "x": 64, "y": 0.99999383911619 }, { "x": 65, "y": 0.99999443489386 }, { "x": 66, "y": 0.99999496756178 }, { "x": 67, "y": 0.99999544438866 }, { "x": 68, "y": 0.99999587173892 }, { "x": 69, "y": 0.99999625519344 }, { "x": 70, "y": 0.99999659965324 }, { "x": 71, "y": 0.99999690942832 }, { "x": 72, "y": 0.99999718831427 }, { "x": 73, "y": 0.99999743965815 }, { "x": 74, "y": 0.99999766641543 }, { "x": 75, "y": 0.99999787119915 }, { "x": 76, "y": 0.99999805632254 }, { "x": 77, "y": 0.99999822383593 }, { "x": 78, "y": 0.99999837555884 }, { "x": 79, "y": 0.99999851310787 }, { "x": 80, "y": 0.99999863792096 }, { "x": 81, "y": 0.99999875127866 }, { "x": 82, "y": 0.99999885432252 }, { "x": 83, "y": 0.99999894807136 }, { "x": 84, "y": 0.9999990334354 }, { "x": 85, "y": 0.9999991112287 }, { "x": 86, "y": 0.99999918218002 }, { "x": 87, "y": 0.99999924694246 }, { "x": 88, "y": 0.99999930610188 }, { "x": 89, "y": 0.99999936018428 }, { "x": 90, "y": 0.99999940966244 }, { "x": 91, "y": 0.99999945496163 }, { "x": 92, "y": 0.99999949646476 }, { "x": 93, "y": 0.99999953451691 }, { "x": 94, "y": 0.99999956942932 }, { "x": 95, "y": 0.99999960148299 }, { "x": 96, "y": 0.99999963093178 }, { "x": 97, "y": 0.99999965800524 }, { "x": 98, "y": 0.99999968291114 }, { "x": 99, "y": 0.99999970583763 }, { "x": 100, "y": 0.99999972695527 }, { "x": 101, "y": 0.99999974641878 }, { "x": 102, "y": 0.99999976436861 }, { "x": 103, "y": 0.99999978093236 }, { "x": 104, "y": 0.99999979622604 }, { "x": 105, "y": 0.99999981035519 }, { "x": 106, "y": 0.9999998234159 }, { "x": 107, "y": 0.99999983549572 }, { "x": 108, "y": 0.99999984667448 }, { "x": 109, "y": 0.999999857025 }, { "x": 110, "y": 0.99999986661375 }, { "x": 111, "y": 0.99999987550148 }, { "x": 112, "y": 0.99999988374369 }, { "x": 113, "y": 0.99999989139117 }, { "x": 114, "y": 0.9999998984904 }, { "x": 115, "y": 0.99999990508394 }, { "x": 116, "y": 0.99999991121081 }, { "x": 117, "y": 0.99999991690676 }, { "x": 118, "y": 0.99999992220462 }, { "x": 119, "y": 0.99999992713451 }, { "x": 120, "y": 0.9999999317241 }, { "x": 121, "y": 0.99999993599881 }, { "x": 122, "y": 0.99999993998204 }, { "x": 123, "y": 0.99999994369529 }, { "x": 124, "y": 0.99999994715837 }, { "x": 125, "y": 0.99999995038953 }, { "x": 126, "y": 0.99999995340557 }, { "x": 127, "y": 0.99999995622199 }, { "x": 128, "y": 0.99999995885308 }, { "x": 129, "y": 0.99999996131205 }, { "x": 130, "y": 0.99999996361107 }, { "x": 131, "y": 0.9999999657614 }, { "x": 132, "y": 0.99999996777344 }, { "x": 133, "y": 0.99999996965682 }, { "x": 134, "y": 0.99999997142042 }, { "x": 135, "y": 0.9999999730725 }, { "x": 136, "y": 0.99999997462068 }, { "x": 137, "y": 0.99999997607203 }, { "x": 138, "y": 0.99999997743309 }, { "x": 139, "y": 0.99999997870994 }, { "x": 140, "y": 0.99999997990821 } ] }, { "id": 740, "curve_id": "E1.1", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Small power plants", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.56064774954575, "sigma": 0.5500000073360034, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.561, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00453711784519 }, { "x": 0.1, "y": 0.08867217843979 }, { "x": 0.15, "y": 0.2703457304739 }, { "x": 0.2, "y": 0.46465643514837 }, { "x": 0.25, "y": 0.62438053534089 }, { "x": 0.3, "y": 0.74166916163361 }, { "x": 0.35, "y": 0.82349685335213 }, { "x": 0.4, "y": 0.87931276310364 }, { "x": 0.45, "y": 0.91708213888581 }, { "x": 0.5, "y": 0.94263372623088 }, { "x": 0.55, "y": 0.95998956533716 }, { "x": 0.6, "y": 0.97185395436432 }, { "x": 0.65, "y": 0.98002665286685 }, { "x": 0.7, "y": 0.98570308672239 }, { "x": 0.75, "y": 0.98967937993446 }, { "x": 0.8, "y": 0.99248853495256 }, { "x": 0.85, "y": 0.99448981743768 }, { "x": 0.9, "y": 0.99592722969938 }, { "x": 0.95, "y": 0.9969678182447 }, { "x": 1, "y": 0.9977268771899 }, { "x": 1.05, "y": 0.99828462853145 }, { "x": 1.1, "y": 0.99869733777587 }, { "x": 1.15, "y": 0.99900477641246 }, { "x": 1.2, "y": 0.99923527038345 }, { "x": 1.25, "y": 0.99940914198328 }, { "x": 1.3, "y": 0.99954107458222 }, { "x": 1.35, "y": 0.99964174965409 }, { "x": 1.4, "y": 0.99971898848101 }, { "x": 1.45, "y": 0.99977855418076 }, { "x": 1.5, "y": 0.99982471908168 }, { "x": 1.55, "y": 0.99986066883368 }, { "x": 1.6, "y": 0.99988879213152 }, { "x": 1.65, "y": 0.9999108897509 }, { "x": 1.7, "y": 0.99992832629513 }, { "x": 1.75, "y": 0.99994214100636 }, { "x": 1.8, "y": 0.9999531291469 }, { "x": 1.85, "y": 0.99996190209662 }, { "x": 1.9, "y": 0.99996893196903 }, { "x": 1.95, "y": 0.99997458490436 }, { "x": 2, "y": 0.99997914603643 }, { "x": 2.05, "y": 0.99998283830524 }, { "x": 2.1, "y": 0.99998583669794 }, { "x": 2.15, "y": 0.99998827907725 }, { "x": 2.2, "y": 0.99999027445073 }, { "x": 2.25, "y": 0.99999190931203 }, { "x": 2.3, "y": 0.99999325252343 }, { "x": 2.35, "y": 0.99999435908988 }, { "x": 2.4, "y": 0.99999527308726 }, { "x": 2.45, "y": 0.99999602994278 }, { "x": 2.5, "y": 0.99999665821721 }, { "x": 2.55, "y": 0.99999718100252 }, { "x": 2.6, "y": 0.99999761702161 }, { "x": 2.65, "y": 0.99999798149649 }, { "x": 2.7, "y": 0.99999828683578 }, { "x": 2.75, "y": 0.99999854318084 }, { "x": 2.8, "y": 0.99999875884084 }, { "x": 2.85, "y": 0.99999894064041 }, { "x": 2.9, "y": 0.99999909419824 }, { "x": 2.95, "y": 0.99999922415084 }, { "x": 3, "y": 0.99999933433289 }, { "x": 3.05, "y": 0.99999942792288 }, { "x": 3.1, "y": 0.99999950756103 }, { "x": 3.15, "y": 0.99999957544502 }, { "x": 3.2, "y": 0.9999996334079 }, { "x": 3.25, "y": 0.99999968298164 }, { "x": 3.3, "y": 0.99999972544905 }, { "x": 3.35, "y": 0.99999976188633 }, { "x": 3.4, "y": 0.99999979319804 }, { "x": 3.45, "y": 0.99999982014584 }, { "x": 3.5, "y": 0.99999984337219 }, { "x": 3.55, "y": 0.99999986341993 }, { "x": 3.6, "y": 0.99999988074854 }, { "x": 3.65, "y": 0.99999989574755 }, { "x": 3.7, "y": 0.99999990874771 }, { "x": 3.75, "y": 0.99999992003035 }, { "x": 3.8, "y": 0.99999992983509 }, { "x": 3.85, "y": 0.99999993836637 }, { "x": 3.9, "y": 0.99999994579884 }, { "x": 3.94999999999999, "y": 0.99999995228194 }, { "x": 3.99999999999999, "y": 0.9999999579437 } ] }, { "id": 741, "curve_id": "E1.10", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Solar farms", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "figure_given", "mu": -1.5606477483045, "sigma": 0.63000000019304692, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.561, σ=0.630, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01136591222887 }, { "x": 0.1, "y": 0.11946243558185 }, { "x": 0.15, "y": 0.29664208472341 }, { "x": 0.2, "y": 0.46913488903774 }, { "x": 0.25, "y": 0.60901450254292 }, { "x": 0.3, "y": 0.71435433142117 }, { "x": 0.35, "y": 0.79126958971031 }, { "x": 0.4, "y": 0.84679616984278 }, { "x": 0.45, "y": 0.88681183553566 }, { "x": 0.5, "y": 0.91574156160665 }, { "x": 0.55, "y": 0.93677736994287 }, { "x": 0.6, "y": 0.95218155453732 }, { "x": 0.65, "y": 0.96354840151685 }, { "x": 0.7, "y": 0.97200207495603 }, { "x": 0.75, "y": 0.97833839216983 }, { "x": 0.8, "y": 0.98312401822678 }, { "x": 0.85, "y": 0.98676521058497 }, { "x": 0.9, "y": 0.98955536193849 }, { "x": 0.95, "y": 0.99170794797976 }, { "x": 1, "y": 0.9933794620863 }, { "x": 1.05, "y": 0.99468547287257 }, { "x": 1.1, "y": 0.99571194082336 }, { "x": 1.15, "y": 0.99652324943116 }, { "x": 1.2, "y": 0.99716794540661 }, { "x": 1.25, "y": 0.99768287080952 }, { "x": 1.3, "y": 0.99809615861719 }, { "x": 1.35, "y": 0.99842941938162 }, { "x": 1.4, "y": 0.99869934817059 }, { "x": 1.45, "y": 0.99891891320411 }, { "x": 1.5, "y": 0.99909824063429 }, { "x": 1.55, "y": 0.99924527716443 }, { "x": 1.6, "y": 0.9993662892099 }, { "x": 1.65, "y": 0.99946624105513 }, { "x": 1.7, "y": 0.99954908290391 }, { "x": 1.75, "y": 0.99961797144653 }, { "x": 1.8, "y": 0.99967543960832 }, { "x": 1.85, "y": 0.99972352782458 }, { "x": 1.9, "y": 0.99976388603874 }, { "x": 1.95, "y": 0.99979785331112 }, { "x": 2, "y": 0.99982652022405 }, { "x": 2.05, "y": 0.9998507780065 }, { "x": 2.1, "y": 0.99987135736138 }, { "x": 2.15, "y": 0.99988885927399 }, { "x": 2.2, "y": 0.99990377955023 }, { "x": 2.25, "y": 0.99991652843187 }, { "x": 2.3, "y": 0.99992744633206 }, { "x": 2.35, "y": 0.99993681650141 }, { "x": 2.4, "y": 0.99994487525706 }, { "x": 2.45, "y": 0.99995182027007 }, { "x": 2.5, "y": 0.99995781730044 }, { "x": 2.55, "y": 0.99996300568698 }, { "x": 2.6, "y": 0.99996750283521 }, { "x": 2.65, "y": 0.99997140789655 }, { "x": 2.7, "y": 0.9999748047927 }, { "x": 2.75, "y": 0.99997776470848 }, { "x": 2.8, "y": 0.99998034815172 }, { "x": 2.85, "y": 0.99998260665969 }, { "x": 2.9, "y": 0.99998458421624 }, { "x": 2.95, "y": 0.99998631843136 }, { "x": 3, "y": 0.99998784152535 }, { "x": 3.05, "y": 0.99998918115177 }, { "x": 3.1, "y": 0.99999036108701 }, { "x": 3.15, "y": 0.9999914018095 }, { "x": 3.2, "y": 0.99999232098702 }, { "x": 3.25, "y": 0.99999313388767 }, { "x": 3.3, "y": 0.99999385372711 }, { "x": 3.35, "y": 0.99999449196243 }, { "x": 3.4, "y": 0.99999505854144 }, { "x": 3.45, "y": 0.99999556211443 }, { "x": 3.5, "y": 0.99999601021448 }, { "x": 3.55, "y": 0.99999640941107 }, { "x": 3.6, "y": 0.99999676544144 }, { "x": 3.65, "y": 0.99999708332281 }, { "x": 3.7, "y": 0.99999736744864 }, { "x": 3.75, "y": 0.9999976216712 }, { "x": 3.8, "y": 0.9999978493726 }, { "x": 3.85, "y": 0.99999805352582 }, { "x": 3.9, "y": 0.99999823674749 }, { "x": 3.94999999999999, "y": 0.9999984013433 }, { "x": 3.99999999999999, "y": 0.99999854934737 } ] }, { "id": 742, "curve_id": "E1.15", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Hydropower plant", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Gautam & Rupakhety (2021)", "source_detail": "Gautam, D. and Rupakhety, R.: Empirical seismic vulnerability analysis of infrastructure systems in Nepal, Bulletin of Earthquake Engineering, 19, 6113–6127, https://doi.org/10.1007/s10518-021-01219-5, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "datapoints_given", "mu": -1.07880966137193, "sigma": 0.35000000000000447, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.079, σ=0.350, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.163942E-08 }, { "x": 0.1, "y": 0.00023570115748 }, { "x": 0.15, "y": 0.0096928590485 }, { "x": 0.2, "y": 0.0647494717372 }, { "x": 0.25, "y": 0.1898287024335 }, { "x": 0.3, "y": 0.36031797859974 }, { "x": 0.35, "y": 0.53300327682226 }, { "x": 0.4, "y": 0.67879784283614 }, { "x": 0.45, "y": 0.78839444873658 }, { "x": 0.5, "y": 0.86474586093713 }, { "x": 0.55, "y": 0.91531137927568 }, { "x": 0.6, "y": 0.9476851505374 }, { "x": 0.65, "y": 0.9679515309836 }, { "x": 0.7, "y": 0.98045518158484 }, { "x": 0.75, "y": 0.98810068229607 }, { "x": 0.8, "y": 0.99275257822133 }, { "x": 0.85, "y": 0.99557731655112 }, { "x": 0.9, "y": 0.99729277653861 }, { "x": 0.95, "y": 0.99833634740846 }, { "x": 1, "y": 0.99897300740685 }, { "x": 1.05, "y": 0.99936286821448 }, { "x": 1.1, "y": 0.99960264128574 }, { "x": 1.15, "y": 0.99975081703306 }, { "x": 1.2, "y": 0.99984285764408 }, { "x": 1.25, "y": 0.99990033587496 }, { "x": 1.3, "y": 0.99993642787833 }, { "x": 1.35, "y": 0.99995921756994 }, { "x": 1.4, "y": 0.99997368868026 }, { "x": 1.45, "y": 0.99998292931459 }, { "x": 1.5, "y": 0.99998886303196 }, { "x": 1.55, "y": 0.9999926944232 }, { "x": 1.6, "y": 0.99999518192349 }, { "x": 1.65, "y": 0.9999968056538 }, { "x": 1.7, "y": 0.99999787119915 }, { "x": 1.75, "y": 0.99999857410568 }, { "x": 1.8, "y": 0.99999904017345 }, { "x": 1.85, "y": 0.99999935076049 }, { "x": 1.9, "y": 0.99999955875722 }, { "x": 1.95, "y": 0.99999969872376 }, { "x": 2, "y": 0.99999979335666 }, { "x": 2.05, "y": 0.99999985763524 }, { "x": 2.1, "y": 0.99999990149362 }, { "x": 2.15, "y": 0.99999993155148 }, { "x": 2.2, "y": 0.99999995224052 }, { "x": 2.25, "y": 0.99999996654123 }, { "x": 2.3, "y": 0.99999997646711 }, { "x": 2.35, "y": 0.99999998338438 }, { "x": 2.4, "y": 0.99999998822405 }, { "x": 2.45, "y": 0.99999999162323 }, { "x": 2.5, "y": 0.9999999940197 }, { "x": 2.55, "y": 0.9999999957155 }, { "x": 2.6, "y": 0.99999999691983 }, { "x": 2.65, "y": 0.99999999777816 }, { "x": 2.7, "y": 0.99999999839201 }, { "x": 2.75, "y": 0.9999999988325 }, { "x": 2.8, "y": 0.99999999914965 }, { "x": 2.85, "y": 0.99999999937872 }, { "x": 2.9, "y": 0.99999999954471 }, { "x": 2.95, "y": 0.99999999966536 }, { "x": 3, "y": 0.99999999975333 }, { "x": 3.05, "y": 0.99999999981765 }, { "x": 3.1, "y": 0.99999999986482 }, { "x": 3.15, "y": 0.99999999989952 }, { "x": 3.2, "y": 0.99999999992511 }, { "x": 3.25, "y": 0.99999999994404 }, { "x": 3.3, "y": 0.99999999995807 }, { "x": 3.35, "y": 0.99999999996851 }, { "x": 3.4, "y": 0.99999999997629 }, { "x": 3.45, "y": 0.9999999999821 }, { "x": 3.5, "y": 0.99999999998646 }, { "x": 3.55, "y": 0.99999999998973 }, { "x": 3.6, "y": 0.9999999999922 }, { "x": 3.65, "y": 0.99999999999405 }, { "x": 3.7, "y": 0.99999999999546 }, { "x": 3.75, "y": 0.99999999999653 }, { "x": 3.8, "y": 0.99999999999734 }, { "x": 3.85, "y": 0.99999999999795 }, { "x": 3.9, "y": 0.99999999999842 }, { "x": 3.94999999999999, "y": 0.99999999999878 }, { "x": 3.99999999999999, "y": 0.99999999999906 } ] }, { "id": 743, "curve_id": "E1.2", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Small power plants", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.77195684193223, "sigma": 0.500000000001814, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.772, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00719154113478 }, { "x": 0.1, "y": 0.14428667391627 }, { "x": 0.15, "y": 0.40116751510729 }, { "x": 0.2, "y": 0.62742379065988 }, { "x": 0.25, "y": 0.77974282981743 }, { "x": 0.3, "y": 0.87201503720475 }, { "x": 0.35, "y": 0.92566839999511 }, { "x": 0.4, "y": 0.95649009916014 }, { "x": 0.45, "y": 0.97422653523355 }, { "x": 0.5, "y": 0.98452127943875 }, { "x": 0.55, "y": 0.99056881046448 }, { "x": 0.6, "y": 0.99416986598532 }, { "x": 0.65, "y": 0.99634463008319 }, { "x": 0.7, "y": 0.9976766978226 }, { "x": 0.75, "y": 0.99850395565999 }, { "x": 0.8, "y": 0.99902461467069 }, { "x": 0.85, "y": 0.99935652898709 }, { "x": 0.9, "y": 0.9995707226469 }, { "x": 0.95, "y": 0.99971056584952 }, { "x": 1, "y": 0.99980288285449 }, { "x": 1.05, "y": 0.99986446978447 }, { "x": 1.1, "y": 0.99990596847397 }, { "x": 1.15, "y": 0.99993419803717 }, { "x": 1.2, "y": 0.99995357543992 }, { "x": 1.25, "y": 0.99996699130771 }, { "x": 1.3, "y": 0.99997635605229 }, { "x": 1.35, "y": 0.99998294415883 }, { "x": 1.4, "y": 0.99998761351552 }, { "x": 1.45, "y": 0.99999094654754 }, { "x": 1.5, "y": 0.99999334191123 }, { "x": 1.55, "y": 0.99999507461831 }, { "x": 1.6, "y": 0.99999633580886 }, { "x": 1.65, "y": 0.99999725928509 }, { "x": 1.7, "y": 0.9999979393566 }, { "x": 1.75, "y": 0.99999844293613 }, { "x": 1.8, "y": 0.99999881779931 }, { "x": 1.85, "y": 0.99999909826566 }, { "x": 1.9, "y": 0.9999993091329 }, { "x": 1.95, "y": 0.99999946841963 }, { "x": 2, "y": 0.99999958928954 }, { "x": 2.05, "y": 0.9999996814098 }, { "x": 2.1, "y": 0.9999997519155 }, { "x": 2.15, "y": 0.99999980609846 }, { "x": 2.2, "y": 0.99999984790182 }, { "x": 2.25, "y": 0.99999988027709 }, { "x": 2.3, "y": 0.99999990544316 }, { "x": 2.35, "y": 0.99999992507526 }, { "x": 2.4, "y": 0.99999994044331 }, { "x": 2.45, "y": 0.99999995251379 }, { "x": 2.5, "y": 0.99999996202513 }, { "x": 2.55, "y": 0.99999996954355 }, { "x": 2.6, "y": 0.99999997550484 }, { "x": 2.65, "y": 0.99999998024555 }, { "x": 2.7, "y": 0.9999999840265 }, { "x": 2.75, "y": 0.99999998705046 }, { "x": 2.8, "y": 0.99999998947561 }, { "x": 2.85, "y": 0.99999999142568 }, { "x": 2.9, "y": 0.99999999299781 }, { "x": 2.95, "y": 0.99999999426843 }, { "x": 3, "y": 0.99999999529789 }, { "x": 3.05, "y": 0.99999999613395 }, { "x": 3.1, "y": 0.99999999681453 }, { "x": 3.15, "y": 0.99999999736981 }, { "x": 3.2, "y": 0.99999999782385 }, { "x": 3.25, "y": 0.99999999819592 }, { "x": 3.3, "y": 0.99999999850146 }, { "x": 3.35, "y": 0.99999999875289 }, { "x": 3.4, "y": 0.9999999989602 }, { "x": 3.45, "y": 0.99999999913148 }, { "x": 3.5, "y": 0.99999999927325 }, { "x": 3.55, "y": 0.99999999939082 }, { "x": 3.6, "y": 0.99999999948851 }, { "x": 3.65, "y": 0.99999999956981 }, { "x": 3.7, "y": 0.9999999996376 }, { "x": 3.75, "y": 0.99999999969423 }, { "x": 3.8, "y": 0.9999999997416 }, { "x": 3.85, "y": 0.9999999997813 }, { "x": 3.9, "y": 0.99999999981462 }, { "x": 3.94999999999999, "y": 0.99999999984264 }, { "x": 3.99999999999999, "y": 0.99999999986623 } ] }, { "id": 744, "curve_id": "E1.3", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Medium/large power plants", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.38629436112389, "sigma": 0.60000000002173792, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.386, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00365483809969 }, { "x": 0.1, "y": 0.06336170645684 }, { "x": 0.15, "y": 0.19728024864491 }, { "x": 0.2, "y": 0.35498144906224 }, { "x": 0.25, "y": 0.5 }, { "x": 0.3, "y": 0.61938625149082 }, { "x": 0.35, "y": 0.71252864582899 }, { "x": 0.4, "y": 0.78328607868878 }, { "x": 0.45, "y": 0.83636917017197 }, { "x": 0.5, "y": 0.87600500574714 }, { "x": 0.55, "y": 0.90559298276739 }, { "x": 0.6, "y": 0.92773321057942 }, { "x": 0.65, "y": 0.94436593971661 }, { "x": 0.7, "y": 0.95692194027068 }, { "x": 0.75, "y": 0.96645125692808 }, { "x": 0.8, "y": 0.97372403493567 }, { "x": 0.85, "y": 0.97930619080853 }, { "x": 0.9, "y": 0.98361499130001 }, { "x": 0.95, "y": 0.98695944060234 }, { "x": 1, "y": 0.98956949587352 }, { "x": 1.05, "y": 0.99161718438585 }, { "x": 1.1, "y": 0.99323189019718 }, { "x": 1.15, "y": 0.99451145312748 }, { "x": 1.2, "y": 0.99553025878214 }, { "x": 1.25, "y": 0.99634516190031 }, { "x": 1.3, "y": 0.99699984437351 }, { "x": 1.35, "y": 0.99752803780526 }, { "x": 1.4, "y": 0.99795591871323 }, { "x": 1.45, "y": 0.99830389798057 }, { "x": 1.5, "y": 0.99858796460795 }, { "x": 1.55, "y": 0.99882069988089 }, { "x": 1.6, "y": 0.99901204659005 }, { "x": 1.65, "y": 0.99916989529738 }, { "x": 1.7, "y": 0.99930053327816 }, { "x": 1.75, "y": 0.99940898988894 }, { "x": 1.8, "y": 0.99949930344689 }, { "x": 1.85, "y": 0.99957472835462 }, { "x": 1.9, "y": 0.99963789652813 }, { "x": 1.95, "y": 0.99969094372444 }, { "x": 2, "y": 0.99973560879348 }, { "x": 2.05, "y": 0.99977331195718 }, { "x": 2.1, "y": 0.99980521677788 }, { "x": 2.15, "y": 0.99983227939187 }, { "x": 2.2, "y": 0.99985528776226 }, { "x": 2.25, "y": 0.9998748930809 }, { "x": 2.3, "y": 0.99989163497241 }, { "x": 2.35, "y": 0.9999059617882 }, { "x": 2.4, "y": 0.99991824699791 }, { "x": 2.45, "y": 0.99992880246845 }, { "x": 2.5, "y": 0.99993788925315 }, { "x": 2.55, "y": 0.99994572638286 }, { "x": 2.6, "y": 0.99995249804863 }, { "x": 2.65, "y": 0.99995835948621 }, { "x": 2.7, "y": 0.99996344180933 }, { "x": 2.75, "y": 0.99996785598987 }, { "x": 2.8, "y": 0.99997169614334 }, { "x": 2.85, "y": 0.99997504224767 }, { "x": 2.9, "y": 0.99997796239816 }, { "x": 2.95, "y": 0.999980514682 }, { "x": 3, "y": 0.99998274874011 }, { "x": 3.05, "y": 0.99998470707107 }, { "x": 3.1, "y": 0.99998642612228 }, { "x": 3.15, "y": 0.99998793720467 }, { "x": 3.2, "y": 0.99998926726126 }, { "x": 3.25, "y": 0.99999043951407 }, { "x": 3.3, "y": 0.99999147400967 }, { "x": 3.35, "y": 0.99999238808013 }, { "x": 3.4, "y": 0.99999319673326 }, { "x": 3.45, "y": 0.99999391298347 }, { "x": 3.5, "y": 0.9999945481328 }, { "x": 3.55, "y": 0.99999511201009 }, { "x": 3.6, "y": 0.99999561317481 }, { "x": 3.65, "y": 0.99999605909107 }, { "x": 3.7, "y": 0.99999645627635 }, { "x": 3.75, "y": 0.99999681042897 }, { "x": 3.8, "y": 0.99999712653733 }, { "x": 3.85, "y": 0.99999740897379 }, { "x": 3.9, "y": 0.99999766157535 }, { "x": 3.94999999999999, "y": 0.99999788771329 }, { "x": 3.99999999999999, "y": 0.9999980903531 } ] }, { "id": 745, "curve_id": "E1.4", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Medium/large power plants", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.51412773321046, "sigma": 0.55000000343664368, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.514, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00353184684935 }, { "x": 0.1, "y": 0.07584909863593 }, { "x": 0.15, "y": 0.24310497479787 }, { "x": 0.2, "y": 0.43121125606545 }, { "x": 0.25, "y": 0.59189576611476 }, { "x": 0.3, "y": 0.71359504783751 }, { "x": 0.35, "y": 0.80071894201184 }, { "x": 0.4, "y": 0.86147637243448 }, { "x": 0.45, "y": 0.90339256436375 }, { "x": 0.5, "y": 0.93224107437065 }, { "x": 0.55, "y": 0.95214161459278 }, { "x": 0.6, "y": 0.96593799504213 }, { "x": 0.65, "y": 0.97556464186131 }, { "x": 0.7, "y": 0.98233081310076 }, { "x": 0.75, "y": 0.98712299865148 }, { "x": 0.8, "y": 0.99054356672411 }, { "x": 0.85, "y": 0.9930040359078 }, { "x": 0.9, "y": 0.99478736162574 }, { "x": 0.95, "y": 0.99608947413817 }, { "x": 1, "y": 0.99704704003079 }, { "x": 1.05, "y": 0.99775609637072 }, { "x": 1.1, "y": 0.99828462853145 }, { "x": 1.15, "y": 0.99868111419747 }, { "x": 1.2, "y": 0.99898036672817 }, { "x": 1.25, "y": 0.99920755954837 }, { "x": 1.3, "y": 0.99938101740823 }, { "x": 1.35, "y": 0.9995141659982 }, { "x": 1.4, "y": 0.99961690315768 }, { "x": 1.45, "y": 0.99969656984079 }, { "x": 1.5, "y": 0.99975864223103 }, { "x": 1.55, "y": 0.99980722827269 }, { "x": 1.6, "y": 0.99984542611995 }, { "x": 1.65, "y": 0.99987558447348 }, { "x": 1.7, "y": 0.99989949276974 }, { "x": 1.75, "y": 0.99991852091298 }, { "x": 1.8, "y": 0.99993372249986 }, { "x": 1.85, "y": 0.99994591147923 }, { "x": 1.9, "y": 0.99995571937555 }, { "x": 1.95, "y": 0.99996363821526 }, { "x": 2, "y": 0.99997005288245 }, { "x": 2.05, "y": 0.99997526561972 }, { "x": 2.1, "y": 0.99997951466417 }, { "x": 2.15, "y": 0.99998298848368 }, { "x": 2.2, "y": 0.99998583669794 }, { "x": 2.25, "y": 0.99998817849003 }, { "x": 2.3, "y": 0.99999010911074 }, { "x": 2.35, "y": 0.99999170492719 }, { "x": 2.4, "y": 0.99999302735598 }, { "x": 2.45, "y": 0.99999412593825 }, { "x": 2.5, "y": 0.99999504075226 }, { "x": 2.55, "y": 0.9999958043125 }, { "x": 2.6, "y": 0.99999644306957 }, { "x": 2.65, "y": 0.99999697859843 }, { "x": 2.7, "y": 0.99999742854275 }, { "x": 2.75, "y": 0.9999978073676 }, { "x": 2.8, "y": 0.99999812696117 }, { "x": 2.85, "y": 0.99999839711709 }, { "x": 2.9, "y": 0.99999862592227 }, { "x": 2.95, "y": 0.99999882006936 }, { "x": 3, "y": 0.99999898510937 }, { "x": 3.05, "y": 0.99999912565632 }, { "x": 3.1, "y": 0.99999924555336 }, { "x": 3.15, "y": 0.99999934800816 }, { "x": 3.2, "y": 0.9999994357033 }, { "x": 3.25, "y": 0.99999951088656 }, { "x": 3.3, "y": 0.99999957544502 }, { "x": 3.35, "y": 0.99999963096581 }, { "x": 3.4, "y": 0.99999967878626 }, { "x": 3.45, "y": 0.9999997200352 }, { "x": 3.5, "y": 0.99999975566706 }, { "x": 3.55, "y": 0.99999978649025 }, { "x": 3.6, "y": 0.99999981319059 }, { "x": 3.65, "y": 0.99999983635084 }, { "x": 3.7, "y": 0.99999985646699 }, { "x": 3.75, "y": 0.99999987396182 }, { "x": 3.8, "y": 0.99999988919624 }, { "x": 3.85, "y": 0.99999990247884 }, { "x": 3.9, "y": 0.99999991407381 }, { "x": 3.94999999999999, "y": 0.99999992420767 }, { "x": 3.99999999999999, "y": 0.99999993307495 } ] }, { "id": 746, "curve_id": "E1.5", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Thermal plant", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "figure_given", "mu": -0.869884359788455, "sigma": 0.55000000258911008, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.870, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 5.550410023E-05 }, { "x": 0.1, "y": 0.00459491409798 }, { "x": 0.15, "y": 0.03090186997923 }, { "x": 0.2, "y": 0.08937030342378 }, { "x": 0.25, "y": 0.17388404183553 }, { "x": 0.3, "y": 0.27178161886342 }, { "x": 0.35, "y": 0.37177359775369 }, { "x": 0.4, "y": 0.46637905298521 }, { "x": 0.45, "y": 0.55162807557776 }, { "x": 0.5, "y": 0.62602374955784 }, { "x": 0.55, "y": 0.68956989006849 }, { "x": 0.6, "y": 0.74306836980209 }, { "x": 0.65, "y": 0.78767101151101 }, { "x": 0.7, "y": 0.82461790259278 }, { "x": 0.75, "y": 0.85509752748923 }, { "x": 0.8, "y": 0.88018105742323 }, { "x": 0.85, "y": 0.90079922646375 }, { "x": 0.9, "y": 0.91774214323827 }, { "x": 0.95, "y": 0.93167034841534 }, { "x": 1, "y": 0.9431304482021 }, { "x": 1.05, "y": 0.95257170041287 }, { "x": 1.1, "y": 0.96036172118987 }, { "x": 1.15, "y": 0.96680050132355 }, { "x": 1.2, "y": 0.972132480684 }, { "x": 1.25, "y": 0.97655671898059 }, { "x": 1.3, "y": 0.98023533677297 }, { "x": 1.35, "y": 0.9833004512139 }, { "x": 1.4, "y": 0.98585983661645 }, { "x": 1.45, "y": 0.98800152361541 }, { "x": 1.5, "y": 0.98979752526468 }, { "x": 1.55, "y": 0.99130685076049 }, { "x": 1.6, "y": 0.99257794107105 }, { "x": 1.65, "y": 0.9936506371338 }, { "x": 1.7, "y": 0.99455777095304 }, { "x": 1.75, "y": 0.99532645285819 }, { "x": 1.8, "y": 0.99597911407527 }, { "x": 1.85, "y": 0.99653435223486 }, { "x": 1.9, "y": 0.9970076180905 }, { "x": 1.95, "y": 0.99741177417861 }, { "x": 2, "y": 0.9977575500884 }, { "x": 2.05, "y": 0.99805391414764 }, { "x": 2.1, "y": 0.99830837743589 }, { "x": 2.15, "y": 0.99852724291979 }, { "x": 2.2, "y": 0.99871581001027 }, { "x": 2.25, "y": 0.99887854284442 }, { "x": 2.3, "y": 0.99901920899444 }, { "x": 2.35, "y": 0.9991409940232 }, { "x": 2.4, "y": 0.99924659627529 }, { "x": 2.45, "y": 0.99933830546473 }, { "x": 2.5, "y": 0.99941806795316 }, { "x": 2.55, "y": 0.99948754107521 }, { "x": 2.6, "y": 0.99954813843294 }, { "x": 2.65, "y": 0.99960106773038 }, { "x": 2.7, "y": 0.99964736243421 }, { "x": 2.75, "y": 0.99968790831536 }, { "x": 2.8, "y": 0.99972346573863 }, { "x": 2.85, "y": 0.99975468841395 }, { "x": 2.9, "y": 0.99978213919782 }, { "x": 2.95, "y": 0.99980630343153 }, { "x": 3, "y": 0.99982760021859 }, { "x": 3.05, "y": 0.99984639197531 }, { "x": 3.1, "y": 0.99986299253193 }, { "x": 3.15, "y": 0.99987767401488 }, { "x": 3.2, "y": 0.99989067270273 }, { "x": 3.25, "y": 0.99990219401636 }, { "x": 3.3, "y": 0.99991241677766 }, { "x": 3.35, "y": 0.99992149684925 }, { "x": 3.4, "y": 0.99992957024978 }, { "x": 3.45, "y": 0.999936755824 }, { "x": 3.5, "y": 0.99994315753441 }, { "x": 3.55, "y": 0.9999488664309 }, { "x": 3.6, "y": 0.99995396234574 }, { "x": 3.65, "y": 0.99995851535427 }, { "x": 3.7, "y": 0.99996258703517 }, { "x": 3.75, "y": 0.99996623155934 }, { "x": 3.8, "y": 0.99996949663167 }, { "x": 3.85, "y": 0.99997242430679 }, { "x": 3.9, "y": 0.99997505169634 }, { "x": 3.94999999999999, "y": 0.99997741158297 }, { "x": 3.99999999999999, "y": 0.99997953295406 } ] }, { "id": 747, "curve_id": "E1.6", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Thermal plant", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "figure_given", "mu": -1.7897614665654, "sigma": 0.55000000000009219, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.790, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01416543063645 }, { "x": 0.1, "y": 0.17556321928378 }, { "x": 0.15, "y": 0.42261924398423 }, { "x": 0.2, "y": 0.62849162147051 }, { "x": 0.25, "y": 0.76839657299368 }, { "x": 0.3, "y": 0.85657793977984 }, { "x": 0.35, "y": 0.91074295639517 }, { "x": 0.4, "y": 0.94387136981342 }, { "x": 0.45, "y": 0.96424928539372 }, { "x": 0.5, "y": 0.97691545584513 }, { "x": 0.55, "y": 0.98488773402711 }, { "x": 0.6, "y": 0.98997305027858 }, { "x": 0.65, "y": 0.99326076140974 }, { "x": 0.7, "y": 0.99541448388949 }, { "x": 0.75, "y": 0.9968433883513 }, { "x": 0.8, "y": 0.99780299084302 }, { "x": 0.85, "y": 0.99845491450835 }, { "x": 0.9, "y": 0.99890269063006 }, { "x": 0.95, "y": 0.99921345587182 }, { "x": 1, "y": 0.99943126239084 }, { "x": 1.05, "y": 0.9995853433383 }, { "x": 1.1, "y": 0.99969530800764 }, { "x": 1.15, "y": 0.99977444579977 }, { "x": 1.2, "y": 0.9998318514914 }, { "x": 1.25, "y": 0.99987380735825 }, { "x": 1.3, "y": 0.99990469150065 }, { "x": 1.35, "y": 0.99992758082561 }, { "x": 1.4, "y": 0.99994465519951 }, { "x": 1.45, "y": 0.99995747083735 }, { "x": 1.5, "y": 0.99996714686994 }, { "x": 1.55, "y": 0.99997449373653 }, { "x": 1.6, "y": 0.9999801022557 }, { "x": 1.65, "y": 0.99998440589433 }, { "x": 1.7, "y": 0.99998772462113 }, { "x": 1.75, "y": 0.99999029600959 }, { "x": 1.8, "y": 0.99999229744722 }, { "x": 1.85, "y": 0.99999386209728 }, { "x": 1.9, "y": 0.99999509044217 }, { "x": 1.95, "y": 0.9999960586815 }, { "x": 2, "y": 0.99999682487709 }, { "x": 2.05, "y": 0.99999743347427 }, { "x": 2.1, "y": 0.99999791864631 }, { "x": 2.15, "y": 0.99999830678097 }, { "x": 2.2, "y": 0.99999861833835 }, { "x": 2.25, "y": 0.99999886924578 }, { "x": 2.3, "y": 0.9999990719497 }, { "x": 2.35, "y": 0.99999923621267 }, { "x": 2.4, "y": 0.99999936971962 }, { "x": 2.45, "y": 0.99999947854114 }, { "x": 2.5, "y": 0.99999956748871 }, { "x": 2.55, "y": 0.99999964038837 }, { "x": 2.6, "y": 0.99999970029214 }, { "x": 2.65, "y": 0.99999974964213 }, { "x": 2.7, "y": 0.99999979039822 }, { "x": 2.75, "y": 0.99999982413784 }, { "x": 2.8, "y": 0.99999985213418 }, { "x": 2.85, "y": 0.99999987541765 }, { "x": 2.9, "y": 0.99999989482442 }, { "x": 2.95, "y": 0.99999991103476 }, { "x": 3, "y": 0.99999992460353 }, { "x": 3.05, "y": 0.99999993598438 }, { "x": 3.1, "y": 0.99999994554908 }, { "x": 3.15, "y": 0.99999995360305 }, { "x": 3.2, "y": 0.99999996039773 }, { "x": 3.25, "y": 0.99999996614061 }, { "x": 3.3, "y": 0.99999997100324 }, { "x": 3.35, "y": 0.99999997512778 }, { "x": 3.4, "y": 0.99999997863227 }, { "x": 3.45, "y": 0.99999998161492 }, { "x": 3.5, "y": 0.9999999841576 }, { "x": 3.55, "y": 0.99999998632867 }, { "x": 3.6, "y": 0.99999998818536 }, { "x": 3.65, "y": 0.99999998977562 }, { "x": 3.7, "y": 0.99999999113972 }, { "x": 3.75, "y": 0.99999999231155 }, { "x": 3.8, "y": 0.99999999331964 }, { "x": 3.85, "y": 0.9999999941881 }, { "x": 3.9, "y": 0.99999999493729 }, { "x": 3.94999999999999, "y": 0.99999999558447 }, { "x": 3.99999999999999, "y": 0.99999999614427 } ] }, { "id": 748, "curve_id": "E1.9", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Solar farms", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "figure_given", "mu": -1.02165124842888, "sigma": 0.630000002753504, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.022, σ=0.630, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00086378658943 }, { "x": 0.1, "y": 0.02101473026112 }, { "x": 0.15, "y": 0.08232018748955 }, { "x": 0.2, "y": 0.1754113508182 }, { "x": 0.25, "y": 0.28136254031647 }, { "x": 0.3, "y": 0.38613791664461 }, { "x": 0.35, "y": 0.48216696859012 }, { "x": 0.4, "y": 0.56640896658951 }, { "x": 0.45, "y": 0.63840404187375 }, { "x": 0.5, "y": 0.69896812188262 }, { "x": 0.55, "y": 0.74943760598265 }, { "x": 0.6, "y": 0.79126958971031 }, { "x": 0.65, "y": 0.82584856246598 }, { "x": 0.7, "y": 0.85440574599519 }, { "x": 0.75, "y": 0.87799666358978 }, { "x": 0.8, "y": 0.8975068107105 }, { "x": 0.85, "y": 0.9136693273285 }, { "x": 0.9, "y": 0.92708639923385 }, { "x": 0.95, "y": 0.93825037443742 }, { "x": 1, "y": 0.94756284225433 }, { "x": 1.05, "y": 0.95535108593994 }, { "x": 1.1, "y": 0.96188188880429 }, { "x": 1.15, "y": 0.96737292727591 }, { "x": 1.2, "y": 0.97200207495603 }, { "x": 1.25, "y": 0.97591495181585 }, { "x": 1.3, "y": 0.9792310262779 }, { "x": 1.35, "y": 0.98204853780901 }, { "x": 1.4, "y": 0.98444846520907 }, { "x": 1.45, "y": 0.98649772625758 }, { "x": 1.5, "y": 0.98825175983093 }, { "x": 1.55, "y": 0.98975661247163 }, { "x": 1.6, "y": 0.99105062736399 }, { "x": 1.65, "y": 0.99216581413407 }, { "x": 1.7, "y": 0.99312896214981 }, { "x": 1.75, "y": 0.99396254738811 }, { "x": 1.8, "y": 0.99468547287257 }, { "x": 1.85, "y": 0.99531367467052 }, { "x": 1.9, "y": 0.99586061906069 }, { "x": 1.95, "y": 0.99633771140836 }, { "x": 2, "y": 0.99675463324565 }, { "x": 2.05, "y": 0.99711962083536 }, { "x": 2.1, "y": 0.99743969592859 }, { "x": 2.15, "y": 0.99772085737308 }, { "x": 2.2, "y": 0.99796824058603 }, { "x": 2.25, "y": 0.99818625058597 }, { "x": 2.3, "y": 0.99837867321864 }, { "x": 2.35, "y": 0.99854876835757 }, { "x": 2.4, "y": 0.99869934817059 }, { "x": 2.45, "y": 0.99883284298547 }, { "x": 2.5, "y": 0.99895135683547 }, { "x": 2.55, "y": 0.99905671439781 }, { "x": 2.6, "y": 0.99915050073805 }, { "x": 2.65, "y": 0.99923409502927 }, { "x": 2.7, "y": 0.9993086992142 }, { "x": 2.75, "y": 0.99937536241452 }, { "x": 2.8, "y": 0.99943500175662 }, { "x": 2.85, "y": 0.99948842017179 }, { "x": 2.9, "y": 0.9995363216371 }, { "x": 2.95, "y": 0.9995793242475 }, { "x": 3, "y": 0.99961797144653 }, { "x": 3.05, "y": 0.99965274169094 }, { "x": 3.1, "y": 0.99968405678099 }, { "x": 3.15, "y": 0.99971228905198 }, { "x": 3.2, "y": 0.99973776759221 }, { "x": 3.25, "y": 0.99976078362738 }, { "x": 3.3, "y": 0.99978159518993 }, { "x": 3.35, "y": 0.99980043117427 }, { "x": 3.4, "y": 0.99981749486356 }, { "x": 3.45, "y": 0.99983296700117 }, { "x": 3.5, "y": 0.99984700846937 }, { "x": 3.55, "y": 0.99985976262832 }, { "x": 3.6, "y": 0.99987135736138 }, { "x": 3.65, "y": 0.99988190686573 }, { "x": 3.7, "y": 0.99989151322203 }, { "x": 3.75, "y": 0.9999002677721 }, { "x": 3.8, "y": 0.99990825232947 }, { "x": 3.85, "y": 0.99991554024445 }, { "x": 3.9, "y": 0.99992219734217 }, { "x": 3.94999999999999, "y": 0.99992828274983 }, { "x": 3.99999999999999, "y": 0.99993384962681 } ] }, { "id": 749, "curve_id": "E12.1", "sector": "Telecommunications", "ci_type": "Others", "ci_desc": "Central offices and broadcasting stations", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.13943428318836, "sigma": 0.60000000000001519, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.139, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00098795340995 }, { "x": 0.1, "y": 0.02627596506433 }, { "x": 0.15, "y": 0.10332882438198 }, { "x": 0.2, "y": 0.21671392131122 }, { "x": 0.25, "y": 0.34037736040162 }, { "x": 0.3, "y": 0.4571706974663 }, { "x": 0.35, "y": 0.55936268772455 }, { "x": 0.4, "y": 0.64501855093776 }, { "x": 0.45, "y": 0.71505414107251 }, { "x": 0.5, "y": 0.7715048412238 }, { "x": 0.55, "y": 0.81664738140466 }, { "x": 0.6, "y": 0.85260722068189 }, { "x": 0.65, "y": 0.88121564243699 }, { "x": 0.7, "y": 0.90398526826512 }, { "x": 0.75, "y": 0.92213602646391 }, { "x": 0.8, "y": 0.93663829354316 }, { "x": 0.85, "y": 0.94825793686098 }, { "x": 0.9, "y": 0.95759697748791 }, { "x": 0.95, "y": 0.96512789386116 }, { "x": 1, "y": 0.97122151812913 }, { "x": 1.05, "y": 0.97616924480614 }, { "x": 1.1, "y": 0.98020049021046 }, { "x": 1.15, "y": 0.98349631814541 }, { "x": 1.2, "y": 0.9862000317248 }, { "x": 1.25, "y": 0.98842539279769 }, { "x": 1.3, "y": 0.99026299920358 }, { "x": 1.35, "y": 0.99178523708862 }, { "x": 1.4, "y": 0.99305013291934 }, { "x": 1.45, "y": 0.99410435609334 }, { "x": 1.5, "y": 0.99498556533289 }, { "x": 1.55, "y": 0.99572424735258 }, { "x": 1.6, "y": 0.99634516190031 }, { "x": 1.65, "y": 0.99686848090303 }, { "x": 1.7, "y": 0.99731068926709 }, { "x": 1.75, "y": 0.99768529944236 }, { "x": 1.8, "y": 0.99800342003881 }, { "x": 1.85, "y": 0.99827420972352 }, { "x": 1.9, "y": 0.99850524066896 }, { "x": 1.95, "y": 0.9987027904694 }, { "x": 2, "y": 0.99887207731229 }, { "x": 2.05, "y": 0.99901744999798 }, { "x": 2.1, "y": 0.9991425419238 }, { "x": 2.15, "y": 0.99925039622254 }, { "x": 2.2, "y": 0.99934356774317 }, { "x": 2.25, "y": 0.99942420638617 }, { "x": 2.3, "y": 0.99949412538454 }, { "x": 2.35, "y": 0.99955485739579 }, { "x": 2.4, "y": 0.99960770069827 }, { "x": 2.45, "y": 0.9996537573323 }, { "x": 2.5, "y": 0.99969396466705 }, { "x": 2.55, "y": 0.99972912158838 }, { "x": 2.6, "y": 0.99975991027438 }, { "x": 2.65, "y": 0.99978691434299 }, { "x": 2.7, "y": 0.9998106340095 }, { "x": 2.75, "y": 0.99983149877367 }, { "x": 2.8, "y": 0.99984987806162 }, { "x": 2.85, "y": 0.9998660901703 }, { "x": 2.9, "y": 0.99988040980048 }, { "x": 2.95, "y": 0.99989307441331 }, { "x": 3, "y": 0.99990428960452 }, { "x": 3.05, "y": 0.99991423365639 }, { "x": 3.1, "y": 0.99992306140055 }, { "x": 3.15, "y": 0.99993090750156 }, { "x": 3.2, "y": 0.99993788925315 }, { "x": 3.25, "y": 0.99994410896345 }, { "x": 3.3, "y": 0.99994965599297 }, { "x": 3.35, "y": 0.99995460849879 }, { "x": 3.4, "y": 0.99995903492966 }, { "x": 3.45, "y": 0.9999629953096 }, { "x": 3.5, "y": 0.99996654234152 }, { "x": 3.55, "y": 0.99996972235764 }, { "x": 3.6, "y": 0.99997257613912 }, { "x": 3.65, "y": 0.99997513962382 }, { "x": 3.7, "y": 0.99997744451849 }, { "x": 3.75, "y": 0.99997951882892 }, { "x": 3.8, "y": 0.99998138731957 }, { "x": 3.85, "y": 0.99998307191286 }, { "x": 3.9, "y": 0.99998459203616 }, { "x": 3.94999999999999, "y": 0.999985964924 }, { "x": 3.99999999999999, "y": 0.99998720588139 } ] }, { "id": 750, "curve_id": "E12.2", "sector": "Telecommunications", "ci_type": "Others", "ci_desc": "Central offices and broadcasting stations", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.34707364827472, "sigma": 0.50000000220842711, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.347, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00048806587309 }, { "x": 0.1, "y": 0.02800081968424 }, { "x": 0.15, "y": 0.13564587277795 }, { "x": 0.2, "y": 0.29988596099091 }, { "x": 0.25, "y": 0.46873846080102 }, { "x": 0.3, "y": 0.61263817424469 }, { "x": 0.35, "y": 0.72391214750822 }, { "x": 0.4, "y": 0.80553676004379 }, { "x": 0.45, "y": 0.86370813218205 }, { "x": 0.5, "y": 0.90453840214864 }, { "x": 0.55, "y": 0.93299483698679 }, { "x": 0.6, "y": 0.95278672678233 }, { "x": 0.65, "y": 0.96656758159108 }, { "x": 0.7, "y": 0.97619300119496 }, { "x": 0.75, "y": 0.98294560134183 }, { "x": 0.8, "y": 0.98770744692004 }, { "x": 0.85, "y": 0.99108451174268 }, { "x": 0.9, "y": 0.99349373645418 }, { "x": 0.95, "y": 0.99522291583337 }, { "x": 1, "y": 0.99647155145704 }, { "x": 1.05, "y": 0.99737862661033 }, { "x": 1.1, "y": 0.99804148684139 }, { "x": 1.15, "y": 0.99852869889089 }, { "x": 1.2, "y": 0.99888883716312 }, { "x": 1.25, "y": 0.99915651257578 }, { "x": 1.3, "y": 0.99935652898709 }, { "x": 1.35, "y": 0.9995067634712 }, { "x": 1.4, "y": 0.99962017297631 }, { "x": 1.45, "y": 0.99970620001538 }, { "x": 1.5, "y": 0.99977176281856 }, { "x": 1.55, "y": 0.99982195663624 }, { "x": 1.6, "y": 0.99986055317475 }, { "x": 1.65, "y": 0.99989035819091 }, { "x": 1.7, "y": 0.99991346888598 }, { "x": 1.75, "y": 0.99993146013788 }, { "x": 1.8, "y": 0.99994551992995 }, { "x": 1.85, "y": 0.99995654832279 }, { "x": 1.9, "y": 0.99996523013266 }, { "x": 1.95, "y": 0.99997208855263 }, { "x": 2, "y": 0.9999775248945 }, { "x": 2.05, "y": 0.99998184817522 }, { "x": 2.1, "y": 0.99998529723816 }, { "x": 2.15, "y": 0.99998805736254 }, { "x": 2.2, "y": 0.9999902727853 }, { "x": 2.25, "y": 0.99999205617905 }, { "x": 2.3, "y": 0.99999349585367 }, { "x": 2.35, "y": 0.99999466124896 }, { "x": 2.4, "y": 0.99999560713913 }, { "x": 2.45, "y": 0.99999637686276 }, { "x": 2.5, "y": 0.99999700481262 }, { "x": 2.55, "y": 0.99999751836149 }, { "x": 2.6, "y": 0.9999979393566 }, { "x": 2.65, "y": 0.99999828528298 }, { "x": 2.7, "y": 0.99999857017193 }, { "x": 2.75, "y": 0.99999880531262 }, { "x": 2.8, "y": 0.99999899981106 }, { "x": 2.85, "y": 0.99999916103052 }, { "x": 2.9, "y": 0.99999929493942 }, { "x": 2.95, "y": 0.99999940638698 }, { "x": 3, "y": 0.99999949932215 }, { "x": 3.05, "y": 0.99999957696799 }, { "x": 3.1, "y": 0.99999964196082 }, { "x": 3.15, "y": 0.99999969646168 }, { "x": 3.2, "y": 0.9999997422457 }, { "x": 3.25, "y": 0.99999978077401 }, { "x": 3.3, "y": 0.99999981325166 }, { "x": 3.35, "y": 0.99999984067445 }, { "x": 3.4, "y": 0.99999986386686 }, { "x": 3.45, "y": 0.99999988351275 }, { "x": 3.5, "y": 0.99999990018041 }, { "x": 3.55, "y": 0.99999991434293 }, { "x": 3.6, "y": 0.99999992639485 }, { "x": 3.65, "y": 0.99999993666573 }, { "x": 3.7, "y": 0.99999994543135 }, { "x": 3.75, "y": 0.99999995292283 }, { "x": 3.8, "y": 0.99999995933422 }, { "x": 3.85, "y": 0.99999996482867 }, { "x": 3.9, "y": 0.99999996954355 }, { "x": 3.94999999999999, "y": 0.99999997359474 }, { "x": 3.99999999999999, "y": 0.9999999770801 } ] }, { "id": 751, "curve_id": "E13.1", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground concrete tank, anchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.653926467406663, "sigma": 0.70000000000000007, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.654, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00041076529938 }, { "x": 0.1, "y": 0.00925570652999 }, { "x": 0.15, "y": 0.03786722177386 }, { "x": 0.2, "y": 0.08612395562073 }, { "x": 0.25, "y": 0.14772515471296 }, { "x": 0.3, "y": 0.21599805176529 }, { "x": 0.35, "y": 0.28584468678034 }, { "x": 0.4, "y": 0.35390234159017 }, { "x": 0.45, "y": 0.41818276005684 }, { "x": 0.5, "y": 0.47765911729714 }, { "x": 0.55, "y": 0.53193219746521 }, { "x": 0.6, "y": 0.58099116845113 }, { "x": 0.65, "y": 0.62505200090785 }, { "x": 0.7, "y": 0.66445227047878 }, { "x": 0.75, "y": 0.69958464364103 }, { "x": 0.8, "y": 0.73085607952388 }, { "x": 0.85, "y": 0.75866377604073 }, { "x": 0.9, "y": 0.78338183705799 }, { "x": 0.95, "y": 0.80535468754019 }, { "x": 1, "y": 0.82489464689138 }, { "x": 1.05, "y": 0.8422819885935 }, { "x": 1.1, "y": 0.85776641732013 }, { "x": 1.15, "y": 0.87156928835687 }, { "x": 1.2, "y": 0.88388614976731 }, { "x": 1.25, "y": 0.89488935282549 }, { "x": 1.3, "y": 0.90473058214501 }, { "x": 1.35, "y": 0.9135432242572 }, { "x": 1.4, "y": 0.92144453561538 }, { "x": 1.45, "y": 0.92853759695759 }, { "x": 1.5, "y": 0.93491305642203 }, { "x": 1.55, "y": 0.94065067255509 }, { "x": 1.6, "y": 0.94582067284503 }, { "x": 1.65, "y": 0.95048494526321 }, { "x": 1.7, "y": 0.9546980805398 }, { "x": 1.75, "y": 0.95850828221412 }, { "x": 1.8, "y": 0.9619581603106 }, { "x": 1.85, "y": 0.96508542306844 }, { "x": 1.9, "y": 0.96792347966327 }, { "x": 1.95, "y": 0.97050196540064 }, { "x": 2, "y": 0.97284719948939 }, { "x": 2.05, "y": 0.97498258424533 }, { "x": 2.1, "y": 0.97692895344347 }, { "x": 2.15, "y": 0.97870487652941 }, { "x": 2.2, "y": 0.98032692451268 }, { "x": 2.25, "y": 0.98180990258695 }, { "x": 2.3, "y": 0.98316705384434 }, { "x": 2.35, "y": 0.98441023786229 }, { "x": 2.4, "y": 0.98555008743171 }, { "x": 2.45, "y": 0.9865961462539 }, { "x": 2.5, "y": 0.98755699005356 }, { "x": 2.55, "y": 0.98844033322619 }, { "x": 2.6, "y": 0.98925312285527 }, { "x": 2.65, "y": 0.99000162169 }, { "x": 2.7, "y": 0.99069148146392 }, { "x": 2.75, "y": 0.99132780775283 }, { "x": 2.8, "y": 0.99191521741361 }, { "x": 2.85, "y": 0.99245788951009 }, { "x": 2.9, "y": 0.99295961051501 }, { "x": 2.95, "y": 0.99342381447599 }, { "x": 3, "y": 0.99385361874567 }, { "x": 3.05, "y": 0.99425185580048 }, { "x": 3.1, "y": 0.99462110160648 }, { "x": 3.15, "y": 0.99496370093379 }, { "x": 3.2, "y": 0.99528178997141 }, { "x": 3.25, "y": 0.99557731655112 }, { "x": 3.3, "y": 0.99585205825151 }, { "x": 3.35, "y": 0.99610763862067 }, { "x": 3.4, "y": 0.99634554172717 }, { "x": 3.45, "y": 0.99656712522443 }, { "x": 3.5, "y": 0.99677363209137 }, { "x": 3.55, "y": 0.99696620119356 }, { "x": 3.6, "y": 0.99714587679196 }, { "x": 3.65, "y": 0.99731361711205 }, { "x": 3.7, "y": 0.99747030207304 }, { "x": 3.75, "y": 0.9976167402657 }, { "x": 3.8, "y": 0.99775367525717 }, { "x": 3.85, "y": 0.9978817912927 }, { "x": 3.9, "y": 0.99800171845622 }, { "x": 3.94999999999999, "y": 0.99811403734496 }, { "x": 3.99999999999999, "y": 0.99821928330743 } ] }, { "id": 752, "curve_id": "E13.10", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Unanchored elevated", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "figure_given", "mu": -1.56064774841627, "sigma": 0.6000000007807087, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.561, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00838281561415 }, { "x": 0.1, "y": 0.10812482259436 }, { "x": 0.15, "y": 0.28747135417101 }, { "x": 0.2, "y": 0.46759495110353 }, { "x": 0.25, "y": 0.61431715483311 }, { "x": 0.3, "y": 0.72389716740193 }, { "x": 0.35, "y": 0.80271975135509 }, { "x": 0.4, "y": 0.85857260444791 }, { "x": 0.45, "y": 0.89799925177543 }, { "x": 0.5, "y": 0.92588815558423 }, { "x": 0.55, "y": 0.94571838134857 }, { "x": 0.6, "y": 0.95991525879828 }, { "x": 0.65, "y": 0.97015713698939 }, { "x": 0.7, "y": 0.97760500137522 }, { "x": 0.75, "y": 0.98306472632513 }, { "x": 0.8, "y": 0.98709882386463 }, { "x": 0.85, "y": 0.99010259673403 }, { "x": 0.9, "y": 0.99235589401661 }, { "x": 0.95, "y": 0.99405834611965 }, { "x": 1, "y": 0.99535345532047 }, { "x": 1.05, "y": 0.99634516190031 }, { "x": 1.1, "y": 0.99710931155138 }, { "x": 1.15, "y": 0.99770164956402 }, { "x": 1.2, "y": 0.998163434343 }, { "x": 1.25, "y": 0.99852540808008 }, { "x": 1.3, "y": 0.9988106257575 }, { "x": 1.35, "y": 0.99903648510304 }, { "x": 1.4, "y": 0.99921619331312 }, { "x": 1.45, "y": 0.99935983397566 }, { "x": 1.5, "y": 0.99947514824702 }, { "x": 1.55, "y": 0.99956811042859 }, { "x": 1.6, "y": 0.99964335464397 }, { "x": 1.65, "y": 0.99970449299809 }, { "x": 1.7, "y": 0.99975435416408 }, { "x": 1.75, "y": 0.99979516327729 }, { "x": 1.8, "y": 0.99982867828964 }, { "x": 1.85, "y": 0.9998562938469 }, { "x": 1.9, "y": 0.99987912081162 }, { "x": 1.95, "y": 0.99989804742887 }, { "x": 2, "y": 0.99991378658652 }, { "x": 2.05, "y": 0.99992691249149 }, { "x": 2.1, "y": 0.99993788925315 }, { "x": 2.15, "y": 0.99994709325051 }, { "x": 2.2, "y": 0.99995483070436 }, { "x": 2.25, "y": 0.99996135153518 }, { "x": 2.3, "y": 0.99996686033202 }, { "x": 2.35, "y": 0.99997152506595 }, { "x": 2.4, "y": 0.99997548403553 }, { "x": 2.45, "y": 0.99997885142184 }, { "x": 2.5, "y": 0.99998172174557 }, { "x": 2.55, "y": 0.99998417345466 }, { "x": 2.6, "y": 0.99998627182079 }, { "x": 2.65, "y": 0.99998807128475 }, { "x": 2.7, "y": 0.99998961736113 }, { "x": 2.75, "y": 0.99999094818936 }, { "x": 2.8, "y": 0.99999209580017 }, { "x": 2.85, "y": 0.9999930871525 }, { "x": 2.9, "y": 0.99999394498452 }, { "x": 2.95, "y": 0.99999468851392 }, { "x": 3, "y": 0.99999533401551 }, { "x": 3.05, "y": 0.99999589529878 }, { "x": 3.1, "y": 0.99999638410361 }, { "x": 3.15, "y": 0.99999681042897 }, { "x": 3.2, "y": 0.99999718280643 }, { "x": 3.25, "y": 0.99999750852835 }, { "x": 3.3, "y": 0.99999779383862 }, { "x": 3.35, "y": 0.99999804409235 }, { "x": 3.4, "y": 0.99999826388992 }, { "x": 3.45, "y": 0.99999845718968 }, { "x": 3.5, "y": 0.99999862740285 }, { "x": 3.55, "y": 0.99999877747369 }, { "x": 3.6, "y": 0.99999890994717 }, { "x": 3.65, "y": 0.99999902702634 }, { "x": 3.7, "y": 0.99999913062102 }, { "x": 3.75, "y": 0.9999992223891 }, { "x": 3.8, "y": 0.99999930377178 }, { "x": 3.85, "y": 0.99999937602356 }, { "x": 3.9, "y": 0.99999944023783 }, { "x": 3.94999999999999, "y": 0.99999949736881 }, { "x": 3.99999999999999, "y": 0.99999954825032 } ] }, { "id": 753, "curve_id": "E13.11", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.150822889885283, "sigma": 0.800000000391654, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.151, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00018817413153 }, { "x": 0.1, "y": 0.00357578442019 }, { "x": 0.15, "y": 0.01452264201489 }, { "x": 0.2, "y": 0.03413134629635 }, { "x": 0.25, "y": 0.06125307355759 }, { "x": 0.3, "y": 0.09401363936239 }, { "x": 0.35, "y": 0.13055975213669 }, { "x": 0.4, "y": 0.16932532148021 }, { "x": 0.45, "y": 0.20908332695348 }, { "x": 0.5, "y": 0.24891584952021 }, { "x": 0.55, "y": 0.28816015540767 }, { "x": 0.6, "y": 0.32635398817382 }, { "x": 0.65, "y": 0.3631880986425 }, { "x": 0.7, "y": 0.39846778079569 }, { "x": 0.75, "y": 0.43208279822877 }, { "x": 0.8, "y": 0.46398434977739 }, { "x": 0.85, "y": 0.49416765180562 }, { "x": 0.9, "y": 0.52265888249398 }, { "x": 0.95, "y": 0.54950546142729 }, { "x": 1, "y": 0.57476885581291 }, { "x": 1.05, "y": 0.59851928973439 }, { "x": 1.1, "y": 0.6208318813862 }, { "x": 1.15, "y": 0.64178384893654 }, { "x": 1.2, "y": 0.66145251427492 }, { "x": 1.25, "y": 0.67991390110304 }, { "x": 1.3, "y": 0.69724177451662 }, { "x": 1.35, "y": 0.71350700734982 }, { "x": 1.4, "y": 0.72877718719288 }, { "x": 1.45, "y": 0.74311639950389 }, { "x": 1.5, "y": 0.75658513839759 }, { "x": 1.55, "y": 0.76924030884758 }, { "x": 1.6, "y": 0.78113529318512 }, { "x": 1.65, "y": 0.79232006166737 }, { "x": 1.7, "y": 0.80284131208119 }, { "x": 1.75, "y": 0.81274262726469 }, { "x": 1.8, "y": 0.82206464238196 }, { "x": 1.85, "y": 0.83084521601201 }, { "x": 1.9, "y": 0.83911960078912 }, { "x": 1.95, "y": 0.84692061059138 }, { "x": 2, "y": 0.85427878221807 }, { "x": 2.05, "y": 0.86122253020145 }, { "x": 2.1, "y": 0.86777829392169 }, { "x": 2.15, "y": 0.87397067657923 }, { "x": 2.2, "y": 0.87982257586008 }, { "x": 2.25, "y": 0.88535530633206 }, { "x": 2.3, "y": 0.89058871375242 }, { "x": 2.35, "y": 0.89554128156539 }, { "x": 2.4, "y": 0.90023022993219 }, { "x": 2.45, "y": 0.90467160767544 }, { "x": 2.5, "y": 0.90888037754037 }, { "x": 2.55, "y": 0.91287049518249 }, { "x": 2.6, "y": 0.91665498228868 }, { "x": 2.65, "y": 0.92024599422923 }, { "x": 2.7, "y": 0.92365488262412 }, { "x": 2.75, "y": 0.92689225318944 }, { "x": 2.8, "y": 0.92996801921077 }, { "x": 2.85, "y": 0.93289145097023 }, { "x": 2.9, "y": 0.93567122143326 }, { "x": 2.95, "y": 0.93831544848107 }, { "x": 3, "y": 0.94083173395495 }, { "x": 3.05, "y": 0.94322719975929 }, { "x": 3.1, "y": 0.9455085212524 }, { "x": 3.15, "y": 0.94768195813663 }, { "x": 3.2, "y": 0.94975338304332 }, { "x": 3.25, "y": 0.95172830799302 }, { "x": 3.3, "y": 0.95361190889707 }, { "x": 3.35, "y": 0.95540904825367 }, { "x": 3.4, "y": 0.95712429617935 }, { "x": 3.45, "y": 0.95876194990561 }, { "x": 3.5, "y": 0.96032605185974 }, { "x": 3.55, "y": 0.96182040643976 }, { "x": 3.6, "y": 0.9632485955842 }, { "x": 3.65, "y": 0.9646139932294 }, { "x": 3.7, "y": 0.96591977873981 }, { "x": 3.75, "y": 0.96716894938934 }, { "x": 3.8, "y": 0.96836433196627 }, { "x": 3.85, "y": 0.96950859356776 }, { "x": 3.9, "y": 0.97060425164502 }, { "x": 3.94999999999999, "y": 0.97165368335545 }, { "x": 3.99999999999999, "y": 0.97265913427324 } ] }, { "id": 754, "curve_id": "E13.12", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Filled for <50%", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": 0.6931471805599454, "sigma": 0.40000000000001651, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.693, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 3E-14 }, { "x": 0.15, "y": 4.72E-11 }, { "x": 0.2, "y": 4.29474E-09 }, { "x": 0.25, "y": 1.0039547E-07 }, { "x": 0.3, "y": 1.05392192E-06 }, { "x": 0.35, "y": 6.58013083E-06 }, { "x": 0.4, "y": 2.865825092E-05 }, { "x": 0.45, "y": 9.606826427E-05 }, { "x": 0.5, "y": 0.00026439120652 }, { "x": 0.55, "y": 0.00062447151867 }, { "x": 0.6, "y": 0.00130653087655 }, { "x": 0.65, "y": 0.00247842035831 }, { "x": 0.7, "y": 0.00433810996705 }, { "x": 0.75, "y": 0.00710178956504 }, { "x": 0.8, "y": 0.01098960893709 }, { "x": 0.85, "y": 0.01621114270122 }, { "x": 0.9, "y": 0.02295231213651 }, { "x": 0.95, "y": 0.03136494429041 }, { "x": 1, "y": 0.04155957087041 }, { "x": 1.05, "y": 0.0536015730257 }, { "x": 1.1, "y": 0.06751041210558 }, { "x": 1.15, "y": 0.08326145778803 }, { "x": 1.2, "y": 0.10078981612102 }, { "x": 1.25, "y": 0.11999554294667 }, { "x": 1.3, "y": 0.1407496733629 }, { "x": 1.35, "y": 0.16290057936086 }, { "x": 1.4, "y": 0.18628026525405 }, { "x": 1.45, "y": 0.21071030959376 }, { "x": 1.5, "y": 0.23600725377115 }, { "x": 1.55, "y": 0.26198731639632 }, { "x": 1.6, "y": 0.28847037678677 }, { "x": 1.65, "y": 0.31528322047708 }, { "x": 1.7, "y": 0.34226207578398 }, { "x": 1.75, "y": 0.36925449497271 }, { "x": 1.8, "y": 0.39612064854267 }, { "x": 1.85, "y": 0.42273410862731 }, { "x": 1.9, "y": 0.44898219934283 }, { "x": 1.95, "y": 0.47476598972668 }, { "x": 2, "y": 0.5 }, { "x": 2.05, "y": 0.52461168532005 }, { "x": 2.1, "y": 0.54854075376193 }, { "x": 2.15, "y": 0.57173836757847 }, { "x": 2.2, "y": 0.59416626925085 }, { "x": 2.25, "y": 0.61579586674137 }, { "x": 2.3, "y": 0.63660730586382 }, { "x": 2.35, "y": 0.65658855188773 }, { "x": 2.4, "y": 0.67573449742066 }, { "x": 2.45, "y": 0.69404610925785 }, { "x": 2.5, "y": 0.71152962321323 }, { "x": 2.55, "y": 0.72819579289534 }, { "x": 2.6, "y": 0.74405919590353 }, { "x": 2.65, "y": 0.75913759892595 }, { "x": 2.7, "y": 0.77345138165648 }, { "x": 2.75, "y": 0.78702301824941 }, { "x": 2.8, "y": 0.79987661414026 }, { "x": 2.85, "y": 0.81203749542626 }, { "x": 2.9, "y": 0.82353184757492 }, { "x": 2.95, "y": 0.83438639997187 }, { "x": 3, "y": 0.84462815269671 }, { "x": 3.05, "y": 0.85428414189662 }, { "x": 3.1, "y": 0.86338124018885 }, { "x": 3.15, "y": 0.87194598864263 }, { "x": 3.2, "y": 0.88000445705333 }, { "x": 3.25, "y": 0.88758212941189 }, { "x": 3.3, "y": 0.89470381168017 }, { "x": 3.35, "y": 0.90139355919972 }, { "x": 3.4, "y": 0.90767462128025 }, { "x": 3.45, "y": 0.91356940072998 }, { "x": 3.5, "y": 0.91909942629937 }, { "x": 3.55, "y": 0.92428533620997 }, { "x": 3.6, "y": 0.92914687112892 }, { "x": 3.65, "y": 0.9337028751264 }, { "x": 3.7, "y": 0.93797130331744 }, { "x": 3.75, "y": 0.94196923504026 }, { "x": 3.8, "y": 0.94571289156146 }, { "x": 3.85, "y": 0.94921765742416 }, { "x": 3.9, "y": 0.95249810466862 }, { "x": 3.94999999999999, "y": 0.95556801925754 }, { "x": 3.99999999999999, "y": 0.95844042912959 } ] }, { "id": 755, "curve_id": "E13.13", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Filled for >=50%", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.3147107448397, "sigma": 0.8000000000000006, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.315, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00040219911136 }, { "x": 0.1, "y": 0.00648043024792 }, { "x": 0.15, "y": 0.0239637018448 }, { "x": 0.2, "y": 0.05278724621748 }, { "x": 0.25, "y": 0.09020730856983 }, { "x": 0.3, "y": 0.13315990954057 }, { "x": 0.35, "y": 0.17907675830299 }, { "x": 0.4, "y": 0.22603305147453 }, { "x": 0.45, "y": 0.27267382641654 }, { "x": 0.5, "y": 0.31809034305899 }, { "x": 0.55, "y": 0.36170398320802 }, { "x": 0.6, "y": 0.40317262288024 }, { "x": 0.65, "y": 0.44231982228816 }, { "x": 0.7, "y": 0.47908297621857 }, { "x": 0.75, "y": 0.51347603642178 }, { "x": 0.8, "y": 0.54556302379019 }, { "x": 0.85, "y": 0.5754393755895 }, { "x": 0.9, "y": 0.6032189212621 }, { "x": 0.95, "y": 0.62902487639107 }, { "x": 1, "y": 0.65298369349229 }, { "x": 1.05, "y": 0.67522093735004 }, { "x": 1.1, "y": 0.69585859024896 }, { "x": 1.15, "y": 0.71501336282199 }, { "x": 1.2, "y": 0.73279570796837 }, { "x": 1.25, "y": 0.74930932219176 }, { "x": 1.3, "y": 0.76465098075485 }, { "x": 1.35, "y": 0.77891059739043 }, { "x": 1.4, "y": 0.79217143103995 }, { "x": 1.45, "y": 0.80451038481992 }, { "x": 1.5, "y": 0.81599835871197 }, { "x": 1.55, "y": 0.82670062915802 }, { "x": 1.6, "y": 0.83667723711747 }, { "x": 1.65, "y": 0.8459833721386 }, { "x": 1.7, "y": 0.85466974427525 }, { "x": 1.75, "y": 0.86278293872175 }, { "x": 1.8, "y": 0.87036575018658 }, { "x": 1.85, "y": 0.87745749552815 }, { "x": 1.9, "y": 0.88409430421319 }, { "x": 1.95, "y": 0.89030938686037 }, { "x": 2, "y": 0.8961332825935 }, { "x": 2.05, "y": 0.90159408621815 }, { "x": 2.1, "y": 0.90671765640376 }, { "x": 2.15, "y": 0.9115278061354 }, { "x": 2.2, "y": 0.91604647672247 }, { "x": 2.25, "y": 0.92029389663456 }, { "x": 2.3, "y": 0.92428872639101 }, { "x": 2.35, "y": 0.9280481906704 }, { "x": 2.4, "y": 0.93158819873664 }, { "x": 2.45, "y": 0.93492345420357 }, { "x": 2.5, "y": 0.93806755508438 }, { "x": 2.55, "y": 0.94103308499779 }, { "x": 2.6, "y": 0.94383169633055 }, { "x": 2.65, "y": 0.94647418608803 }, { "x": 2.7, "y": 0.9489705651001 }, { "x": 2.75, "y": 0.95133012118994 }, { "x": 2.8, "y": 0.95356147685832 }, { "x": 2.85, "y": 0.95567264198489 }, { "x": 2.9, "y": 0.95767106200164 }, { "x": 2.95, "y": 0.95956366195114 }, { "x": 3, "y": 0.96135688680357 }, { "x": 3.05, "y": 0.9630567383713 }, { "x": 3.1, "y": 0.96466880912796 }, { "x": 3.15, "y": 0.96619831321 }, { "x": 3.2, "y": 0.96765011485261 }, { "x": 3.25, "y": 0.96902875448823 }, { "x": 3.3, "y": 0.97033847271428 }, { "x": 3.35, "y": 0.97158323231787 }, { "x": 3.4, "y": 0.97276673852711 }, { "x": 3.45, "y": 0.97389245764359 }, { "x": 3.5, "y": 0.9749636341957 }, { "x": 3.55, "y": 0.97598330674 }, { "x": 3.6, "y": 0.976954322426 }, { "x": 3.65, "y": 0.9778793504293 }, { "x": 3.7, "y": 0.97876089434835 }, { "x": 3.75, "y": 0.97960130365177 }, { "x": 3.8, "y": 0.98040278425506 }, { "x": 3.85, "y": 0.98116740829877 }, { "x": 3.9, "y": 0.98189712319351 }, { "x": 3.94999999999999, "y": 0.98259375999182 }, { "x": 3.99999999999999, "y": 0.9832590411412 } ] }, { "id": 756, "curve_id": "E13.14", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Filled for >=60%", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.356674943938733, "sigma": 0.80000000000000415, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.357, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00048545786183 }, { "x": 0.1, "y": 0.00749982132754 }, { "x": 0.15, "y": 0.02707989978735 }, { "x": 0.2, "y": 0.05867972714951 }, { "x": 0.25, "y": 0.09904291423372 }, { "x": 0.3, "y": 0.14477203683468 }, { "x": 0.35, "y": 0.19312610938197 }, { "x": 0.4, "y": 0.24211364208862 }, { "x": 0.45, "y": 0.2903745183273 }, { "x": 0.5, "y": 0.33702714057344 }, { "x": 0.55, "y": 0.38153470580683 }, { "x": 0.6, "y": 0.42360152399827 }, { "x": 0.65, "y": 0.46309678248078 }, { "x": 0.7, "y": 0.5 }, { "x": 0.75, "y": 0.53436261611103 }, { "x": 0.8, "y": 0.56628123608947 }, { "x": 0.85, "y": 0.59587916644457 }, { "x": 0.9, "y": 0.62329379737638 }, { "x": 0.95, "y": 0.64866808754946 }, { "x": 1, "y": 0.67214491638321 }, { "x": 1.05, "y": 0.69386343359725 }, { "x": 1.1, "y": 0.71395679383224 }, { "x": 1.15, "y": 0.73255084605066 }, { "x": 1.2, "y": 0.74976347540703 }, { "x": 1.25, "y": 0.76570438534441 }, { "x": 1.3, "y": 0.78047517111924 }, { "x": 1.35, "y": 0.79416958070419 }, { "x": 1.4, "y": 0.80687389061803 }, { "x": 1.45, "y": 0.81866734656441 }, { "x": 1.5, "y": 0.82962263454947 }, { "x": 1.55, "y": 0.83980635930259 }, { "x": 1.6, "y": 0.84927951469135 }, { "x": 1.65, "y": 0.85809793635234 }, { "x": 1.7, "y": 0.86631273062744 }, { "x": 1.75, "y": 0.87397067657923 }, { "x": 1.8, "y": 0.88111459970103 }, { "x": 1.85, "y": 0.88778371717925 }, { "x": 1.9, "y": 0.89401395538381 }, { "x": 1.95, "y": 0.89983824077995 }, { "x": 2, "y": 0.90528676576194 }, { "x": 2.05, "y": 0.91038723107009 }, { "x": 2.1, "y": 0.9151650665129 }, { "x": 2.15, "y": 0.91964363170859 }, { "x": 2.2, "y": 0.92384439850898 }, { "x": 2.25, "y": 0.92778711668902 }, { "x": 2.3, "y": 0.93148996439022 }, { "x": 2.35, "y": 0.93496968470256 }, { "x": 2.4, "y": 0.93824170966377 }, { "x": 2.45, "y": 0.94132027285049 }, { "x": 2.5, "y": 0.94421851163496 }, { "x": 2.55, "y": 0.94694856008558 }, { "x": 2.6, "y": 0.94952163340013 }, { "x": 2.65, "y": 0.95194810467758 }, { "x": 2.7, "y": 0.95423757475827 }, { "x": 2.75, "y": 0.95639893579193 }, { "x": 2.8, "y": 0.95844042912959 }, { "x": 2.85, "y": 0.96036969807729 }, { "x": 2.9, "y": 0.96219383599701 }, { "x": 2.95, "y": 0.96391943019273 }, { "x": 3, "y": 0.9655526019767 }, { "x": 3.05, "y": 0.96709904327201 }, { "x": 3.1, "y": 0.96856405007321 }, { "x": 3.15, "y": 0.96995255305471 }, { "x": 3.2, "y": 0.97126914558897 }, { "x": 3.25, "y": 0.97251810941068 }, { "x": 3.3, "y": 0.9737034381405 }, { "x": 3.35, "y": 0.97482885886126 }, { "x": 3.4, "y": 0.97589785192102 }, { "x": 3.45, "y": 0.97691366912072 }, { "x": 3.5, "y": 0.9778793504293 }, { "x": 3.55, "y": 0.97879773935538 }, { "x": 3.6, "y": 0.97967149709286 }, { "x": 3.65, "y": 0.98050311554642 }, { "x": 3.7, "y": 0.9812949293335 }, { "x": 3.75, "y": 0.98204912684987 }, { "x": 3.8, "y": 0.98276776047853 }, { "x": 3.85, "y": 0.98345275601392 }, { "x": 3.9, "y": 0.98410592136707 }, { "x": 3.94999999999999, "y": 0.98472895461155 }, { "x": 3.99999999999999, "y": 0.98532345142445 } ] }, { "id": 757, "curve_id": "E13.15", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Filled for >=90%", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.400477566597132, "sigma": 0.80000000000002736, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.400, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00058917726343 }, { "x": 0.1, "y": 0.00871204578741 }, { "x": 0.15, "y": 0.0306861942415 }, { "x": 0.2, "y": 0.06536869615564 }, { "x": 0.25, "y": 0.10892393575973 }, { "x": 0.3, "y": 0.15760038185504 }, { "x": 0.35, "y": 0.20848743655433 }, { "x": 0.4, "y": 0.25953927121213 }, { "x": 0.45, "y": 0.30940497554427 }, { "x": 0.5, "y": 0.35724334791703 }, { "x": 0.55, "y": 0.40257047699724 }, { "x": 0.6, "y": 0.44514586615272 }, { "x": 0.65, "y": 0.48489100716472 }, { "x": 0.7, "y": 0.52183248848794 }, { "x": 0.75, "y": 0.55606280408313 }, { "x": 0.8, "y": 0.5877136414626 }, { "x": 0.85, "y": 0.61693786198568 }, { "x": 0.9, "y": 0.643897494432 }, { "x": 0.95, "y": 0.66875586995073 }, { "x": 1, "y": 0.69167259819931 }, { "x": 1.05, "y": 0.71280048399708 }, { "x": 1.1, "y": 0.73228376124792 }, { "x": 1.15, "y": 0.75025721309393 }, { "x": 1.2, "y": 0.76684588040666 }, { "x": 1.25, "y": 0.78216515304096 }, { "x": 1.3, "y": 0.79632110237392 }, { "x": 1.35, "y": 0.80941095821313 }, { "x": 1.4, "y": 0.8215236641679 }, { "x": 1.45, "y": 0.83274046715902 }, { "x": 1.5, "y": 0.84313551175306 }, { "x": 1.55, "y": 0.85277642042387 }, { "x": 1.6, "y": 0.86172484804509 }, { "x": 1.65, "y": 0.87003700386452 }, { "x": 1.7, "y": 0.87776413757779 }, { "x": 1.75, "y": 0.88495298837723 }, { "x": 1.8, "y": 0.8916461973358 }, { "x": 1.85, "y": 0.89788268442919 }, { "x": 1.9, "y": 0.90369799206803 }, { "x": 1.95, "y": 0.90912459732358 }, { "x": 2, "y": 0.91419219516613 }, { "x": 2.05, "y": 0.91892795505514 }, { "x": 2.1, "y": 0.9233567531632 }, { "x": 2.15, "y": 0.92750138241232 }, { "x": 2.2, "y": 0.93138274236938 }, { "x": 2.25, "y": 0.93502001090263 }, { "x": 2.3, "y": 0.93843079935085 }, { "x": 2.35, "y": 0.94163129280855 }, { "x": 2.4, "y": 0.94463637698736 }, { "x": 2.45, "y": 0.94745975297849 }, { "x": 2.5, "y": 0.95011404111461 }, { "x": 2.55, "y": 0.95261087501301 }, { "x": 2.6, "y": 0.9549609867747 }, { "x": 2.65, "y": 0.95717428421658 }, { "x": 2.7, "y": 0.95925992092541 }, { "x": 2.75, "y": 0.96122635984203 }, { "x": 2.8, "y": 0.96308143101242 }, { "x": 2.85, "y": 0.96483238407675 }, { "x": 2.9, "y": 0.96648593600972 }, { "x": 2.95, "y": 0.96804831457279 }, { "x": 3, "y": 0.96952529789196 }, { "x": 3.05, "y": 0.97092225053285 }, { "x": 3.1, "y": 0.97224415640706 }, { "x": 3.15, "y": 0.97349564880996 }, { "x": 3.2, "y": 0.97468103786008 }, { "x": 3.25, "y": 0.97580433558303 }, { "x": 3.3, "y": 0.97686927885876 }, { "x": 3.35, "y": 0.9778793504293 }, { "x": 3.4, "y": 0.9788377981446 }, { "x": 3.45, "y": 0.9797476526068 }, { "x": 3.5, "y": 0.98061174335755 }, { "x": 3.55, "y": 0.98143271373901 }, { "x": 3.6, "y": 0.98221303454667 }, { "x": 3.65, "y": 0.98295501658067 }, { "x": 3.7, "y": 0.98366082219238 }, { "x": 3.75, "y": 0.98433247591366 }, { "x": 3.8, "y": 0.98497187424818 }, { "x": 3.85, "y": 0.9855807946967 }, { "x": 3.9, "y": 0.98616090408159 }, { "x": 3.94999999999999, "y": 0.9867137662299 }, { "x": 3.99999999999999, "y": 0.98724084906875 } ] }, { "id": 758, "curve_id": "E13.16", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Anchored components", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": 0.85866161903751859, "sigma": 0.79999999999999982, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.859, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 7.2504959E-07 }, { "x": 0.1, "y": 3.882196099E-05 }, { "x": 0.15, "y": 0.00028581820543 }, { "x": 0.2, "y": 0.00101733511054 }, { "x": 0.25, "y": 0.00250651745317 }, { "x": 0.3, "y": 0.00496448799731 }, { "x": 0.35, "y": 0.00852553448598 }, { "x": 0.4, "y": 0.01325389597867 }, { "x": 0.45, "y": 0.0191578376535 }, { "x": 0.5, "y": 0.02620437121364 }, { "x": 0.55, "y": 0.03433207117689 }, { "x": 0.6, "y": 0.04346132306953 }, { "x": 0.65, "y": 0.05350211710367 }, { "x": 0.7, "y": 0.06435976673232 }, { "x": 0.75, "y": 0.07593897654382 }, { "x": 0.8, "y": 0.08814664336318 }, { "x": 0.85, "y": 0.10089370825528 }, { "x": 0.9, "y": 0.11409631043281 }, { "x": 0.95, "y": 0.12767643599917 }, { "x": 1, "y": 0.1415622071894 }, { "x": 1.05, "y": 0.15568792069108 }, { "x": 1.1, "y": 0.16999391517092 }, { "x": 1.15, "y": 0.18442632660104 }, { "x": 1.2, "y": 0.19893677384217 }, { "x": 1.25, "y": 0.21348200493147 }, { "x": 1.3, "y": 0.22802352563516 }, { "x": 1.35, "y": 0.24252722528174 }, { "x": 1.4, "y": 0.25696301009717 }, { "x": 1.45, "y": 0.27130445077067 }, { "x": 1.5, "y": 0.28552844845331 }, { "x": 1.55, "y": 0.29961492157907 }, { "x": 1.6, "y": 0.3135465146131 }, { "x": 1.65, "y": 0.32730832893492 }, { "x": 1.7, "y": 0.3408876754513 }, { "x": 1.75, "y": 0.35427384812814 }, { "x": 1.8, "y": 0.36745791737574 }, { "x": 1.85, "y": 0.3804325420746 }, { "x": 1.9, "y": 0.39319179895945 }, { "x": 1.95, "y": 0.40573102806238 }, { "x": 2, "y": 0.41804669293778 }, { "x": 2.05, "y": 0.43013625443658 }, { "x": 2.1, "y": 0.44199805685904 }, { "x": 2.15, "y": 0.45363122538551 }, { "x": 2.2, "y": 0.46503557375936 }, { "x": 2.25, "y": 0.4762115212725 }, { "x": 2.3, "y": 0.48716001817883 }, { "x": 2.35, "y": 0.49788247873361 }, { "x": 2.4, "y": 0.5083807211255 }, { "x": 2.45, "y": 0.51865691363333 }, { "x": 2.5, "y": 0.52871352639971 }, { "x": 2.55, "y": 0.5385532882702 }, { "x": 2.6, "y": 0.54817914819793 }, { "x": 2.65, "y": 0.55759424076151 }, { "x": 2.7, "y": 0.56680185538678 }, { "x": 2.75, "y": 0.57580540890299 }, { "x": 2.8, "y": 0.58460842109952 }, { "x": 2.85, "y": 0.59321449298206 }, { "x": 2.9, "y": 0.60162728745655 }, { "x": 2.95, "y": 0.60985051219595 }, { "x": 3, "y": 0.61788790446916 }, { "x": 3.05, "y": 0.62574321773299 }, { "x": 3.1, "y": 0.63342020980796 }, { "x": 3.15, "y": 0.64092263247648 }, { "x": 3.2, "y": 0.64825422235783 }, { "x": 3.25, "y": 0.65541869292885 }, { "x": 3.3, "y": 0.66241972757245 }, { "x": 3.35, "y": 0.66926097354738 }, { "x": 3.4, "y": 0.67594603678369 }, { "x": 3.45, "y": 0.68247847741753 }, { "x": 3.5, "y": 0.68886180598757 }, { "x": 3.55, "y": 0.69509948022324 }, { "x": 3.6, "y": 0.70119490236153 }, { "x": 3.65, "y": 0.70715141693589 }, { "x": 3.7, "y": 0.7129723089859 }, { "x": 3.75, "y": 0.71866080264192 }, { "x": 3.8, "y": 0.72422006004308 }, { "x": 3.85, "y": 0.72965318055154 }, { "x": 3.9, "y": 0.7349632002293 }, { "x": 3.94999999999999, "y": 0.74015309154754 }, { "x": 3.99999999999999, "y": 0.74522576330106 } ] }, { "id": 759, "curve_id": "E13.17", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Unanchored components", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.478035800943133, "sigma": 0.80000000000049321, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.478, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00082443471402 }, { "x": 0.1, "y": 0.01128349888479 }, { "x": 0.15, "y": 0.03804354988598 }, { "x": 0.2, "y": 0.07864386864037 }, { "x": 0.25, "y": 0.12811996248089 }, { "x": 0.3, "y": 0.1820920370305 }, { "x": 0.35, "y": 0.23738705073691 }, { "x": 0.4, "y": 0.29190821101266 }, { "x": 0.45, "y": 0.34436105285404 }, { "x": 0.5, "y": 0.39400746464399 }, { "x": 0.55, "y": 0.4404803376619 }, { "x": 0.6, "y": 0.48365301880198 }, { "x": 0.65, "y": 0.52355027253412 }, { "x": 0.7, "y": 0.5602886438934 }, { "x": 0.75, "y": 0.59403702251833 }, { "x": 0.8, "y": 0.62499087958824 }, { "x": 0.85, "y": 0.65335568470603 }, { "x": 0.9, "y": 0.67933645428078 }, { "x": 0.95, "y": 0.70313137642775 }, { "x": 1, "y": 0.7249281308353 }, { "x": 1.05, "y": 0.74490197575646 }, { "x": 1.1, "y": 0.76321497940827 }, { "x": 1.15, "y": 0.78001597834518 }, { "x": 1.2, "y": 0.79544098367292 }, { "x": 1.25, "y": 0.80961384929157 }, { "x": 1.3, "y": 0.8226470794059 }, { "x": 1.35, "y": 0.83464269515939 }, { "x": 1.4, "y": 0.84569310903528 }, { "x": 1.45, "y": 0.85588197506847 }, { "x": 1.5, "y": 0.86528499592592 }, { "x": 1.55, "y": 0.87397067657923 }, { "x": 1.6, "y": 0.88200101999414 }, { "x": 1.65, "y": 0.88943216394606 }, { "x": 1.7, "y": 0.89631496038497 }, { "x": 1.75, "y": 0.90269550016146 }, { "x": 1.8, "y": 0.9086155866933 }, { "x": 1.85, "y": 0.9141131625083 }, { "x": 1.9, "y": 0.91922269268753 }, { "x": 1.95, "y": 0.92397550915158 }, { "x": 2, "y": 0.92840011954806 }, { "x": 2.05, "y": 0.93252248425624 }, { "x": 2.1, "y": 0.93636626475454 }, { "x": 2.15, "y": 0.93995304631795 }, { "x": 2.2, "y": 0.94330253773857 }, { "x": 2.25, "y": 0.94643275050063 }, { "x": 2.3, "y": 0.94936015959564 }, { "x": 2.35, "y": 0.9520998479371 }, { "x": 2.4, "y": 0.95466563612672 }, { "x": 2.45, "y": 0.95707019913631 }, { "x": 2.5, "y": 0.95932517129997 }, { "x": 2.55, "y": 0.96144124085915 }, { "x": 2.6, "y": 0.96342823516673 }, { "x": 2.65, "y": 0.96529519753527 }, { "x": 2.7, "y": 0.96705045660568 }, { "x": 2.75, "y": 0.96870168901689 }, { "x": 2.8, "y": 0.97025597607122 }, { "x": 2.85, "y": 0.97171985501419 }, { "x": 2.9, "y": 0.97309936548023 }, { "x": 2.95, "y": 0.9744000915959 }, { "x": 3, "y": 0.97562720017894 }, { "x": 3.05, "y": 0.9767854754247 }, { "x": 3.1, "y": 0.9778793504293 }, { "x": 3.15, "y": 0.97891293586211 }, { "x": 3.2, "y": 0.97989004606685 }, { "x": 3.25, "y": 0.9808142228415 }, { "x": 3.3, "y": 0.98168875712099 }, { "x": 3.35, "y": 0.9825167087636 }, { "x": 3.4, "y": 0.98330092462121 }, { "x": 3.45, "y": 0.98404405505523 }, { "x": 3.5, "y": 0.98474856904361 }, { "x": 3.55, "y": 0.98541676800969 }, { "x": 3.6, "y": 0.98605079849058 }, { "x": 3.65, "y": 0.98665266375109 }, { "x": 3.7, "y": 0.98722423443887 }, { "x": 3.75, "y": 0.98776725836682 }, { "x": 3.8, "y": 0.9882833695009 }, { "x": 3.85, "y": 0.98877409622344 }, { "x": 3.9, "y": 0.98924086893582 }, { "x": 3.94999999999999, "y": 0.98968502705802 }, { "x": 3.99999999999999, "y": 0.99010782547719 } ] }, { "id": 760, "curve_id": "E13.18", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "On-grade cylindrical steel storage tanks", "source_type": "Peer-reviewed", "source_abbrev": "O'Rourke and Sos (2000)", "source_detail": "O’Rourke, M. J. and So, P.: Seismic fragility curves for on-grade steel tanks, Earthquake Spectra, 16, 801–815, https://doi.org/10.1193/1.1586140, 2000.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": 0.0953101796567603, "sigma": 0.35000000072234611, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.095, σ=0.350, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 3.66E-12 }, { "x": 0.15, "y": 6.25385E-09 }, { "x": 0.2, "y": 5.5599301E-07 }, { "x": 0.25, "y": 1.152173585E-05 }, { "x": 0.3, "y": 0.00010271770253 }, { "x": 0.35, "y": 0.00053431327785 }, { "x": 0.4, "y": 0.00192444322835 }, { "x": 0.45, "y": 0.00532825211997 }, { "x": 0.5, "y": 0.01213792141825 }, { "x": 0.55, "y": 0.02382814827152 }, { "x": 0.6, "y": 0.04165311243055 }, { "x": 0.65, "y": 0.06640364749186 }, { "x": 0.7, "y": 0.09828491962907 }, { "x": 0.75, "y": 0.13691969723332 }, { "x": 0.8, "y": 0.18144611570499 }, { "x": 0.85, "y": 0.23066621173539 }, { "x": 0.9, "y": 0.28320561381037 }, { "x": 0.95, "y": 0.33765664259012 }, { "x": 1, "y": 0.39268998887893 }, { "x": 1.05, "y": 0.44713056672659 }, { "x": 1.1, "y": 0.5 }, { "x": 1.15, "y": 0.55053179362784 }, { "x": 1.2, "y": 0.59816641753323 }, { "x": 1.25, "y": 0.64253319884259 }, { "x": 1.3, "y": 0.68342481350698 }, { "x": 1.35, "y": 0.72076880146907 }, { "x": 1.4, "y": 0.75459920511641 }, { "x": 1.45, "y": 0.78503030155485 }, { "x": 1.5, "y": 0.81223351769437 }, { "x": 1.55, "y": 0.83641797781243 }, { "x": 1.6, "y": 0.85781470234385 }, { "x": 1.65, "y": 0.87666421061233 }, { "x": 1.7, "y": 0.89320713628651 }, { "x": 1.75, "y": 0.90767740550846 }, { "x": 1.8, "y": 0.92029752438028 }, { "x": 1.85, "y": 0.93127555264392 }, { "x": 1.9, "y": 0.94080338817223 }, { "x": 1.95, "y": 0.94905604165074 }, { "x": 2, "y": 0.95619163579339 }, { "x": 2.05, "y": 0.9623519146269 }, { "x": 2.1, "y": 0.96766309375851 }, { "x": 2.15, "y": 0.97223692134466 }, { "x": 2.2, "y": 0.97617185172848 }, { "x": 2.25, "y": 0.97955425989035 }, { "x": 2.3, "y": 0.98245964566213 }, { "x": 2.35, "y": 0.98495379287275 }, { "x": 2.4, "y": 0.98709386099292 }, { "x": 2.45, "y": 0.98892939613874 }, { "x": 2.5, "y": 0.99050325510443 }, { "x": 2.55, "y": 0.9918524409564 }, { "x": 2.6, "y": 0.99300885207806 }, { "x": 2.65, "y": 0.99399994876861 }, { "x": 2.7, "y": 0.99484934285994 }, { "x": 2.75, "y": 0.99557731655112 }, { "x": 2.8, "y": 0.99620127694806 }, { "x": 2.85, "y": 0.99673615277288 }, { "x": 2.9, "y": 0.99719473947535 }, { "x": 2.95, "y": 0.99758799861561 }, { "x": 3, "y": 0.9979253169475 }, { "x": 3.05, "y": 0.99821473015646 }, { "x": 3.1, "y": 0.99846311572327 }, { "x": 3.15, "y": 0.99867635891291 }, { "x": 3.2, "y": 0.9988594954402 }, { "x": 3.25, "y": 0.99901683394651 }, { "x": 3.3, "y": 0.99915206103992 }, { "x": 3.35, "y": 0.99926833130477 }, { "x": 3.4, "y": 0.99936834437634 }, { "x": 3.45, "y": 0.99945441090011 }, { "x": 3.5, "y": 0.9995285089509 }, { "x": 3.55, "y": 0.9995923322728 }, { "x": 3.6, "y": 0.99964733151273 }, { "x": 3.65, "y": 0.99969474945713 }, { "x": 3.7, "y": 0.99973565113906 }, { "x": 3.75, "y": 0.99977094955986 }, { "x": 3.8, "y": 0.99980142766323 }, { "x": 3.85, "y": 0.99982775710788 }, { "x": 3.9, "y": 0.99985051430619 }, { "x": 3.94999999999999, "y": 0.99987019412827 }, { "x": 3.99999999999999, "y": 0.99988722161293 } ] }, { "id": 761, "curve_id": "E13.19", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "On-grade cylindrical steel, H/D < 0.70", "source_type": "Peer-reviewed", "source_abbrev": "O'Rourke and Sos (2000)", "source_detail": "O’Rourke, M. J. and So, P.: Seismic fragility curves for on-grade steel tanks, Earthquake Spectra, 16, 801–815, https://doi.org/10.1193/1.1586140, 2000.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": 0.1655144384659081, "sigma": 0.34000000006260417, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.166, σ=0.340, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 1.9E-13 }, { "x": 0.15, "y": 6.5335E-10 }, { "x": 0.2, "y": 8.924537E-08 }, { "x": 0.25, "y": 2.50768797E-06 }, { "x": 0.3, "y": 2.813819722E-05 }, { "x": 0.35, "y": 0.00017543596398 }, { "x": 0.4, "y": 0.00073186501479 }, { "x": 0.45, "y": 0.00228870922084 }, { "x": 0.5, "y": 0.00577709434039 }, { "x": 0.55, "y": 0.0123792108894 }, { "x": 0.6, "y": 0.02333760887212 }, { "x": 0.65, "y": 0.03973104181439 }, { "x": 0.7, "y": 0.06228744877818 }, { "x": 0.75, "y": 0.0912772381771 }, { "x": 0.8, "y": 0.12649610137559 }, { "x": 0.85, "y": 0.16732149015539 }, { "x": 0.9, "y": 0.21281524401215 }, { "x": 0.95, "y": 0.26184432335763 }, { "x": 1, "y": 0.31319749367269 }, { "x": 1.05, "y": 0.36568387453651 }, { "x": 1.1, "y": 0.41820677691078 }, { "x": 1.15, "y": 0.46981192754892 }, { "x": 1.2, "y": 0.519712765783 }, { "x": 1.25, "y": 0.56729728770451 }, { "x": 1.3, "y": 0.61212139873518 }, { "x": 1.35, "y": 0.6538934076994 }, { "x": 1.4, "y": 0.69245354862535 }, { "x": 1.45, "y": 0.72775152730289 }, { "x": 1.5, "y": 0.75982422854742 }, { "x": 1.55, "y": 0.78877497632781 }, { "x": 1.6, "y": 0.81475514628492 }, { "x": 1.65, "y": 0.83794848893261 }, { "x": 1.7, "y": 0.85855821447853 }, { "x": 1.75, "y": 0.87679669200209 }, { "x": 1.8, "y": 0.89287750109181 }, { "x": 1.85, "y": 0.90700951988081 }, { "x": 1.9, "y": 0.91939272056538 }, { "x": 1.95, "y": 0.93021535698186 }, { "x": 2, "y": 0.93965225754898 }, { "x": 2.05, "y": 0.94786397300405 }, { "x": 2.1, "y": 0.9549965665942 }, { "x": 2.15, "y": 0.96118187140063 }, { "x": 2.2, "y": 0.96653807335256 }, { "x": 2.25, "y": 0.97117050828647 }, { "x": 2.3, "y": 0.97517258683158 }, { "x": 2.35, "y": 0.97862678206332 }, { "x": 2.4, "y": 0.9816056321084 }, { "x": 2.45, "y": 0.98417272366289 }, { "x": 2.5, "y": 0.98638363319557 }, { "x": 2.55, "y": 0.98828681093649 }, { "x": 2.6, "y": 0.98992439904167 }, { "x": 2.65, "y": 0.99133297997576 }, { "x": 2.7, "y": 0.99254425450499 }, { "x": 2.75, "y": 0.99358565102818 }, { "x": 2.8, "y": 0.9944808695302 }, { "x": 2.85, "y": 0.99525036440938 }, { "x": 2.9, "y": 0.99591177096108 }, { "x": 2.95, "y": 0.99648028051346 }, { "x": 3, "y": 0.99696896920072 }, { "x": 3.05, "y": 0.9973890851964 }, { "x": 3.1, "y": 0.9977502989667 }, { "x": 3.15, "y": 0.9980609207831 }, { "x": 3.2, "y": 0.99832808938228 }, { "x": 3.25, "y": 0.99855793530151 }, { "x": 3.3, "y": 0.998755722063 }, { "x": 3.35, "y": 0.99892596804116 }, { "x": 3.4, "y": 0.99907255152808 }, { "x": 3.45, "y": 0.99919880121787 }, { "x": 3.5, "y": 0.99930757406268 }, { "x": 3.55, "y": 0.99940132220989 }, { "x": 3.6, "y": 0.99948215051344 }, { "x": 3.65, "y": 0.9995518659182 }, { "x": 3.7, "y": 0.99961201984596 }, { "x": 3.75, "y": 0.99966394456017 }, { "x": 3.8, "y": 0.99970878435526 }, { "x": 3.85, "y": 0.99974752230012 }, { "x": 3.9, "y": 0.99978100316558 }, { "x": 3.94999999999999, "y": 0.99980995307752 }, { "x": 3.99999999999999, "y": 0.99983499636219 } ] }, { "id": 762, "curve_id": "E13.2", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground concrete tank, unanchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.86750056770501, "sigma": 0.70000000000082718, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.868, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00118159134394 }, { "x": 0.1, "y": 0.02017632447845 }, { "x": 0.15, "y": 0.07066112594603 }, { "x": 0.2, "y": 0.14459266087461 }, { "x": 0.25, "y": 0.22930610095564 }, { "x": 0.3, "y": 0.31537388467867 }, { "x": 0.35, "y": 0.39725472723041 }, { "x": 0.4, "y": 0.47221612755569 }, { "x": 0.45, "y": 0.53925667891737 }, { "x": 0.5, "y": 0.59834910652411 }, { "x": 0.55, "y": 0.64996784907423 }, { "x": 0.6, "y": 0.69481158627621 }, { "x": 0.65, "y": 0.73364757689353 }, { "x": 0.7, "y": 0.76722876626729 }, { "x": 0.75, "y": 0.79625312419867 }, { "x": 0.8, "y": 0.82134685125167 }, { "x": 0.85, "y": 0.84306063380304 }, { "x": 0.9, "y": 0.86187266937243 }, { "x": 0.95, "y": 0.87819487773938 }, { "x": 1, "y": 0.89238029647915 }, { "x": 1.05, "y": 0.90473058214501 }, { "x": 1.1, "y": 0.91550307047075 }, { "x": 1.15, "y": 0.92491715124242 }, { "x": 1.2, "y": 0.93315988101947 }, { "x": 1.25, "y": 0.94039084594804 }, { "x": 1.3, "y": 0.94674633075804 }, { "x": 1.35, "y": 0.95234286828631 }, { "x": 1.4, "y": 0.95728024804404 }, { "x": 1.45, "y": 0.9616440591667 }, { "x": 1.5, "y": 0.96550783641973 }, { "x": 1.55, "y": 0.96893486996252 }, { "x": 1.6, "y": 0.97197973148583 }, { "x": 1.65, "y": 0.97468956173846 }, { "x": 1.7, "y": 0.97710515762184 }, { "x": 1.75, "y": 0.97926189104107 }, { "x": 1.8, "y": 0.98119048654443 }, { "x": 1.85, "y": 0.98291768039578 }, { "x": 1.9, "y": 0.98446678002061 }, { "x": 1.95, "y": 0.98585813965787 }, { "x": 2, "y": 0.987109565449 }, { "x": 2.05, "y": 0.98823666102638 }, { "x": 2.1, "y": 0.98925312285527 }, { "x": 2.15, "y": 0.99017099307836 }, { "x": 2.2, "y": 0.99100087635859 }, { "x": 2.25, "y": 0.99175212617283 }, { "x": 2.3, "y": 0.99243300513904 }, { "x": 2.35, "y": 0.99305082323481 }, { "x": 2.4, "y": 0.99361205715936 }, { "x": 2.45, "y": 0.99412245358561 }, { "x": 2.5, "y": 0.99458711862503 }, { "x": 2.55, "y": 0.99501059547314 }, { "x": 2.6, "y": 0.99539693190584 }, { "x": 2.65, "y": 0.99574973904584 }, { "x": 2.7, "y": 0.99607224260811 }, { "x": 2.75, "y": 0.99636732765487 }, { "x": 2.8, "y": 0.99663757774092 }, { "x": 2.85, "y": 0.99688530920263 }, { "x": 2.9, "y": 0.99711260123643 }, { "x": 2.95, "y": 0.99732132232104 }, { "x": 3, "y": 0.99751315346014 }, { "x": 3.05, "y": 0.99768960865578 }, { "x": 3.1, "y": 0.99785205296656 }, { "x": 3.15, "y": 0.99800171845622 }, { "x": 3.2, "y": 0.99813971829713 }, { "x": 3.25, "y": 0.99826705925786 }, { "x": 3.3, "y": 0.99838465277336 }, { "x": 3.35, "y": 0.99849332477071 }, { "x": 3.4, "y": 0.99859382440038 }, { "x": 3.45, "y": 0.99868683180408 }, { "x": 3.5, "y": 0.99877296503324 }, { "x": 3.55, "y": 0.99885278621796 }, { "x": 3.6, "y": 0.99892680707344 }, { "x": 3.65, "y": 0.99899549382055 }, { "x": 3.7, "y": 0.9990592715873 }, { "x": 3.75, "y": 0.99911852835012 }, { "x": 3.8, "y": 0.99917361846656 }, { "x": 3.85, "y": 0.99922486584505 }, { "x": 3.9, "y": 0.99927256679155 }, { "x": 3.94999999999999, "y": 0.99931699256868 }, { "x": 3.99999999999999, "y": 0.99935839169842 } ] }, { "id": 763, "curve_id": "E13.20", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "On-grade cylindrical steel, H/D > 0.70", "source_type": "Peer-reviewed", "source_abbrev": "O'Rourke and Sos (2000)", "source_detail": "O’Rourke, M. J. and So, P.: Seismic fragility curves for on-grade steel tanks, Earthquake Spectra, 16, 801–815, https://doi.org/10.1193/1.1586140, 2000.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.371063681390832, "sigma": 0.32, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.371, σ=0.320, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 7.8988E-10 }, { "x": 0.15, "y": 9.260536E-07 }, { "x": 0.2, "y": 5.443565425E-05 }, { "x": 0.25, "y": 0.00075541333054 }, { "x": 0.3, "y": 0.00462274090736 }, { "x": 0.35, "y": 0.01695584697329 }, { "x": 0.4, "y": 0.0442060022541 }, { "x": 0.45, "y": 0.09081344923896 }, { "x": 0.5, "y": 0.15708492710392 }, { "x": 0.55, "y": 0.23926569097224 }, { "x": 0.6, "y": 0.33114413060485 }, { "x": 0.65, "y": 0.42597826959632 }, { "x": 0.7, "y": 0.51793231876236 }, { "x": 0.75, "y": 0.60278698312759 }, { "x": 0.8, "y": 0.67804912021875 }, { "x": 0.85, "y": 0.74270339673858 }, { "x": 0.9, "y": 0.79682173467602 }, { "x": 0.95, "y": 0.84117105995505 }, { "x": 1, "y": 0.87688885499444 }, { "x": 1.05, "y": 0.90524723188897 }, { "x": 1.1, "y": 0.92749952793751 }, { "x": 1.15, "y": 0.94479244051331 }, { "x": 1.2, "y": 0.95812487370886 }, { "x": 1.25, "y": 0.96833713810577 }, { "x": 1.3, "y": 0.97611801163023 }, { "x": 1.35, "y": 0.9820209472975 }, { "x": 1.4, "y": 0.98648380372043 }, { "x": 1.45, "y": 0.98984875286425 }, { "x": 1.5, "y": 0.99238057715573 }, { "x": 1.55, "y": 0.9942825646265 }, { "x": 1.6, "y": 0.9957098058596 }, { "x": 1.65, "y": 0.99678002207453 }, { "x": 1.7, "y": 0.99758220833887 }, { "x": 1.75, "y": 0.9981834284279 }, { "x": 1.8, "y": 0.99863409373002 }, { "x": 1.85, "y": 0.99897202640331 }, { "x": 1.9, "y": 0.99922556379288 }, { "x": 1.95, "y": 0.99941591647283 }, { "x": 2, "y": 0.99955895104514 }, { "x": 2.05, "y": 0.99966653308065 }, { "x": 2.1, "y": 0.99974753582049 }, { "x": 2.15, "y": 0.99980859615051 }, { "x": 2.2, "y": 0.99985468022802 }, { "x": 2.25, "y": 0.99988950618222 }, { "x": 2.3, "y": 0.99991585974985 }, { "x": 2.35, "y": 0.99993582985276 }, { "x": 2.4, "y": 0.99995098439062 }, { "x": 2.45, "y": 0.99996250142818 }, { "x": 2.5, "y": 0.99997126712115 }, { "x": 2.55, "y": 0.99997794884633 }, { "x": 2.6, "y": 0.99998304984733 }, { "x": 2.65, "y": 0.99998695009792 }, { "x": 2.7, "y": 0.99998993688496 }, { "x": 2.75, "y": 0.99999222771923 }, { "x": 2.8, "y": 0.99999398751629 }, { "x": 2.85, "y": 0.99999534149493 }, { "x": 2.9, "y": 0.99999638487187 }, { "x": 2.95, "y": 0.99999719015746 }, { "x": 3, "y": 0.99999781265303 }, { "x": 3.05, "y": 0.9999982945986 }, { "x": 3.1, "y": 0.99999866830651 }, { "x": 3.15, "y": 0.99999895853222 }, { "x": 3.2, "y": 0.9999991842704 }, { "x": 3.25, "y": 0.99999936011768 }, { "x": 3.3, "y": 0.99999949730796 }, { "x": 3.35, "y": 0.99999960450022 }, { "x": 3.4, "y": 0.99999968837878 }, { "x": 3.45, "y": 0.99999975411138 }, { "x": 3.5, "y": 0.99999980569926 }, { "x": 3.55, "y": 0.99999984624508 }, { "x": 3.6, "y": 0.99999987815828 }, { "x": 3.65, "y": 0.99999990331274 }, { "x": 3.7, "y": 0.99999992316793 }, { "x": 3.75, "y": 0.99999993886222 }, { "x": 3.8, "y": 0.9999999512848 }, { "x": 3.85, "y": 0.99999996113124 }, { "x": 3.9, "y": 0.99999996894639 }, { "x": 3.94999999999999, "y": 0.99999997515766 }, { "x": 3.99999999999999, "y": 0.99999998010079 } ] }, { "id": 764, "curve_id": "E13.22", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "On-grade cylindrical steel, % full > 50%", "source_type": "Peer-reviewed", "source_abbrev": "O'Rourke and Sos (2000)", "source_detail": "O’Rourke, M. J. and So, P.: Seismic fragility curves for on-grade steel tanks, Earthquake Spectra, 16, 801–815, https://doi.org/10.1193/1.1586140, 2000.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.150822889734585, "sigma": 0.39000000000001483, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.151, σ=0.390, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.5E-13 }, { "x": 0.1, "y": 1.720856E-08 }, { "x": 0.15, "y": 3.77284398E-06 }, { "x": 0.2, "y": 9.199602831E-05 }, { "x": 0.25, "y": 0.0007677861442 }, { "x": 0.3, "y": 0.00346297011145 }, { "x": 0.35, "y": 0.01057975206563 }, { "x": 0.4, "y": 0.02483830932368 }, { "x": 0.45, "y": 0.04838381526617 }, { "x": 0.5, "y": 0.08217715497027 }, { "x": 0.55, "y": 0.12585826648469 }, { "x": 0.6, "y": 0.17798173335421 }, { "x": 0.65, "y": 0.23642605507685 }, { "x": 0.7, "y": 0.29881013113319 }, { "x": 0.75, "y": 0.36282381521415 }, { "x": 0.8, "y": 0.42644291206546 }, { "x": 0.85, "y": 0.48803757580472 }, { "x": 0.9, "y": 0.54639966919198 }, { "x": 0.95, "y": 0.60071726410609 }, { "x": 1, "y": 0.65052022956322 }, { "x": 1.05, "y": 0.69561442406602 }, { "x": 1.1, "y": 0.73601584058995 }, { "x": 1.15, "y": 0.7718911353881 }, { "x": 1.2, "y": 0.80350748692126 }, { "x": 1.25, "y": 0.83119249285827 }, { "x": 1.3, "y": 0.85530352095114 }, { "x": 1.35, "y": 0.87620529133294 }, { "x": 1.4, "y": 0.89425424615225 }, { "x": 1.45, "y": 0.90978828396564 }, { "x": 1.5, "y": 0.92312058344788 }, { "x": 1.55, "y": 0.93453643938909 }, { "x": 1.6, "y": 0.94429223992237 }, { "x": 1.65, "y": 0.95261590419179 }, { "x": 1.7, "y": 0.95970826381997 }, { "x": 1.75, "y": 0.9657450067506 }, { "x": 1.8, "y": 0.97087890964584 }, { "x": 1.85, "y": 0.97524216829201 }, { "x": 1.9, "y": 0.97894869836859 }, { "x": 1.95, "y": 0.98209632538546 }, { "x": 2, "y": 0.98476881612449 }, { "x": 2.05, "y": 0.98703772753842 }, { "x": 2.1, "y": 0.98896406522027 }, { "x": 2.15, "y": 0.99059975421368 }, { "x": 2.2, "y": 0.99198893160592 }, { "x": 2.25, "y": 0.99316907418731 }, { "x": 2.3, "y": 0.99417197633919 }, { "x": 2.35, "y": 0.99502459386743 }, { "x": 2.4, "y": 0.99574976919172 }, { "x": 2.45, "y": 0.99636685246523 }, { "x": 2.5, "y": 0.99689223206511 }, { "x": 2.55, "y": 0.99733978662166 }, { "x": 2.6, "y": 0.99772126944773 }, { "x": 2.65, "y": 0.99804663495861 }, { "x": 2.7, "y": 0.9983243154763 }, { "x": 2.75, "y": 0.99856145571411 }, { "x": 2.8, "y": 0.99876411124666 }, { "x": 2.85, "y": 0.99893741638865 }, { "x": 2.9, "y": 0.99908572612952 }, { "x": 2.95, "y": 0.99921273609273 }, { "x": 3, "y": 0.9993215839007 }, { "x": 3.05, "y": 0.99941493481862 }, { "x": 3.1, "y": 0.99949505411513 }, { "x": 3.15, "y": 0.99956386820469 }, { "x": 3.2, "y": 0.99962301631905 }, { "x": 3.25, "y": 0.99967389418436 }, { "x": 3.3, "y": 0.99971769095115 }, { "x": 3.35, "y": 0.99975542042994 }, { "x": 3.4, "y": 0.99978794752045 }, { "x": 3.45, "y": 0.9998160105834 }, { "x": 3.5, "y": 0.99984024038651 }, { "x": 3.55, "y": 0.99986117615709 }, { "x": 3.6, "y": 0.9998792791902 }, { "x": 3.65, "y": 0.99989494439082 }, { "x": 3.7, "y": 0.99990851006924 }, { "x": 3.75, "y": 0.999920266259 }, { "x": 3.8, "y": 0.99993046178425 }, { "x": 3.85, "y": 0.99993931026857 }, { "x": 3.9, "y": 0.99994699524676 }, { "x": 3.94999999999999, "y": 0.99995367451644 }, { "x": 3.99999999999999, "y": 0.99995948384492 } ] }, { "id": 765, "curve_id": "E13.23", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Unanchored on-grade steel tanks with fill level above 50% and no attributes. With Northridge", "source_type": "Peer-reviewed", "source_abbrev": "Berahman & Behnamfar (2007)", "source_detail": "Berahman, F. and Behnamfar, F.: Seismic fragility curves for un-anchored on-grade steel storage tanks: Bayesian approach, Journal of Earthquake Engineering, 11, 166–192, https://doi.org/10.1080/13632460601125722, 2007.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "datapoints_given", "mu": -0.155328765562499, "sigma": 0.68806279226100864, "method": "Curve fitting", "mu_sigma_quality": 0.99992581251172052, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.155, σ=0.688, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Discontinuous", "uncertainty": "Yes", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0.01 }, { "x": 0.2, "y": 0.02 }, { "x": 0.25, "y": 0.04 }, { "x": 0.3, "y": 0.06 }, { "x": 0.35, "y": 0.095 }, { "x": 0.4, "y": 0.13 }, { "x": 0.45, "y": 0.175 }, { "x": 0.5, "y": 0.22 }, { "x": 0.55, "y": 0.26 }, { "x": 0.6, "y": 0.3 }, { "x": 0.65, "y": 0.345 }, { "x": 0.7, "y": 0.39 }, { "x": 0.75, "y": 0.425 }, { "x": 0.8, "y": 0.46 }, { "x": 0.85, "y": 0.495 }, { "x": 0.9, "y": 0.53 }, { "x": 0.95, "y": 0.56 }, { "x": 1, "y": 0.59 }, { "x": 1.05, "y": 0.615 }, { "x": 1.1, "y": 0.64 }, { "x": 1.15, "y": 0.665 }, { "x": 1.2, "y": 0.69 }, { "x": 1.25, "y": 0.71 }, { "x": 1.3, "y": 0.73 }, { "x": 1.35, "y": 0.745 }, { "x": 1.4, "y": 0.76 } ] }, { "id": 766, "curve_id": "E13.24", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Unanchored on-grade steel tanks with fill level above 50% and no attributes. Without Northridge", "source_type": "Peer-reviewed", "source_abbrev": "Berahman & Behnamfar (2007)", "source_detail": "Berahman, F. and Behnamfar, F.: Seismic fragility curves for un-anchored on-grade steel storage tanks: Bayesian approach, Journal of Earthquake Engineering, 11, 166–192, https://doi.org/10.1080/13632460601125722, 2007.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "datapoints_given", "mu": -0.374940156889662, "sigma": 0.88122255392865778, "method": "Curve fitting", "mu_sigma_quality": 0.999868346275338, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.375, σ=0.881, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Discontinuous", "uncertainty": "Yes", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0.02 }, { "x": 0.15, "y": 0.05 }, { "x": 0.2, "y": 0.08 }, { "x": 0.25, "y": 0.125 }, { "x": 0.3, "y": 0.17 }, { "x": 0.35, "y": 0.22 }, { "x": 0.4, "y": 0.27 }, { "x": 0.45, "y": 0.315 }, { "x": 0.5, "y": 0.36 }, { "x": 0.55, "y": 0.4 }, { "x": 0.6, "y": 0.44 }, { "x": 0.65, "y": 0.475 }, { "x": 0.7, "y": 0.51 }, { "x": 0.75, "y": 0.54 }, { "x": 0.8, "y": 0.57 }, { "x": 0.85, "y": 0.595 }, { "x": 0.9, "y": 0.62 }, { "x": 0.95, "y": 0.64 }, { "x": 1, "y": 0.66 }, { "x": 1.05, "y": 0.68 }, { "x": 1.1, "y": 0.7 }, { "x": 1.15, "y": 0.72 }, { "x": 1.2, "y": 0.74 }, { "x": 1.25, "y": 0.755 }, { "x": 1.3, "y": 0.77 }, { "x": 1.35, "y": 0.78 }, { "x": 1.4, "y": 0.79 } ] }, { "id": 767, "curve_id": "E13.25", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.108999999999999, "sigma": 0.95099999999999973, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00120080430018 }, { "x": 0.1, "y": 0.01053831561805 }, { "x": 0.15, "y": 0.03003684700831 }, { "x": 0.2, "y": 0.05731180976709 }, { "x": 0.25, "y": 0.0896187320223 }, { "x": 0.3, "y": 0.12478571530222 }, { "x": 0.35, "y": 0.16125875148688 }, { "x": 0.4, "y": 0.19797232220319 }, { "x": 0.45, "y": 0.23421546931303 }, { "x": 0.5, "y": 0.2695266560422 }, { "x": 0.55, "y": 0.30361754060773 }, { "x": 0.6, "y": 0.33631925994107 }, { "x": 0.65, "y": 0.36754494421217 }, { "x": 0.7, "y": 0.39726361351333 }, { "x": 0.75, "y": 0.4254819840251 }, { "x": 0.8, "y": 0.45223176515117 }, { "x": 0.85, "y": 0.4775607789369 }, { "x": 0.9, "y": 0.50152675146032 }, { "x": 0.95, "y": 0.52419298071827 }, { "x": 1, "y": 0.54562532812023 }, { "x": 1.05, "y": 0.56589014706543 }, { "x": 1.1, "y": 0.58505287676594 }, { "x": 1.15, "y": 0.60317710903635 }, { "x": 1.2, "y": 0.62032399132671 }, { "x": 1.25, "y": 0.63655186832644 }, { "x": 1.3, "y": 0.65191609209327 }, { "x": 1.35, "y": 0.66646895032138 }, { "x": 1.4, "y": 0.68025967643214 }, { "x": 1.45, "y": 0.69333451528887 }, { "x": 1.5, "y": 0.70573682564541 }, { "x": 1.55, "y": 0.71750720573686 }, { "x": 1.6, "y": 0.72868363227417 }, { "x": 1.65, "y": 0.73930160591238 }, { "x": 1.7, "y": 0.74939429831159 }, { "x": 1.75, "y": 0.7589926974062 }, { "x": 1.8, "y": 0.76812574858923 }, { "x": 1.85, "y": 0.77682049031314 }, { "x": 1.9, "y": 0.78510218318441 }, { "x": 1.95, "y": 0.79299443204456 }, { "x": 2, "y": 0.80051930082671 }, { "x": 2.05, "y": 0.80769742018555 }, { "x": 2.1, "y": 0.81454808804382 }, { "x": 2.15, "y": 0.82108936329504 }, { "x": 2.2, "y": 0.82733815296516 }, { "x": 2.25, "y": 0.8333102931731 }, { "x": 2.3, "y": 0.83902062424894 }, { "x": 2.35, "y": 0.84448306037492 }, { "x": 2.4, "y": 0.84971065411079 }, { "x": 2.45, "y": 0.85471565615576 }, { "x": 2.5, "y": 0.85950957068556 }, { "x": 2.55, "y": 0.86410320658666 }, { "x": 2.6, "y": 0.86850672489186 }, { "x": 2.65, "y": 0.87272968270276 }, { "x": 2.7, "y": 0.87678107386622 }, { "x": 2.75, "y": 0.88066936665318 }, { "x": 2.8, "y": 0.88440253867065 }, { "x": 2.85, "y": 0.8879881092207 }, { "x": 2.9, "y": 0.89143316930394 }, { "x": 2.95, "y": 0.89474440945009 }, { "x": 3, "y": 0.89792814554378 }, { "x": 3.05, "y": 0.90099034280062 }, { "x": 3.1, "y": 0.90393663803632 }, { "x": 3.15, "y": 0.90677236036016 }, { "x": 3.2, "y": 0.90950255041366 }, { "x": 3.25, "y": 0.91213197826553 }, { "x": 3.3, "y": 0.91466516006522 }, { "x": 3.35, "y": 0.91710637354894 }, { "x": 3.4, "y": 0.91945967248468 }, { "x": 3.45, "y": 0.92172890013568 }, { "x": 3.5, "y": 0.92391770181557 }, { "x": 3.55, "y": 0.92602953660243 }, { "x": 3.6, "y": 0.92806768827373 }, { "x": 3.65, "y": 0.9300352755193 }, { "x": 3.7, "y": 0.93193526148473 }, { "x": 3.75, "y": 0.93377046269376 }, { "x": 3.8, "y": 0.93554355739413 }, { "x": 3.85, "y": 0.93725709336827 }, { "x": 3.9, "y": 0.93891349524653 }, { "x": 3.94999999999999, "y": 0.94051507135824 }, { "x": 3.99999999999999, "y": 0.94206402015284 } ] }, { "id": 768, "curve_id": "E13.26", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "Above-ground steel, H/D = 0.2", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": 0.00499999999986051, "sigma": 0.94200000000024142, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.005, σ=0.942, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00072254365186 }, { "x": 0.1, "y": 0.00714944500348 }, { "x": 0.15, "y": 0.02173136616509 }, { "x": 0.2, "y": 0.04327899578234 }, { "x": 0.25, "y": 0.06984345866359 }, { "x": 0.3, "y": 0.09967412752423 }, { "x": 0.35, "y": 0.13140616826146 }, { "x": 0.4, "y": 0.16403329466978 }, { "x": 0.45, "y": 0.1968350398255 }, { "x": 0.5, "y": 0.22930643516932 }, { "x": 0.55, "y": 0.26110113794753 }, { "x": 0.6, "y": 0.29198824379956 }, { "x": 0.65, "y": 0.3218203349449 }, { "x": 0.7, "y": 0.35051009647661 }, { "x": 0.75, "y": 0.37801327016101 }, { "x": 0.8, "y": 0.4043162366783 }, { "x": 0.85, "y": 0.42942696356936 }, { "x": 0.9, "y": 0.45336840035202 }, { "x": 0.95, "y": 0.47617365647006 }, { "x": 1, "y": 0.49788248191532 }, { "x": 1.05, "y": 0.51853870278201 }, { "x": 1.1, "y": 0.53818835905069 }, { "x": 1.15, "y": 0.5568783602096 }, { "x": 1.2, "y": 0.57465552358173 }, { "x": 1.25, "y": 0.59156589589982 }, { "x": 1.3, "y": 0.60765428462856 }, { "x": 1.35, "y": 0.62296394451203 }, { "x": 1.4, "y": 0.63753637876899 }, { "x": 1.45, "y": 0.65141122465197 }, { "x": 1.5, "y": 0.66462620071903 }, { "x": 1.55, "y": 0.67721709884938 }, { "x": 1.6, "y": 0.68921780828208 }, { "x": 1.65, "y": 0.70066036214163 }, { "x": 1.7, "y": 0.71157499931094 }, { "x": 1.75, "y": 0.72199023631835 }, { "x": 1.8, "y": 0.7319329452709 }, { "x": 1.85, "y": 0.74142843489916 }, { "x": 1.9, "y": 0.75050053256127 }, { "x": 1.95, "y": 0.75917166564668 }, { "x": 2, "y": 0.76746294126882 }, { "x": 2.05, "y": 0.77539422347506 }, { "x": 2.1, "y": 0.78298420745809 }, { "x": 2.15, "y": 0.79025049044494 }, { "x": 2.2, "y": 0.79720963908301 }, { "x": 2.25, "y": 0.80387725324884 }, { "x": 2.3, "y": 0.81026802628299 }, { "x": 2.35, "y": 0.81639580171051 }, { "x": 2.4, "y": 0.82227362654608 }, { "x": 2.45, "y": 0.82791380130969 }, { "x": 2.5, "y": 0.83332792689662 }, { "x": 2.55, "y": 0.83852694845542 }, { "x": 2.6, "y": 0.8435211964328 }, { "x": 2.65, "y": 0.84832042494562 }, { "x": 2.7, "y": 0.85293384763779 }, { "x": 2.75, "y": 0.85737017117675 }, { "x": 2.8, "y": 0.86163762653826 }, { "x": 2.85, "y": 0.86574399822244 }, { "x": 2.9, "y": 0.86969665153688 }, { "x": 2.95, "y": 0.87350255807567 }, { "x": 3, "y": 0.87716831951584 }, { "x": 3.05, "y": 0.88070018984547 }, { "x": 3.1, "y": 0.88410409613069 }, { "x": 3.15, "y": 0.88738565792187 }, { "x": 3.2, "y": 0.89055020539279 }, { "x": 3.25, "y": 0.89360279630018 }, { "x": 3.3, "y": 0.89654823184514 }, { "x": 3.35, "y": 0.89939107151227 }, { "x": 3.4, "y": 0.90213564695709 }, { "x": 3.45, "y": 0.90478607500732 }, { "x": 3.5, "y": 0.90734626983902 }, { "x": 3.55, "y": 0.90981995438409 }, { "x": 3.6, "y": 0.9122106710218 }, { "x": 3.65, "y": 0.91452179160311 }, { "x": 3.7, "y": 0.91675652685312 }, { "x": 3.75, "y": 0.91891793519363 }, { "x": 3.8, "y": 0.92100893102502 }, { "x": 3.85, "y": 0.92303229250353 }, { "x": 3.9, "y": 0.92499066884773 }, { "x": 3.94999999999999, "y": 0.92688658720538 }, { "x": 3.99999999999999, "y": 0.92872245910979 } ] }, { "id": 769, "curve_id": "E13.27", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "Above-ground steel, H/D = 0.6", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.114999999999999, "sigma": 0.94199999999999984, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00111371797499 }, { "x": 0.1, "y": 0.01010900804678 }, { "x": 0.15, "y": 0.02925567668903 }, { "x": 0.2, "y": 0.05631839078278 }, { "x": 0.25, "y": 0.08857707490336 }, { "x": 0.3, "y": 0.12383606174805 }, { "x": 0.35, "y": 0.16050605315007 }, { "x": 0.4, "y": 0.19748826418058 }, { "x": 0.45, "y": 0.23404445293737 }, { "x": 0.5, "y": 0.26969213723016 }, { "x": 0.55, "y": 0.30412753440525 }, { "x": 0.6, "y": 0.3371707537837 }, { "x": 0.65, "y": 0.36872729556877 }, { "x": 0.7, "y": 0.3987611037145 }, { "x": 0.75, "y": 0.42727570659853 }, { "x": 0.8, "y": 0.45430100356386 }, { "x": 0.85, "y": 0.47988399878211 }, { "x": 0.9, "y": 0.50408230440722 }, { "x": 0.95, "y": 0.52695959448341 }, { "x": 1, "y": 0.54858243849098 }, { "x": 1.05, "y": 0.56901811397466 }, { "x": 1.1, "y": 0.58833311577552 }, { "x": 1.15, "y": 0.60659216158168 }, { "x": 1.2, "y": 0.62385755107863 }, { "x": 1.25, "y": 0.64018877654663 }, { "x": 1.3, "y": 0.65564231151398 }, { "x": 1.35, "y": 0.67027152458373 }, { "x": 1.4, "y": 0.68412668025332 }, { "x": 1.45, "y": 0.69725499913728 }, { "x": 1.5, "y": 0.70970075766424 }, { "x": 1.55, "y": 0.72150541288215 }, { "x": 1.6, "y": 0.73270774205587 }, { "x": 1.65, "y": 0.74334398969801 }, { "x": 1.7, "y": 0.75344801683375 }, { "x": 1.75, "y": 0.76305144888039 }, { "x": 1.8, "y": 0.77218381967629 }, { "x": 1.85, "y": 0.78087271003528 }, { "x": 1.9, "y": 0.78914387981394 }, { "x": 1.95, "y": 0.79702139292087 }, { "x": 2, "y": 0.80452773501317 }, { "x": 2.05, "y": 0.81168392384917 }, { "x": 2.1, "y": 0.81850961242197 }, { "x": 2.15, "y": 0.82502318510363 }, { "x": 2.2, "y": 0.83124184709827 }, { "x": 2.25, "y": 0.83718170754378 }, { "x": 2.3, "y": 0.84285785662398 }, { "x": 2.35, "y": 0.84828443706091 }, { "x": 2.4, "y": 0.85347471035533 }, { "x": 2.45, "y": 0.8584411181345 }, { "x": 2.5, "y": 0.86319533895325 }, { "x": 2.55, "y": 0.86774834087811 }, { "x": 2.6, "y": 0.87211043016629 }, { "x": 2.65, "y": 0.87629129633245 }, { "x": 2.7, "y": 0.88030005387763 }, { "x": 2.75, "y": 0.88414528093547 }, { "x": 2.8, "y": 0.88783505507314 }, { "x": 2.85, "y": 0.89137698646681 }, { "x": 2.9, "y": 0.89477824865499 }, { "x": 2.95, "y": 0.89804560705752 }, { "x": 3, "y": 0.90118544543347 }, { "x": 3.05, "y": 0.9042037904374 }, { "x": 3.1, "y": 0.90710633442118 }, { "x": 3.15, "y": 0.9098984566164 }, { "x": 3.2, "y": 0.91258524282194 }, { "x": 3.25, "y": 0.9151715037111 }, { "x": 3.3, "y": 0.9176617918635 }, { "x": 3.35, "y": 0.92006041761862 }, { "x": 3.4, "y": 0.92237146383994 }, { "x": 3.45, "y": 0.92459879967149 }, { "x": 3.5, "y": 0.92674609336226 }, { "x": 3.55, "y": 0.92881682422759 }, { "x": 3.6, "y": 0.93081429381139 }, { "x": 3.65, "y": 0.93274163630797 }, { "x": 3.7, "y": 0.9346018282974 }, { "x": 3.75, "y": 0.93639769784427 }, { "x": 3.8, "y": 0.93813193300585 }, { "x": 3.85, "y": 0.93980708979173 }, { "x": 3.9, "y": 0.9414255996143 }, { "x": 3.94999999999999, "y": 0.94298977626583 }, { "x": 3.99999999999999, "y": 0.94450182245546 } ] }, { "id": 770, "curve_id": "E13.28", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "Above-ground steel, % full is 0.2", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": 0.52599999999999991, "sigma": 1.2559999999999998, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00252421693979 }, { "x": 0.1, "y": 0.01215929733447 }, { "x": 0.15, "y": 0.02685080673391 }, { "x": 0.2, "y": 0.04454765078198 }, { "x": 0.25, "y": 0.06393849794583 }, { "x": 0.3, "y": 0.08419942326361 }, { "x": 0.35, "y": 0.10480556426188 }, { "x": 0.4, "y": 0.12541810945711 }, { "x": 0.45, "y": 0.14581688478246 }, { "x": 0.5, "y": 0.16585916133479 }, { "x": 0.55, "y": 0.18545377346935 }, { "x": 0.6, "y": 0.20454442817383 }, { "x": 0.65, "y": 0.22309869265969 }, { "x": 0.7, "y": 0.24110058414897 }, { "x": 0.75, "y": 0.258545499685 }, { "x": 0.8, "y": 0.27543669819144 }, { "x": 0.85, "y": 0.29178283130382 }, { "x": 0.9, "y": 0.30759619429522 }, { "x": 0.95, "y": 0.32289147842301 }, { "x": 1, "y": 0.33768487672813 }, { "x": 1.05, "y": 0.3519934416364 }, { "x": 1.1, "y": 0.36583462358034 }, { "x": 1.15, "y": 0.37922594075608 }, { "x": 1.2, "y": 0.39218474447539 }, { "x": 1.25, "y": 0.40472805454882 }, { "x": 1.3, "y": 0.41687244615354 }, { "x": 1.35, "y": 0.42863397462973 }, { "x": 1.4, "y": 0.4400281282306 }, { "x": 1.45, "y": 0.4510698014456 }, { "x": 1.5, "y": 0.46177328340907 }, { "x": 1.55, "y": 0.47215225729878 }, { "x": 1.6, "y": 0.48221980765848 }, { "x": 1.65, "y": 0.4919884333451 }, { "x": 1.7, "y": 0.50147006437454 }, { "x": 1.75, "y": 0.51067608137084 }, { "x": 1.8, "y": 0.5196173366483 }, { "x": 1.85, "y": 0.52830417620241 }, { "x": 1.9, "y": 0.53674646207164 }, { "x": 1.95, "y": 0.5449535946742 }, { "x": 2, "y": 0.5529345348318 }, { "x": 2.05, "y": 0.56069782527447 }, { "x": 2.1, "y": 0.56825161148315 }, { "x": 2.15, "y": 0.57560366177405 }, { "x": 2.2, "y": 0.58276138656498 }, { "x": 2.25, "y": 0.5897318567905 }, { "x": 2.3, "y": 0.59652182145356 }, { "x": 2.35, "y": 0.60313772431575 }, { "x": 2.4, "y": 0.60958571973977 }, { "x": 2.45, "y": 0.61587168770531 }, { "x": 2.5, "y": 0.62200124802507 }, { "x": 2.55, "y": 0.62797977379159 }, { "x": 2.6, "y": 0.63381240408752 }, { "x": 2.65, "y": 0.63950405599335 }, { "x": 2.7, "y": 0.64505943592721 }, { "x": 2.75, "y": 0.65048305035098 }, { "x": 2.8, "y": 0.65577921587637 }, { "x": 2.85, "y": 0.6609520688041 }, { "x": 2.9, "y": 0.66600557412763 }, { "x": 2.95, "y": 0.67094353403213 }, { "x": 3, "y": 0.67576959591784 }, { "x": 3.05, "y": 0.68048725997541 }, { "x": 3.1, "y": 0.68509988633984 }, { "x": 3.15, "y": 0.68961070184766 }, { "x": 3.2, "y": 0.69402280642112 }, { "x": 3.25, "y": 0.69833917910161 }, { "x": 3.3, "y": 0.70256268375305 }, { "x": 3.35, "y": 0.70669607445519 }, { "x": 3.4, "y": 0.71074200060514 }, { "x": 3.45, "y": 0.71470301174453 }, { "x": 3.5, "y": 0.71858156212872 }, { "x": 3.55, "y": 0.72238001505325 }, { "x": 3.6, "y": 0.72610064695185 }, { "x": 3.65, "y": 0.7297456512796 }, { "x": 3.7, "y": 0.73331714219372 }, { "x": 3.75, "y": 0.73681715804386 }, { "x": 3.8, "y": 0.74024766468296 }, { "x": 3.85, "y": 0.74361055860909 }, { "x": 3.9, "y": 0.74690766994792 }, { "x": 3.94999999999999, "y": 0.75014076528509 }, { "x": 3.99999999999999, "y": 0.75331155035684 } ] }, { "id": 771, "curve_id": "E13.29", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "Above-ground steel, % full is 0.5", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.104, "sigma": 1.2559999999999998, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01065815465529 }, { "x": 0.1, "y": 0.04001898195747 }, { "x": 0.15, "y": 0.07669727690395 }, { "x": 0.2, "y": 0.11534233018207 }, { "x": 0.25, "y": 0.15364261751145 }, { "x": 0.3, "y": 0.19057631066062 }, { "x": 0.35, "y": 0.22571200960245 }, { "x": 0.4, "y": 0.25890390527306 }, { "x": 0.45, "y": 0.29014814369671 }, { "x": 0.5, "y": 0.31951114946237 }, { "x": 0.55, "y": 0.3470924114696 }, { "x": 0.6, "y": 0.37300469477256 }, { "x": 0.65, "y": 0.39736343692125 }, { "x": 0.7, "y": 0.42028113594837 }, { "x": 0.75, "y": 0.44186450901896 }, { "x": 0.8, "y": 0.46221320675414 }, { "x": 0.85, "y": 0.48141940160177 }, { "x": 0.9, "y": 0.49956786057889 }, { "x": 0.95, "y": 0.51673627679319 }, { "x": 1, "y": 0.53299572837058 }, { "x": 1.05, "y": 0.54841118844833 }, { "x": 1.1, "y": 0.56304204244546 }, { "x": 1.15, "y": 0.57694258823401 }, { "x": 1.2, "y": 0.59016250644642 }, { "x": 1.25, "y": 0.6027472950772 }, { "x": 1.3, "y": 0.61473866661716 }, { "x": 1.35, "y": 0.62617490830447 }, { "x": 1.4, "y": 0.63709120736412 }, { "x": 1.45, "y": 0.64751994374991 }, { "x": 1.5, "y": 0.65749095315787 }, { "x": 1.55, "y": 0.66703176310519 }, { "x": 1.6, "y": 0.67616780476385 }, { "x": 1.65, "y": 0.68492260306382 }, { "x": 1.7, "y": 0.69331794737486 }, { "x": 1.75, "y": 0.70137404486075 }, { "x": 1.8, "y": 0.70910965838911 }, { "x": 1.85, "y": 0.71654223068027 }, { "x": 1.9, "y": 0.72368799619477 }, { "x": 1.95, "y": 0.73056208209142 }, { "x": 2, "y": 0.73717859943701 }, { "x": 2.05, "y": 0.74355072571431 }, { "x": 2.1, "y": 0.74969077955502 }, { "x": 2.15, "y": 0.7556102885185 }, { "x": 2.2, "y": 0.76132005064333 }, { "x": 2.25, "y": 0.76683019041625 }, { "x": 2.3, "y": 0.77215020972995 }, { "x": 2.35, "y": 0.77728903433739 }, { "x": 2.4, "y": 0.78225505625352 }, { "x": 2.45, "y": 0.78705617250547 }, { "x": 2.5, "y": 0.79169982058879 }, { "x": 2.55, "y": 0.79619301094788 }, { "x": 2.6, "y": 0.80054235676534 }, { "x": 2.65, "y": 0.80475410131423 }, { "x": 2.7, "y": 0.80883414310059 }, { "x": 2.75, "y": 0.81278805900021 }, { "x": 2.8, "y": 0.81662112557227 }, { "x": 2.85, "y": 0.82033833871415 }, { "x": 2.9, "y": 0.82394443180504 }, { "x": 2.95, "y": 0.82744389247121 }, { "x": 3, "y": 0.83084097809298 }, { "x": 3.05, "y": 0.8341397301614 }, { "x": 3.1, "y": 0.8373439875824 }, { "x": 3.15, "y": 0.84045739901693 }, { "x": 3.2, "y": 0.84348343433708 }, { "x": 3.25, "y": 0.84642539527078 }, { "x": 3.3, "y": 0.84928642530114 }, { "x": 3.35, "y": 0.85206951888009 }, { "x": 3.4, "y": 0.854777530011 }, { "x": 3.45, "y": 0.85741318024978 }, { "x": 3.5, "y": 0.85997906616972 }, { "x": 3.55, "y": 0.86247766633134 }, { "x": 3.6, "y": 0.86491134779489 }, { "x": 3.65, "y": 0.86728237221004 }, { "x": 3.7, "y": 0.86959290151421 }, { "x": 3.75, "y": 0.87184500326844 }, { "x": 3.8, "y": 0.87404065565737 }, { "x": 3.85, "y": 0.87618175217747 }, { "x": 3.9, "y": 0.87827010603603 }, { "x": 3.94999999999999, "y": 0.88030745428117 }, { "x": 3.99999999999999, "y": 0.8822954616821 } ] }, { "id": 772, "curve_id": "E13.3", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground steel tank, anchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.356674943994203, "sigma": 0.60000000018885635, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.357, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 5.4518672E-06 }, { "x": 0.1, "y": 0.00059101011106 }, { "x": 0.15, "y": 0.00512309279653 }, { "x": 0.2, "y": 0.01840170122997 }, { "x": 0.25, "y": 0.04307805972932 }, { "x": 0.3, "y": 0.07895097127856 }, { "x": 0.35, "y": 0.12399499425286 }, { "x": 0.4, "y": 0.17548925525984 }, { "x": 0.45, "y": 0.2307473268975 }, { "x": 0.5, "y": 0.28747135417101 }, { "x": 0.55, "y": 0.34386528366521 }, { "x": 0.6, "y": 0.39862111475064 }, { "x": 0.65, "y": 0.45085032670494 }, { "x": 0.7, "y": 0.5 }, { "x": 0.75, "y": 0.54577273043754 }, { "x": 0.8, "y": 0.58805802599082 }, { "x": 0.85, "y": 0.6268770411815 }, { "x": 0.9, "y": 0.66233981681791 }, { "x": 0.95, "y": 0.69461316904409 }, { "x": 1, "y": 0.72389716740193 }, { "x": 1.05, "y": 0.75040830239576 }, { "x": 1.1, "y": 0.77436773579856 }, { "x": 1.15, "y": 0.79599333950221 }, { "x": 1.2, "y": 0.81549451249891 }, { "x": 1.25, "y": 0.83306900398642 }, { "x": 1.3, "y": 0.84890116213435 }, { "x": 1.35, "y": 0.8631611776362 }, { "x": 1.4, "y": 0.87600500574714 }, { "x": 1.45, "y": 0.88757473704124 }, { "x": 1.5, "y": 0.89799925177543 }, { "x": 1.55, "y": 0.90739504062902 }, { "x": 1.6, "y": 0.91586710977568 }, { "x": 1.65, "y": 0.92350991391423 }, { "x": 1.7, "y": 0.9304082794722 }, { "x": 1.75, "y": 0.93663829354316 }, { "x": 1.8, "y": 0.94226814361252 }, { "x": 1.85, "y": 0.94735889979871 }, { "x": 1.9, "y": 0.95196523595544 }, { "x": 1.95, "y": 0.95613608911284 }, { "x": 2, "y": 0.95991525879828 }, { "x": 2.05, "y": 0.96334194907866 }, { "x": 2.1, "y": 0.96645125692808 }, { "x": 2.15, "y": 0.9692746109114 }, { "x": 2.2, "y": 0.97184016430447 }, { "x": 2.25, "y": 0.97417314672898 }, { "x": 2.3, "y": 0.97629617822709 }, { "x": 2.35, "y": 0.97822954947964 }, { "x": 2.4, "y": 0.97999147161366 }, { "x": 2.45, "y": 0.98159829877003 }, { "x": 2.5, "y": 0.98306472632513 }, { "x": 2.55, "y": 0.98440396739085 }, { "x": 2.6, "y": 0.98562790996033 }, { "x": 2.65, "y": 0.98674725682687 }, { "x": 2.7, "y": 0.98777165018137 }, { "x": 2.75, "y": 0.98870978259056 }, { "x": 2.8, "y": 0.98956949587352 }, { "x": 2.85, "y": 0.99035786922753 }, { "x": 2.9, "y": 0.99108129780385 }, { "x": 2.95, "y": 0.99174556280028 }, { "x": 3, "y": 0.99235589401661 }, { "x": 3.05, "y": 0.99291702571288 }, { "x": 3.1, "y": 0.99343324651457 }, { "x": 3.15, "y": 0.99390844402476 }, { "x": 3.2, "y": 0.9943461447282 }, { "x": 3.25, "y": 0.99474954970576 }, { "x": 3.3, "y": 0.99512156661904 }, { "x": 3.35, "y": 0.99546483837259 }, { "x": 3.4, "y": 0.99578176881544 }, { "x": 3.45, "y": 0.99607454580244 }, { "x": 3.5, "y": 0.99634516190031 }, { "x": 3.55, "y": 0.99659543299091 }, { "x": 3.6, "y": 0.99682701499637 }, { "x": 3.65, "y": 0.99704141892557 }, { "x": 3.7, "y": 0.99724002441929 }, { "x": 3.75, "y": 0.99742409195187 }, { "x": 3.8, "y": 0.99759477382994 }, { "x": 3.85, "y": 0.99775312411309 }, { "x": 3.9, "y": 0.99790010756821 }, { "x": 3.94999999999999, "y": 0.99803660775664 }, { "x": 3.99999999999999, "y": 0.998163434343 } ] }, { "id": 773, "curve_id": "E13.30", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "Above-ground steel, % full is 0.9", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.942999999999999, "sigma": 1.2559999999999998, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.05109363649997 }, { "x": 0.1, "y": 0.1395213791197 }, { "x": 0.15, "y": 0.2237320104963 }, { "x": 0.2, "y": 0.29784680795084 }, { "x": 0.25, "y": 0.3620661975301 }, { "x": 0.3, "y": 0.41770002525597 }, { "x": 0.35, "y": 0.46611103399689 }, { "x": 0.4, "y": 0.50848300421662 }, { "x": 0.45, "y": 0.54579394265458 }, { "x": 0.5, "y": 0.57884023370395 }, { "x": 0.55, "y": 0.60826939392378 }, { "x": 0.6, "y": 0.63460990099096 }, { "x": 0.65, "y": 0.65829567188293 }, { "x": 0.7, "y": 0.67968542117808 }, { "x": 0.75, "y": 0.69907777655197 }, { "x": 0.8, "y": 0.71672305507826 }, { "x": 0.85, "y": 0.73283246327256 }, { "x": 0.9, "y": 0.74758532183397 }, { "x": 0.95, "y": 0.7611347752843 }, { "x": 1, "y": 0.77361233512997 }, { "x": 1.05, "y": 0.78513152002097 }, { "x": 1.1, "y": 0.79579079242775 }, { "x": 1.15, "y": 0.80567594358756 }, { "x": 1.2, "y": 0.81486204279107 }, { "x": 1.25, "y": 0.82341504034651 }, { "x": 1.3, "y": 0.83139309343442 }, { "x": 1.35, "y": 0.83884766882982 }, { "x": 1.4, "y": 0.84582446486304 }, { "x": 1.45, "y": 0.85236418609215 }, { "x": 1.5, "y": 0.85850319729533 }, { "x": 1.55, "y": 0.86427407806058 }, { "x": 1.6, "y": 0.86970609508545 }, { "x": 1.65, "y": 0.87482560602566 }, { "x": 1.7, "y": 0.87965640614298 }, { "x": 1.75, "y": 0.88422002694503 }, { "x": 1.8, "y": 0.88853599436381 }, { "x": 1.85, "y": 0.89262205269826 }, { "x": 1.9, "y": 0.89649435947783 }, { "x": 1.95, "y": 0.90016765553774 }, { "x": 2, "y": 0.90365541389 }, { "x": 2.05, "y": 0.90696997039592 }, { "x": 2.1, "y": 0.91012263876965 }, { "x": 2.15, "y": 0.91312381205005 }, { "x": 2.2, "y": 0.91598305235188 }, { "x": 2.25, "y": 0.91870917043681 }, { "x": 2.3, "y": 0.92131029641808 }, { "x": 2.35, "y": 0.92379394272332 }, { "x": 2.4, "y": 0.92616706028022 }, { "x": 2.45, "y": 0.92843608875557 }, { "x": 2.5, "y": 0.93060700156396 }, { "x": 2.55, "y": 0.93268534626639 }, { "x": 2.6, "y": 0.93467628089606 }, { "x": 2.65, "y": 0.93658460667915 }, { "x": 2.7, "y": 0.9384147975579 }, { "x": 2.75, "y": 0.94017102687173 }, { "x": 2.8, "y": 0.94185719150814 }, { "x": 2.85, "y": 0.94347693379648 }, { "x": 2.9, "y": 0.94503366138497 }, { "x": 2.95, "y": 0.94653056531239 }, { "x": 3, "y": 0.94797063646134 }, { "x": 3.05, "y": 0.94935668055804 }, { "x": 3.1, "y": 0.95069133186496 }, { "x": 3.15, "y": 0.95197706569594 }, { "x": 3.2, "y": 0.95321620986925 }, { "x": 3.25, "y": 0.95441095520116 }, { "x": 3.3, "y": 0.95556336513152 }, { "x": 3.35, "y": 0.95667538456328 }, { "x": 3.4, "y": 0.95774884798885 }, { "x": 3.45, "y": 0.95878548696905 }, { "x": 3.5, "y": 0.95978693702316 }, { "x": 3.55, "y": 0.96075474398311 }, { "x": 3.6, "y": 0.96169036985903 }, { "x": 3.65, "y": 0.96259519825916 }, { "x": 3.7, "y": 0.96347053940257 }, { "x": 3.75, "y": 0.96431763475956 }, { "x": 3.8, "y": 0.96513766135113 }, { "x": 3.85, "y": 0.96593173573627 }, { "x": 3.9, "y": 0.9667009177126 }, { "x": 3.94999999999999, "y": 0.96744621375403 }, { "x": 3.99999999999999, "y": 0.96816858020664 } ] }, { "id": 774, "curve_id": "E13.31", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "Above-ground steel, unanchored", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.942999999999999, "sigma": 1.2559999999999998, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.05109363649997 }, { "x": 0.1, "y": 0.1395213791197 }, { "x": 0.15, "y": 0.2237320104963 }, { "x": 0.2, "y": 0.29784680795084 }, { "x": 0.25, "y": 0.3620661975301 }, { "x": 0.3, "y": 0.41770002525597 }, { "x": 0.35, "y": 0.46611103399689 }, { "x": 0.4, "y": 0.50848300421662 }, { "x": 0.45, "y": 0.54579394265458 }, { "x": 0.5, "y": 0.57884023370395 }, { "x": 0.55, "y": 0.60826939392378 }, { "x": 0.6, "y": 0.63460990099096 }, { "x": 0.65, "y": 0.65829567188293 }, { "x": 0.7, "y": 0.67968542117808 }, { "x": 0.75, "y": 0.69907777655197 }, { "x": 0.8, "y": 0.71672305507826 }, { "x": 0.85, "y": 0.73283246327256 }, { "x": 0.9, "y": 0.74758532183397 }, { "x": 0.95, "y": 0.7611347752843 }, { "x": 1, "y": 0.77361233512997 }, { "x": 1.05, "y": 0.78513152002097 }, { "x": 1.1, "y": 0.79579079242775 }, { "x": 1.15, "y": 0.80567594358756 }, { "x": 1.2, "y": 0.81486204279107 }, { "x": 1.25, "y": 0.82341504034651 }, { "x": 1.3, "y": 0.83139309343442 }, { "x": 1.35, "y": 0.83884766882982 }, { "x": 1.4, "y": 0.84582446486304 }, { "x": 1.45, "y": 0.85236418609215 }, { "x": 1.5, "y": 0.85850319729533 }, { "x": 1.55, "y": 0.86427407806058 }, { "x": 1.6, "y": 0.86970609508545 }, { "x": 1.65, "y": 0.87482560602566 }, { "x": 1.7, "y": 0.87965640614298 }, { "x": 1.75, "y": 0.88422002694503 }, { "x": 1.8, "y": 0.88853599436381 }, { "x": 1.85, "y": 0.89262205269826 }, { "x": 1.9, "y": 0.89649435947783 }, { "x": 1.95, "y": 0.90016765553774 }, { "x": 2, "y": 0.90365541389 }, { "x": 2.05, "y": 0.90696997039592 }, { "x": 2.1, "y": 0.91012263876965 }, { "x": 2.15, "y": 0.91312381205005 }, { "x": 2.2, "y": 0.91598305235188 }, { "x": 2.25, "y": 0.91870917043681 }, { "x": 2.3, "y": 0.92131029641808 }, { "x": 2.35, "y": 0.92379394272332 }, { "x": 2.4, "y": 0.92616706028022 }, { "x": 2.45, "y": 0.92843608875557 }, { "x": 2.5, "y": 0.93060700156396 }, { "x": 2.55, "y": 0.93268534626639 }, { "x": 2.6, "y": 0.93467628089606 }, { "x": 2.65, "y": 0.93658460667915 }, { "x": 2.7, "y": 0.9384147975579 }, { "x": 2.75, "y": 0.94017102687173 }, { "x": 2.8, "y": 0.94185719150814 }, { "x": 2.85, "y": 0.94347693379648 }, { "x": 2.9, "y": 0.94503366138497 }, { "x": 2.95, "y": 0.94653056531239 }, { "x": 3, "y": 0.94797063646134 }, { "x": 3.05, "y": 0.94935668055804 }, { "x": 3.1, "y": 0.95069133186496 }, { "x": 3.15, "y": 0.95197706569594 }, { "x": 3.2, "y": 0.95321620986925 }, { "x": 3.25, "y": 0.95441095520116 }, { "x": 3.3, "y": 0.95556336513152 }, { "x": 3.35, "y": 0.95667538456328 }, { "x": 3.4, "y": 0.95774884798885 }, { "x": 3.45, "y": 0.95878548696905 }, { "x": 3.5, "y": 0.95978693702316 }, { "x": 3.55, "y": 0.96075474398311 }, { "x": 3.6, "y": 0.96169036985903 }, { "x": 3.65, "y": 0.96259519825916 }, { "x": 3.7, "y": 0.96347053940257 }, { "x": 3.75, "y": 0.96431763475956 }, { "x": 3.8, "y": 0.96513766135113 }, { "x": 3.85, "y": 0.96593173573627 }, { "x": 3.9, "y": 0.9667009177126 }, { "x": 3.94999999999999, "y": 0.96744621375403 }, { "x": 3.99999999999999, "y": 0.96816858020664 } ] }, { "id": 775, "curve_id": "E13.4", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground steel tank, unanchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.04982212450694, "sigma": 0.75000000002225076, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.050, σ=0.750, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00473578498858 }, { "x": 0.1, "y": 0.04742500624708 }, { "x": 0.15, "y": 0.1292949047483 }, { "x": 0.2, "y": 0.22778708012009 }, { "x": 0.25, "y": 0.32684942103948 }, { "x": 0.3, "y": 0.41857737480647 }, { "x": 0.35, "y": 0.5 }, { "x": 0.4, "y": 0.57065494807631 }, { "x": 0.45, "y": 0.63121985724462 }, { "x": 0.5, "y": 0.68280840955281 }, { "x": 0.55, "y": 0.72662817067662 }, { "x": 0.6, "y": 0.76382539918814 }, { "x": 0.65, "y": 0.79542364936503 }, { "x": 0.7, "y": 0.82230792373402 }, { "x": 0.75, "y": 0.84522976427483 }, { "x": 0.8, "y": 0.86482091338807 }, { "x": 0.85, "y": 0.8816094804954 }, { "x": 0.9, "y": 0.89603577999535 }, { "x": 0.95, "y": 0.90846664382648 }, { "x": 1, "y": 0.91920782440655 }, { "x": 1.05, "y": 0.9285144898351 }, { "x": 1.1, "y": 0.93659998091629 }, { "x": 1.15, "y": 0.94364305751069 }, { "x": 1.2, "y": 0.94979386671169 }, { "x": 1.25, "y": 0.95517884674549 }, { "x": 1.3, "y": 0.95990475324209 }, { "x": 1.35, "y": 0.96406196593069 }, { "x": 1.4, "y": 0.96772720720714 }, { "x": 1.45, "y": 0.9709657806871 }, { "x": 1.5, "y": 0.9738334180665 }, { "x": 1.55, "y": 0.976377806157 }, { "x": 1.6, "y": 0.97863985245564 }, { "x": 1.65, "y": 0.98065473660506 }, { "x": 1.7, "y": 0.98245278617934 }, { "x": 1.75, "y": 0.98406020801889 }, { "x": 1.8, "y": 0.98549970051276 }, { "x": 1.85, "y": 0.98679096752488 }, { "x": 1.9, "y": 0.98795115086211 }, { "x": 1.95, "y": 0.98899519511001 }, { "x": 2, "y": 0.98993615617502 }, { "x": 2.05, "y": 0.9907854628533 }, { "x": 2.1, "y": 0.99155313910599 }, { "x": 2.15, "y": 0.99224799338443 }, { "x": 2.2, "y": 0.99287778025759 }, { "x": 2.25, "y": 0.99344933870163 }, { "x": 2.3, "y": 0.99396871067871 }, { "x": 2.35, "y": 0.99444124303054 }, { "x": 2.4, "y": 0.99487167521591 }, { "x": 2.45, "y": 0.99526421501142 }, { "x": 2.5, "y": 0.99562260395567 }, { "x": 2.55, "y": 0.99595017403511 }, { "x": 2.6, "y": 0.99624989687567 }, { "x": 2.65, "y": 0.99652442650904 }, { "x": 2.7, "y": 0.99677613661895 }, { "x": 2.75, "y": 0.99700715303637 }, { "x": 2.8, "y": 0.99721938213769 }, { "x": 2.85, "y": 0.99741453570336 }, { "x": 2.9, "y": 0.99759415271336 }, { "x": 2.95, "y": 0.99775961848684 }, { "x": 3, "y": 0.99791218151554 }, { "x": 3.05, "y": 0.99805296829086 }, { "x": 3.1, "y": 0.99818299638294 }, { "x": 3.15, "y": 0.99830318599425 }, { "x": 3.2, "y": 0.99841437017985 }, { "x": 3.25, "y": 0.99851730390054 }, { "x": 3.3, "y": 0.99861267205279 }, { "x": 3.35, "y": 0.99870109660038 }, { "x": 3.4, "y": 0.99878314291643 }, { "x": 3.45, "y": 0.99885932542997 }, { "x": 3.5, "y": 0.99893011265973 }, { "x": 3.55, "y": 0.99899593170679 }, { "x": 3.6, "y": 0.99905717226899 }, { "x": 3.65, "y": 0.9991141902321 }, { "x": 3.7, "y": 0.99916731088597 }, { "x": 3.75, "y": 0.99921683180788 }, { "x": 3.8, "y": 0.99926302545037 }, { "x": 3.85, "y": 0.99930614146629 }, { "x": 3.9, "y": 0.99934640879977 }, { "x": 3.94999999999999, "y": 0.99938403756871 }, { "x": 3.99999999999999, "y": 0.99941922076112 } ] }, { "id": 776, "curve_id": "E13.5", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Above-ground steel tank", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.597837000758532, "sigma": 0.50000000001396494, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.598, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 8.1017261E-07 }, { "x": 0.1, "y": 0.00032541494148 }, { "x": 0.15, "y": 0.00468070278365 }, { "x": 0.2, "y": 0.02152617188825 }, { "x": 0.25, "y": 0.05740757443538 }, { "x": 0.3, "y": 0.1127042143443 }, { "x": 0.35, "y": 0.18300558899381 }, { "x": 0.4, "y": 0.26209256089645 }, { "x": 0.45, "y": 0.34408439681804 }, { "x": 0.5, "y": 0.42441151900585 }, { "x": 0.55, "y": 0.5 }, { "x": 0.6, "y": 0.56907621001069 }, { "x": 0.65, "y": 0.63085103213856 }, { "x": 0.7, "y": 0.68521214001011 }, { "x": 0.75, "y": 0.73247309655775 }, { "x": 0.8, "y": 0.77318797748382 }, { "x": 0.85, "y": 0.80802357219263 }, { "x": 0.9, "y": 0.83767641373003 }, { "x": 0.95, "y": 0.86282228899141 }, { "x": 1, "y": 0.88408809962101 }, { "x": 1.05, "y": 0.90203844471536 }, { "x": 1.1, "y": 0.9171714809983 }, { "x": 1.15, "y": 0.92992032520963 }, { "x": 1.2, "y": 0.94065751960038 }, { "x": 1.25, "y": 0.94970096742297 }, { "x": 1.3, "y": 0.95732035132205 }, { "x": 1.35, "y": 0.96374345149217 }, { "x": 1.4, "y": 0.96916204321413 }, { "x": 1.45, "y": 0.9737372198046 }, { "x": 1.5, "y": 0.97760408906404 }, { "x": 1.55, "y": 0.98087585115249 }, { "x": 1.6, "y": 0.98364729854623 }, { "x": 1.65, "y": 0.98599779442606 }, { "x": 1.7, "y": 0.98799379117749 }, { "x": 1.75, "y": 0.98969094996446 }, { "x": 1.8, "y": 0.99113591832618 }, { "x": 1.85, "y": 0.99236781716257 }, { "x": 1.9, "y": 0.99341948235701 }, { "x": 1.95, "y": 0.99431850024398 }, { "x": 2, "y": 0.99508807048943 }, { "x": 2.05, "y": 0.9957477248707 }, { "x": 2.1, "y": 0.99631392597158 }, { "x": 2.15, "y": 0.99680056593881 }, { "x": 2.2, "y": 0.99721938213769 }, { "x": 2.25, "y": 0.9975803037404 }, { "x": 2.3, "y": 0.99789174092034 }, { "x": 2.35, "y": 0.99816082634848 }, { "x": 2.4, "y": 0.99839361703802 }, { "x": 2.45, "y": 0.9985952632106 }, { "x": 2.5, "y": 0.99877014971776 }, { "x": 2.55, "y": 0.99892201460576 }, { "x": 2.6, "y": 0.99905404862938 }, { "x": 2.65, "y": 0.99916897887222 }, { "x": 2.7, "y": 0.99926913909466 }, { "x": 2.75, "y": 0.99935652898709 }, { "x": 2.8, "y": 0.99943286413879 }, { "x": 2.85, "y": 0.99949961822876 }, { "x": 2.9, "y": 0.99955805869303 }, { "x": 2.95, "y": 0.99960927691431 }, { "x": 3, "y": 0.99965421380681 }, { "x": 3.05, "y": 0.99969368152525 }, { "x": 3.1, "y": 0.99972838190788 }, { "x": 3.15, "y": 0.99975892216399 }, { "x": 3.2, "y": 0.99978582823391 }, { "x": 3.25, "y": 0.99980955618043 }, { "x": 3.3, "y": 0.99983050191355 }, { "x": 3.35, "y": 0.99984900950208 }, { "x": 3.4, "y": 0.99986537828594 }, { "x": 3.45, "y": 0.99987986896935 }, { "x": 3.5, "y": 0.99989270884678 }, { "x": 3.55, "y": 0.99990409629043 }, { "x": 3.6, "y": 0.99991420460787 }, { "x": 3.65, "y": 0.99992318536185 }, { "x": 3.7, "y": 0.99993117123061 }, { "x": 3.75, "y": 0.99993827847481 }, { "x": 3.8, "y": 0.99994460906759 }, { "x": 3.85, "y": 0.99995025253567 }, { "x": 3.9, "y": 0.99995528755239 }, { "x": 3.94999999999999, "y": 0.99995978331746 }, { "x": 3.99999999999999, "y": 0.99996380075339 } ] }, { "id": 777, "curve_id": "E13.6", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground wood tank", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.916290732108713, "sigma": 0.60000000076514914, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.916, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00026439120652 }, { "x": 0.1, "y": 0.01043050412648 }, { "x": 0.15, "y": 0.05105435904658 }, { "x": 0.2, "y": 0.12399499425286 }, { "x": 0.25, "y": 0.21671392131122 }, { "x": 0.3, "y": 0.3158021097756 }, { "x": 0.35, "y": 0.41194197400918 }, { "x": 0.4, "y": 0.5 }, { "x": 0.45, "y": 0.57781429920709 }, { "x": 0.5, "y": 0.64501855093776 }, { "x": 0.55, "y": 0.70220613860647 }, { "x": 0.6, "y": 0.75040830239576 }, { "x": 0.65, "y": 0.79079410309546 }, { "x": 0.7, "y": 0.82451074474016 }, { "x": 0.75, "y": 0.85260722068189 }, { "x": 0.8, "y": 0.87600500574714 }, { "x": 0.85, "y": 0.89549391315721 }, { "x": 0.9, "y": 0.9117404003852 }, { "x": 0.95, "y": 0.92530118156382 }, { "x": 1, "y": 0.93663829354316 }, { "x": 1.05, "y": 0.94613365793019 }, { "x": 1.1, "y": 0.9541022466519 }, { "x": 1.15, "y": 0.96080353868954 }, { "x": 1.2, "y": 0.96645125692808 }, { "x": 1.25, "y": 0.97122151812913 }, { "x": 1.3, "y": 0.97525958664976 }, { "x": 1.35, "y": 0.9786854344045 }, { "x": 1.4, "y": 0.98159829877003 }, { "x": 1.45, "y": 0.98408040945922 }, { "x": 1.5, "y": 0.9862000317248 }, { "x": 1.55, "y": 0.98801395010063 }, { "x": 1.6, "y": 0.98956949587352 }, { "x": 1.65, "y": 0.99090620319395 }, { "x": 1.7, "y": 0.99205716323769 }, { "x": 1.75, "y": 0.99305013291934 }, { "x": 1.8, "y": 0.99390844402476 }, { "x": 1.85, "y": 0.99465174993884 }, { "x": 1.9, "y": 0.99529664007976 }, { "x": 1.95, "y": 0.99585714642668 }, { "x": 2, "y": 0.99634516190031 }, { "x": 2.05, "y": 0.99677078661919 }, { "x": 2.1, "y": 0.9971426150387 }, { "x": 2.15, "y": 0.99746797454537 }, { "x": 2.2, "y": 0.99775312411309 }, { "x": 2.25, "y": 0.99800342003881 }, { "x": 2.3, "y": 0.9982234544892 }, { "x": 2.35, "y": 0.99841717154796 }, { "x": 2.4, "y": 0.99858796460795 }, { "x": 2.45, "y": 0.99873875826518 }, { "x": 2.5, "y": 0.99887207731229 }, { "x": 2.55, "y": 0.99899010497298 }, { "x": 2.6, "y": 0.99909473214614 }, { "x": 2.65, "y": 0.99918759912338 }, { "x": 2.7, "y": 0.9992701309937 }, { "x": 2.75, "y": 0.99934356774317 }, { "x": 2.8, "y": 0.99940898988894 }, { "x": 2.85, "y": 0.99946734034696 }, { "x": 2.9, "y": 0.99951944311776 }, { "x": 2.95, "y": 0.99956601927953 }, { "x": 3, "y": 0.99960770069827 }, { "x": 3.05, "y": 0.99964504179939 }, { "x": 3.1, "y": 0.9996785296905 }, { "x": 3.15, "y": 0.99970859287942 }, { "x": 3.2, "y": 0.99973560879348 }, { "x": 3.25, "y": 0.99975991027438 }, { "x": 3.3, "y": 0.99978179119621 }, { "x": 3.35, "y": 0.99980151133172 }, { "x": 3.4, "y": 0.99981930057331 }, { "x": 3.45, "y": 0.99983536259915 }, { "x": 3.5, "y": 0.99984987806162 }, { "x": 3.55, "y": 0.99986300736388 }, { "x": 3.6, "y": 0.9998748930809 }, { "x": 3.65, "y": 0.99988566207299 }, { "x": 3.7, "y": 0.99989542733329 }, { "x": 3.75, "y": 0.99990428960452 }, { "x": 3.8, "y": 0.99991233879559 }, { "x": 3.85, "y": 0.99991965522419 }, { "x": 3.9, "y": 0.99992631070798 }, { "x": 3.94999999999999, "y": 0.99993236952404 }, { "x": 3.99999999999999, "y": 0.99993788925315 } ] }, { "id": 778, "curve_id": "E13.7", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Anchored ground-level", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "figure_given", "mu": -0.356674943994203, "sigma": 0.60000000018885635, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.357, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 5.4518672E-06 }, { "x": 0.1, "y": 0.00059101011106 }, { "x": 0.15, "y": 0.00512309279653 }, { "x": 0.2, "y": 0.01840170122997 }, { "x": 0.25, "y": 0.04307805972932 }, { "x": 0.3, "y": 0.07895097127856 }, { "x": 0.35, "y": 0.12399499425286 }, { "x": 0.4, "y": 0.17548925525984 }, { "x": 0.45, "y": 0.2307473268975 }, { "x": 0.5, "y": 0.28747135417101 }, { "x": 0.55, "y": 0.34386528366521 }, { "x": 0.6, "y": 0.39862111475064 }, { "x": 0.65, "y": 0.45085032670494 }, { "x": 0.7, "y": 0.5 }, { "x": 0.75, "y": 0.54577273043754 }, { "x": 0.8, "y": 0.58805802599082 }, { "x": 0.85, "y": 0.6268770411815 }, { "x": 0.9, "y": 0.66233981681791 }, { "x": 0.95, "y": 0.69461316904409 }, { "x": 1, "y": 0.72389716740193 }, { "x": 1.05, "y": 0.75040830239576 }, { "x": 1.1, "y": 0.77436773579856 }, { "x": 1.15, "y": 0.79599333950221 }, { "x": 1.2, "y": 0.81549451249891 }, { "x": 1.25, "y": 0.83306900398642 }, { "x": 1.3, "y": 0.84890116213435 }, { "x": 1.35, "y": 0.8631611776362 }, { "x": 1.4, "y": 0.87600500574714 }, { "x": 1.45, "y": 0.88757473704124 }, { "x": 1.5, "y": 0.89799925177543 }, { "x": 1.55, "y": 0.90739504062902 }, { "x": 1.6, "y": 0.91586710977568 }, { "x": 1.65, "y": 0.92350991391423 }, { "x": 1.7, "y": 0.9304082794722 }, { "x": 1.75, "y": 0.93663829354316 }, { "x": 1.8, "y": 0.94226814361252 }, { "x": 1.85, "y": 0.94735889979871 }, { "x": 1.9, "y": 0.95196523595544 }, { "x": 1.95, "y": 0.95613608911284 }, { "x": 2, "y": 0.95991525879828 }, { "x": 2.05, "y": 0.96334194907866 }, { "x": 2.1, "y": 0.96645125692808 }, { "x": 2.15, "y": 0.9692746109114 }, { "x": 2.2, "y": 0.97184016430447 }, { "x": 2.25, "y": 0.97417314672898 }, { "x": 2.3, "y": 0.97629617822709 }, { "x": 2.35, "y": 0.97822954947964 }, { "x": 2.4, "y": 0.97999147161366 }, { "x": 2.45, "y": 0.98159829877003 }, { "x": 2.5, "y": 0.98306472632513 }, { "x": 2.55, "y": 0.98440396739085 }, { "x": 2.6, "y": 0.98562790996033 }, { "x": 2.65, "y": 0.98674725682687 }, { "x": 2.7, "y": 0.98777165018137 }, { "x": 2.75, "y": 0.98870978259056 }, { "x": 2.8, "y": 0.98956949587352 }, { "x": 2.85, "y": 0.99035786922753 }, { "x": 2.9, "y": 0.99108129780385 }, { "x": 2.95, "y": 0.99174556280028 }, { "x": 3, "y": 0.99235589401661 }, { "x": 3.05, "y": 0.99291702571288 }, { "x": 3.1, "y": 0.99343324651457 }, { "x": 3.15, "y": 0.99390844402476 }, { "x": 3.2, "y": 0.9943461447282 }, { "x": 3.25, "y": 0.99474954970576 }, { "x": 3.3, "y": 0.99512156661904 }, { "x": 3.35, "y": 0.99546483837259 }, { "x": 3.4, "y": 0.99578176881544 }, { "x": 3.45, "y": 0.99607454580244 }, { "x": 3.5, "y": 0.99634516190031 }, { "x": 3.55, "y": 0.99659543299091 }, { "x": 3.6, "y": 0.99682701499637 }, { "x": 3.65, "y": 0.99704141892557 }, { "x": 3.7, "y": 0.99724002441929 }, { "x": 3.75, "y": 0.99742409195187 }, { "x": 3.8, "y": 0.99759477382994 }, { "x": 3.85, "y": 0.99775312411309 }, { "x": 3.9, "y": 0.99790010756821 }, { "x": 3.94999999999999, "y": 0.99803660775664 }, { "x": 3.99999999999999, "y": 0.998163434343 } ] }, { "id": 779, "curve_id": "E13.8", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Unanchored ground-level", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "figure_given", "mu": -1.27296567611547, "sigma": 0.80000000077315037, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.273, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01564134105718 }, { "x": 0.1, "y": 0.09904291423372 }, { "x": 0.15, "y": 0.21763867443583 }, { "x": 0.2, "y": 0.33702714057344 }, { "x": 0.25, "y": 0.44367394746632 }, { "x": 0.3, "y": 0.53436261611103 }, { "x": 0.35, "y": 0.60985051219595 }, { "x": 0.4, "y": 0.67214491638321 }, { "x": 0.45, "y": 0.723433674686 }, { "x": 0.5, "y": 0.76570438534441 }, { "x": 0.55, "y": 0.80064038591735 }, { "x": 0.6, "y": 0.82962263454947 }, { "x": 0.65, "y": 0.85376726709615 }, { "x": 0.7, "y": 0.87397067657923 }, { "x": 0.75, "y": 0.89095157121014 }, { "x": 0.8, "y": 0.90528676576194 }, { "x": 0.85, "y": 0.91744037367601 }, { "x": 0.9, "y": 0.92778711668902 }, { "x": 0.95, "y": 0.93663074266088 }, { "x": 1, "y": 0.94421851163496 }, { "x": 1.05, "y": 0.9507525769152 }, { "x": 1.1, "y": 0.95639893579193 }, { "x": 1.15, "y": 0.96129448533568 }, { "x": 1.2, "y": 0.9655526019767 }, { "x": 1.25, "y": 0.96926756986183 }, { "x": 1.3, "y": 0.97251810941068 }, { "x": 1.35, "y": 0.97537020045737 }, { "x": 1.4, "y": 0.9778793504293 }, { "x": 1.45, "y": 0.98009242426416 }, { "x": 1.5, "y": 0.98204912684987 }, { "x": 1.55, "y": 0.98378320884938 }, { "x": 1.6, "y": 0.98532345142445 }, { "x": 1.65, "y": 0.9866944735153 }, { "x": 1.7, "y": 0.98791739614415 }, { "x": 1.75, "y": 0.98901039106291 }, { "x": 1.8, "y": 0.98998913548611 }, { "x": 1.85, "y": 0.99086719027741 }, { "x": 1.9, "y": 0.99165631551907 }, { "x": 1.95, "y": 0.99236673467712 }, { "x": 2, "y": 0.99300735642242 }, { "x": 2.05, "y": 0.99358596145426 }, { "x": 2.1, "y": 0.99410936030508 }, { "x": 2.15, "y": 0.99458352700823 }, { "x": 2.2, "y": 0.99501371262801 }, { "x": 2.25, "y": 0.99540454193962 }, { "x": 2.3, "y": 0.99576009596926 }, { "x": 2.35, "y": 0.99608398263615 }, { "x": 2.4, "y": 0.99637939735569 }, { "x": 2.45, "y": 0.99664917515084 }, { "x": 2.5, "y": 0.99689583556177 }, { "x": 2.55, "y": 0.9971216214334 }, { "x": 2.6, "y": 0.99732853248579 }, { "x": 2.65, "y": 0.99751835442878 }, { "x": 2.7, "y": 0.9976926842622 }, { "x": 2.75, "y": 0.99785295230403 }, { "x": 2.8, "y": 0.99800044140534 }, { "x": 2.85, "y": 0.99813630374201 }, { "x": 2.9, "y": 0.99826157551477 }, { "x": 2.95, "y": 0.9983771898401 }, { "x": 3, "y": 0.99848398807377 }, { "x": 3.05, "y": 0.99858272977374 }, { "x": 3.1, "y": 0.99867410147971 }, { "x": 3.15, "y": 0.99875872446204 }, { "x": 3.2, "y": 0.99883716157109 }, { "x": 3.25, "y": 0.99890992330053 }, { "x": 3.3, "y": 0.99897747316226 }, { "x": 3.35, "y": 0.999040232458 }, { "x": 3.4, "y": 0.99909858452077 }, { "x": 3.45, "y": 0.99915287849042 }, { "x": 3.5, "y": 0.99920343267852 }, { "x": 3.55, "y": 0.99925053757125 }, { "x": 3.6, "y": 0.99929445851243 }, { "x": 3.65, "y": 0.99933543810372 }, { "x": 3.7, "y": 0.99937369835429 }, { "x": 3.75, "y": 0.99940944260839 }, { "x": 3.8, "y": 0.99944285727565 }, { "x": 3.85, "y": 0.99947411338606 }, { "x": 3.9, "y": 0.99950336798886 }, { "x": 3.94999999999999, "y": 0.99953076541241 }, { "x": 3.99999999999999, "y": 0.99955643839993 } ] }, { "id": 780, "curve_id": "E13.9", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Anchored elevated", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "figure_given", "mu": -0.597837000758532, "sigma": 0.50000000001396494, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.598, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 8.1017261E-07 }, { "x": 0.1, "y": 0.00032541494148 }, { "x": 0.15, "y": 0.00468070278365 }, { "x": 0.2, "y": 0.02152617188825 }, { "x": 0.25, "y": 0.05740757443538 }, { "x": 0.3, "y": 0.1127042143443 }, { "x": 0.35, "y": 0.18300558899381 }, { "x": 0.4, "y": 0.26209256089645 }, { "x": 0.45, "y": 0.34408439681804 }, { "x": 0.5, "y": 0.42441151900585 }, { "x": 0.55, "y": 0.5 }, { "x": 0.6, "y": 0.56907621001069 }, { "x": 0.65, "y": 0.63085103213856 }, { "x": 0.7, "y": 0.68521214001011 }, { "x": 0.75, "y": 0.73247309655775 }, { "x": 0.8, "y": 0.77318797748382 }, { "x": 0.85, "y": 0.80802357219263 }, { "x": 0.9, "y": 0.83767641373003 }, { "x": 0.95, "y": 0.86282228899141 }, { "x": 1, "y": 0.88408809962101 }, { "x": 1.05, "y": 0.90203844471536 }, { "x": 1.1, "y": 0.9171714809983 }, { "x": 1.15, "y": 0.92992032520963 }, { "x": 1.2, "y": 0.94065751960038 }, { "x": 1.25, "y": 0.94970096742297 }, { "x": 1.3, "y": 0.95732035132205 }, { "x": 1.35, "y": 0.96374345149217 }, { "x": 1.4, "y": 0.96916204321413 }, { "x": 1.45, "y": 0.9737372198046 }, { "x": 1.5, "y": 0.97760408906404 }, { "x": 1.55, "y": 0.98087585115249 }, { "x": 1.6, "y": 0.98364729854623 }, { "x": 1.65, "y": 0.98599779442606 }, { "x": 1.7, "y": 0.98799379117749 }, { "x": 1.75, "y": 0.98969094996446 }, { "x": 1.8, "y": 0.99113591832618 }, { "x": 1.85, "y": 0.99236781716257 }, { "x": 1.9, "y": 0.99341948235701 }, { "x": 1.95, "y": 0.99431850024398 }, { "x": 2, "y": 0.99508807048943 }, { "x": 2.05, "y": 0.9957477248707 }, { "x": 2.1, "y": 0.99631392597158 }, { "x": 2.15, "y": 0.99680056593881 }, { "x": 2.2, "y": 0.99721938213769 }, { "x": 2.25, "y": 0.9975803037404 }, { "x": 2.3, "y": 0.99789174092034 }, { "x": 2.35, "y": 0.99816082634848 }, { "x": 2.4, "y": 0.99839361703802 }, { "x": 2.45, "y": 0.9985952632106 }, { "x": 2.5, "y": 0.99877014971776 }, { "x": 2.55, "y": 0.99892201460576 }, { "x": 2.6, "y": 0.99905404862938 }, { "x": 2.65, "y": 0.99916897887222 }, { "x": 2.7, "y": 0.99926913909466 }, { "x": 2.75, "y": 0.99935652898709 }, { "x": 2.8, "y": 0.99943286413879 }, { "x": 2.85, "y": 0.99949961822876 }, { "x": 2.9, "y": 0.99955805869303 }, { "x": 2.95, "y": 0.99960927691431 }, { "x": 3, "y": 0.99965421380681 }, { "x": 3.05, "y": 0.99969368152525 }, { "x": 3.1, "y": 0.99972838190788 }, { "x": 3.15, "y": 0.99975892216399 }, { "x": 3.2, "y": 0.99978582823391 }, { "x": 3.25, "y": 0.99980955618043 }, { "x": 3.3, "y": 0.99983050191355 }, { "x": 3.35, "y": 0.99984900950208 }, { "x": 3.4, "y": 0.99986537828594 }, { "x": 3.45, "y": 0.99987986896935 }, { "x": 3.5, "y": 0.99989270884678 }, { "x": 3.55, "y": 0.99990409629043 }, { "x": 3.6, "y": 0.99991420460787 }, { "x": 3.65, "y": 0.99992318536185 }, { "x": 3.7, "y": 0.99993117123061 }, { "x": 3.75, "y": 0.99993827847481 }, { "x": 3.8, "y": 0.99994460906759 }, { "x": 3.85, "y": 0.99995025253567 }, { "x": 3.9, "y": 0.99995528755239 }, { "x": 3.94999999999999, "y": 0.99995978331746 }, { "x": 3.99999999999999, "y": 0.99996380075339 } ] }, { "id": 781, "curve_id": "E14.1", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Small water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.967584026261715, "sigma": 0.50000000000006428, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.968, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.492848155E-05 }, { "x": 0.1, "y": 0.00379253825011 }, { "x": 0.15, "y": 0.03150847260911 }, { "x": 0.2, "y": 0.09962211194392 }, { "x": 0.25, "y": 0.20117807565152 }, { "x": 0.3, "y": 0.31818594402721 }, { "x": 0.35, "y": 0.43467814200517 }, { "x": 0.4, "y": 0.54085445635796 }, { "x": 0.45, "y": 0.63237592580949 }, { "x": 0.5, "y": 0.70845393301825 }, { "x": 0.55, "y": 0.77019647460186 }, { "x": 0.6, "y": 0.8195146003269 }, { "x": 0.65, "y": 0.85849949897647 }, { "x": 0.7, "y": 0.88911180110194 }, { "x": 0.75, "y": 0.91305400723982 }, { "x": 0.8, "y": 0.93174063958295 }, { "x": 0.85, "y": 0.94631528160658 }, { "x": 0.9, "y": 0.95768641239349 }, { "x": 0.95, "y": 0.96656758159108 }, { "x": 1, "y": 0.97351516162911 }, { "x": 1.05, "y": 0.97896102468224 }, { "x": 1.1, "y": 0.98323955934012 }, { "x": 1.15, "y": 0.98660939167262 }, { "x": 1.2, "y": 0.98927053971189 }, { "x": 1.25, "y": 0.99137780486658 }, { "x": 1.3, "y": 0.99305114715881 }, { "x": 1.35, "y": 0.9943836854362 }, { "x": 1.4, "y": 0.99544784898418 }, { "x": 1.45, "y": 0.99630010114714 }, { "x": 1.5, "y": 0.99698456518661 }, { "x": 1.55, "y": 0.99753580868024 }, { "x": 1.6, "y": 0.99798098388839 }, { "x": 1.65, "y": 0.99834147542347 }, { "x": 1.7, "y": 0.99863417088207 }, { "x": 1.75, "y": 0.99887244269388 }, { "x": 1.8, "y": 0.99906690849107 }, { "x": 1.85, "y": 0.99922602133489 }, { "x": 1.9, "y": 0.99935652898709 }, { "x": 1.95, "y": 0.99946383217668 }, { "x": 2, "y": 0.9995522647876 }, { "x": 2.05, "y": 0.99962531354777 }, { "x": 2.1, "y": 0.99968579072796 }, { "x": 2.15, "y": 0.99973597025242 }, { "x": 2.2, "y": 0.99977769524919 }, { "x": 2.25, "y": 0.99981246325027 }, { "x": 2.3, "y": 0.99984149385745 }, { "x": 2.35, "y": 0.99986578261702 }, { "x": 2.4, "y": 0.99988614402032 }, { "x": 2.45, "y": 0.9999032459089 }, { "x": 2.5, "y": 0.99991763706843 }, { "x": 2.55, "y": 0.9999297694123 }, { "x": 2.6, "y": 0.99994001585721 }, { "x": 2.65, "y": 0.99994868476025 }, { "x": 2.7, "y": 0.99995603160514 }, { "x": 2.75, "y": 0.99996226848272 }, { "x": 2.8, "y": 0.99996757179855 }, { "x": 2.85, "y": 0.99997208855263 }, { "x": 2.9, "y": 0.99997594146635 }, { "x": 2.95, "y": 0.99997923317694 }, { "x": 3, "y": 0.99998204967583 }, { "x": 3.05, "y": 0.99998446313284 }, { "x": 3.1, "y": 0.99998653422037 }, { "x": 3.15, "y": 0.99998831402973 }, { "x": 3.2, "y": 0.99998984565412 }, { "x": 3.25, "y": 0.9999911654987 }, { "x": 3.3, "y": 0.9999923043666 }, { "x": 3.35, "y": 0.99999328836097 }, { "x": 3.4, "y": 0.99999413963532 }, { "x": 3.45, "y": 0.99999487701886 }, { "x": 3.5, "y": 0.9999955165385 }, { "x": 3.55, "y": 0.99999607185523 }, { "x": 3.6, "y": 0.99999655462962 }, { "x": 3.65, "y": 0.99999697482834 }, { "x": 3.7, "y": 0.99999734098165 }, { "x": 3.75, "y": 0.9999976604 }, { "x": 3.8, "y": 0.9999979393566 }, { "x": 3.85, "y": 0.99999818324141 }, { "x": 3.9, "y": 0.99999839669125 }, { "x": 3.94999999999999, "y": 0.99999858369992 }, { "x": 3.99999999999999, "y": 0.99999874771156 } ] }, { "id": 782, "curve_id": "E14.2", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Small water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.30933331998377, "sigma": 0.40000000000005709, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.309, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.243383211E-05 }, { "x": 0.1, "y": 0.00651168787198 }, { "x": 0.15, "y": 0.07085312887108 }, { "x": 0.2, "y": 0.22654861834352 }, { "x": 0.25, "y": 0.42371342686016 }, { "x": 0.3, "y": 0.60387935145733 }, { "x": 0.35, "y": 0.74175905663495 }, { "x": 0.4, "y": 0.83709942063914 }, { "x": 0.45, "y": 0.89921018387898 }, { "x": 0.5, "y": 0.93827651850507 }, { "x": 0.55, "y": 0.96235886642573 }, { "x": 0.6, "y": 0.97704768786349 }, { "x": 0.65, "y": 0.98596747933699 }, { "x": 0.7, "y": 0.99138227007951 }, { "x": 0.75, "y": 0.9946772961024 }, { "x": 0.8, "y": 0.99669095557588 }, { "x": 0.85, "y": 0.99792832045306 }, { "x": 0.9, "y": 0.99869346912345 }, { "x": 0.95, "y": 0.99916984984521 }, { "x": 1, "y": 0.99946856467681 }, { "x": 1.05, "y": 0.99965724371052 }, { "x": 1.1, "y": 0.99977729840489 }, { "x": 1.15, "y": 0.99985424956702 }, { "x": 1.2, "y": 0.99990393173573 }, { "x": 1.25, "y": 0.99993623807597 }, { "x": 1.3, "y": 0.99995739332282 }, { "x": 1.35, "y": 0.99997134174908 }, { "x": 1.4, "y": 0.99998060019031 }, { "x": 1.45, "y": 0.99998678579215 }, { "x": 1.5, "y": 0.99999094472521 }, { "x": 1.55, "y": 0.99999375832232 }, { "x": 1.6, "y": 0.99999567322408 }, { "x": 1.65, "y": 0.99999698409925 }, { "x": 1.7, "y": 0.99999788657083 }, { "x": 1.75, "y": 0.99999851130024 }, { "x": 1.8, "y": 0.99999894607808 }, { "x": 1.85, "y": 0.99999925023154 }, { "x": 1.9, "y": 0.9999994640785 }, { "x": 1.95, "y": 0.99999961516845 }, { "x": 2, "y": 0.99999972242643 }, { "x": 2.05, "y": 0.99999979892032 }, { "x": 2.1, "y": 0.99999985371908 }, { "x": 2.15, "y": 0.9999998931473 }, { "x": 2.2, "y": 0.99999992163675 }, { "x": 2.25, "y": 0.99999994230724 }, { "x": 2.3, "y": 0.99999995736496 }, { "x": 2.35, "y": 0.99999996837687 }, { "x": 2.4, "y": 0.99999997646068 }, { "x": 2.45, "y": 0.99999998241698 }, { "x": 2.5, "y": 0.99999998682155 }, { "x": 2.55, "y": 0.99999999009009 }, { "x": 2.6, "y": 0.99999999252394 }, { "x": 2.65, "y": 0.9999999943423 }, { "x": 2.7, "y": 0.99999999570526 }, { "x": 2.75, "y": 0.99999999673012 }, { "x": 2.8, "y": 0.99999999750315 }, { "x": 2.85, "y": 0.99999999808799 }, { "x": 2.9, "y": 0.99999999853176 }, { "x": 2.95, "y": 0.99999999886946 }, { "x": 3, "y": 0.99999999912718 }, { "x": 3.05, "y": 0.9999999993244 }, { "x": 3.1, "y": 0.99999999947572 }, { "x": 3.15, "y": 0.99999999959214 }, { "x": 3.2, "y": 0.99999999968194 }, { "x": 3.25, "y": 0.99999999975138 }, { "x": 3.3, "y": 0.9999999998052 }, { "x": 3.35, "y": 0.99999999984703 }, { "x": 3.4, "y": 0.9999999998796 }, { "x": 3.45, "y": 0.99999999990503 }, { "x": 3.5, "y": 0.99999999992493 }, { "x": 3.55, "y": 0.99999999994054 }, { "x": 3.6, "y": 0.9999999999528 }, { "x": 3.65, "y": 0.99999999996246 }, { "x": 3.7, "y": 0.99999999997009 }, { "x": 3.75, "y": 0.99999999997611 }, { "x": 3.8, "y": 0.99999999998089 }, { "x": 3.85, "y": 0.99999999998469 }, { "x": 3.9, "y": 0.9999999999877 }, { "x": 3.94999999999999, "y": 0.99999999999011 }, { "x": 3.99999999999999, "y": 0.99999999999203 } ] }, { "id": 783, "curve_id": "E14.3", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Medium water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.653926467406664, "sigma": 0.40000000000000119, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.654, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.39203E-09 }, { "x": 0.1, "y": 1.880870127E-05 }, { "x": 0.15, "y": 0.00094184198628 }, { "x": 0.2, "y": 0.00845224271774 }, { "x": 0.25, "y": 0.03355626217185 }, { "x": 0.3, "y": 0.08454776680435 }, { "x": 0.35, "y": 0.16115081874237 }, { "x": 0.4, "y": 0.25594080409647 }, { "x": 0.45, "y": 0.35888039001351 }, { "x": 0.5, "y": 0.46094558731879 }, { "x": 0.55, "y": 0.55575836331237 }, { "x": 0.6, "y": 0.63973558350035 }, { "x": 0.65, "y": 0.71152962321323 }, { "x": 0.7, "y": 0.77129815025354 }, { "x": 0.75, "y": 0.82006451678286 }, { "x": 0.8, "y": 0.8592503266371 }, { "x": 0.85, "y": 0.89037387018593 }, { "x": 0.9, "y": 0.91487716915376 }, { "x": 0.95, "y": 0.93404120255207 }, { "x": 1, "y": 0.94895620485424 }, { "x": 1.05, "y": 0.96052332950784 }, { "x": 1.1, "y": 0.96947213268842 }, { "x": 1.15, "y": 0.97638439712212 }, { "x": 1.2, "y": 0.98171893198491 }, { "x": 1.25, "y": 0.98583460008812 }, { "x": 1.3, "y": 0.98901039106291 }, { "x": 1.35, "y": 0.99146224162276 }, { "x": 1.4, "y": 0.99335676080464 }, { "x": 1.45, "y": 0.9948222230448 }, { "x": 1.5, "y": 0.99595725564577 }, { "x": 1.55, "y": 0.99683763721595 }, { "x": 1.6, "y": 0.99752157964169 }, { "x": 1.65, "y": 0.9980538102559 }, { "x": 1.7, "y": 0.9984687147275 }, { "x": 1.75, "y": 0.99879275030913 }, { "x": 1.8, "y": 0.99904629550807 }, { "x": 1.85, "y": 0.99924506624737 }, { "x": 1.9, "y": 0.99940119954658 }, { "x": 1.95, "y": 0.99952408271969 }, { "x": 2, "y": 0.99962098803901 }, { "x": 2.05, "y": 0.99969755879378 }, { "x": 2.1, "y": 0.99975818185357 }, { "x": 2.15, "y": 0.99980627353622 }, { "x": 2.2, "y": 0.99984449922023 }, { "x": 2.25, "y": 0.99987494228471 }, { "x": 2.3, "y": 0.99989923425841 }, { "x": 2.35, "y": 0.99991865523971 }, { "x": 2.4, "y": 0.99993421150404 }, { "x": 2.45, "y": 0.99994669558157 }, { "x": 2.5, "y": 0.99995673284501 }, { "x": 2.55, "y": 0.99996481770006 }, { "x": 2.6, "y": 0.99997134174908 }, { "x": 2.65, "y": 0.99997661574798 }, { "x": 2.7, "y": 0.99998088675512 }, { "x": 2.75, "y": 0.9999843515497 }, { "x": 2.8, "y": 0.99998716715017 }, { "x": 2.85, "y": 0.99998945907457 }, { "x": 2.9, "y": 0.99999132783939 }, { "x": 2.95, "y": 0.99999285408182 }, { "x": 3, "y": 0.99999410260432 }, { "x": 3.05, "y": 0.99999512557394 }, { "x": 3.1, "y": 0.99999596505758 }, { "x": 3.15, "y": 0.99999665503459 }, { "x": 3.2, "y": 0.99999722299717 }, { "x": 3.25, "y": 0.99999769122533 }, { "x": 3.3, "y": 0.99999807780425 }, { "x": 3.35, "y": 0.99999839743745 }, { "x": 3.4, "y": 0.99999866209792 }, { "x": 3.45, "y": 0.99999888155032 }, { "x": 3.5, "y": 0.99999906377043 }, { "x": 3.55, "y": 0.99999921528274 }, { "x": 3.6, "y": 0.99999934143244 }, { "x": 3.65, "y": 0.99999944660496 }, { "x": 3.7, "y": 0.99999953440355 }, { "x": 3.75, "y": 0.99999960779297 }, { "x": 3.8, "y": 0.99999966921608 }, { "x": 3.85, "y": 0.99999972068845 }, { "x": 3.9, "y": 0.99999976387542 }, { "x": 3.94999999999999, "y": 0.99999980015477 }, { "x": 3.99999999999999, "y": 0.99999983066791 } ] }, { "id": 784, "curve_id": "E14.4", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Medium water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.04982212461886, "sigma": 0.40000000116520923, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.050, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 5.7293435E-07 }, { "x": 0.1, "y": 0.0008683731522 }, { "x": 0.15, "y": 0.01707717673533 }, { "x": 0.2, "y": 0.08090057370063 }, { "x": 0.25, "y": 0.20012338585974 }, { "x": 0.3, "y": 0.34997917151897 }, { "x": 0.35, "y": 0.5 }, { "x": 0.4, "y": 0.63074550502729 }, { "x": 0.45, "y": 0.73509172255075 }, { "x": 0.5, "y": 0.81371973474595 }, { "x": 0.55, "y": 0.87075405206433 }, { "x": 0.6, "y": 0.9110889654764 }, { "x": 0.65, "y": 0.9391404459077 }, { "x": 0.7, "y": 0.95844042912959 }, { "x": 0.75, "y": 0.97163271342827 }, { "x": 0.8, "y": 0.98061861624661 }, { "x": 0.85, "y": 0.98673137651501 }, { "x": 0.9, "y": 0.99089091881976 }, { "x": 0.95, "y": 0.99372556975585 }, { "x": 1, "y": 0.99566189003295 }, { "x": 1.05, "y": 0.99698853775706 }, { "x": 1.1, "y": 0.99790062617055 }, { "x": 1.15, "y": 0.99853008382372 }, { "x": 1.2, "y": 0.99896624459395 }, { "x": 1.25, "y": 0.99926973606159 }, { "x": 1.3, "y": 0.99948182117363 }, { "x": 1.35, "y": 0.99963067576654 }, { "x": 1.4, "y": 0.99973560879348 }, { "x": 1.45, "y": 0.99980990353141 }, { "x": 1.5, "y": 0.99986273454017 }, { "x": 1.55, "y": 0.99990046456095 }, { "x": 1.6, "y": 0.99992752467411 }, { "x": 1.65, "y": 0.99994701368695 }, { "x": 1.7, "y": 0.99996110781195 }, { "x": 1.75, "y": 0.99997134174908 }, { "x": 1.8, "y": 0.99997880229467 }, { "x": 1.85, "y": 0.99998426223108 }, { "x": 1.9, "y": 0.99998827329086 }, { "x": 1.95, "y": 0.99999123096561 }, { "x": 2, "y": 0.99999341986917 }, { "x": 2.05, "y": 0.99999504561707 }, { "x": 2.1, "y": 0.99999625731936 }, { "x": 2.15, "y": 0.9999971635132 }, { "x": 2.2, "y": 0.99999784349233 }, { "x": 2.25, "y": 0.99999835539441 }, { "x": 2.3, "y": 0.99999874199564 }, { "x": 2.35, "y": 0.99999903487821 }, { "x": 2.4, "y": 0.99999925743841 }, { "x": 2.45, "y": 0.99999942706565 }, { "x": 2.5, "y": 0.99999955672655 }, { "x": 2.55, "y": 0.99999965612048 }, { "x": 2.6, "y": 0.99999973252529994 }, { "x": 2.65, "y": 0.99999979141852 }, { "x": 2.7, "y": 0.99999983693491 }, { "x": 2.75, "y": 0.99999987220473 }, { "x": 2.8, "y": 0.99999989960453 }, { "x": 2.85, "y": 0.99999992094366 }, { "x": 2.9, "y": 0.99999993760339 }, { "x": 2.95, "y": 0.99999995064105 }, { "x": 3, "y": 0.99999996086807 }, { "x": 3.05, "y": 0.99999996890882 }, { "x": 3.1, "y": 0.9999999752449 }, { "x": 3.15, "y": 0.99999998024874 }, { "x": 3.2, "y": 0.99999998420899 }, { "x": 3.25, "y": 0.99999998734994 }, { "x": 3.3, "y": 0.99999998984628 }, { "x": 3.35, "y": 0.99999999183433 }, { "x": 3.4, "y": 0.99999999342075 }, { "x": 3.45, "y": 0.99999999468916 }, { "x": 3.5, "y": 0.99999999570526 }, { "x": 3.55, "y": 0.99999999652078 }, { "x": 3.6, "y": 0.99999999717651 }, { "x": 3.65, "y": 0.99999999770473 }, { "x": 3.7, "y": 0.99999999813098 }, { "x": 3.75, "y": 0.99999999847556 }, { "x": 3.8, "y": 0.9999999987546 }, { "x": 3.85, "y": 0.99999999898093 }, { "x": 3.9, "y": 0.99999999916483 }, { "x": 3.94999999999999, "y": 0.99999999931448 }, { "x": 3.99999999999999, "y": 0.99999999943647 } ] }, { "id": 785, "curve_id": "E14.5", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Large water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.544727175731011, "sigma": 0.40000000194686058, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.545, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 4.4632E-10 }, { "x": 0.1, "y": 5.54770144E-06 }, { "x": 0.15, "y": 0.00036113633987 }, { "x": 0.2, "y": 0.00388646960553 }, { "x": 0.25, "y": 0.01769280183254 }, { "x": 0.3, "y": 0.04966463256932 }, { "x": 0.35, "y": 0.10334178915257 }, { "x": 0.4, "y": 0.17646815242508 }, { "x": 0.45, "y": 0.26289316913196 }, { "x": 0.5, "y": 0.35530014074689 }, { "x": 0.55, "y": 0.44718583588906 }, { "x": 0.6, "y": 0.53377146968897 }, { "x": 0.65, "y": 0.61212454727025 }, { "x": 0.7, "y": 0.68086913582502 }, { "x": 0.75, "y": 0.73976229850574 }, { "x": 0.8, "y": 0.78928969040624 }, { "x": 0.85, "y": 0.83034275729114 }, { "x": 0.9, "y": 0.86398870227589 }, { "x": 0.95, "y": 0.89132115192547 }, { "x": 1, "y": 0.91337232555847 }, { "x": 1.05, "y": 0.9310681239441 }, { "x": 1.1, "y": 0.94521106621423 }, { "x": 1.15, "y": 0.95648000385238 }, { "x": 1.2, "y": 0.96543902367011 }, { "x": 1.25, "y": 0.97255063282858 }, { "x": 1.3, "y": 0.97819023272694 }, { "x": 1.35, "y": 0.98266018105833 }, { "x": 1.4, "y": 0.98620257388017 }, { "x": 1.45, "y": 0.98901039106291 }, { "x": 1.5, "y": 0.99123694574678 }, { "x": 1.55, "y": 0.99300373819153 }, { "x": 1.6, "y": 0.99440688928389 }, { "x": 1.65, "y": 0.99552235376802 }, { "x": 1.7, "y": 0.99641011024958 }, { "x": 1.75, "y": 0.99711750797983 }, { "x": 1.8, "y": 0.99768192757627 }, { "x": 1.85, "y": 0.99813288885368 }, { "x": 1.9, "y": 0.99849371629432 }, { "x": 1.95, "y": 0.99878285252315 }, { "x": 2, "y": 0.99901489285123 }, { "x": 2.05, "y": 0.99920139946913 }, { "x": 2.1, "y": 0.99935154196439 }, { "x": 2.15, "y": 0.99947260117151 }, { "x": 2.2, "y": 0.99957036559272 }, { "x": 2.25, "y": 0.99964944342693 }, { "x": 2.3, "y": 0.99971350832263 }, { "x": 2.35, "y": 0.99976549308073 }, { "x": 2.4, "y": 0.99980774246906 }, { "x": 2.45, "y": 0.99984213390158 }, { "x": 2.5, "y": 0.99987017284501 }, { "x": 2.55, "y": 0.99989306833474 }, { "x": 2.6, "y": 0.99991179282106 }, { "x": 2.65, "y": 0.9999271296589 }, { "x": 2.7, "y": 0.99993971084272 }, { "x": 2.75, "y": 0.99995004703152 }, { "x": 2.8, "y": 0.99995855147284 }, { "x": 2.85, "y": 0.99996555909251 }, { "x": 2.9, "y": 0.99997134174908 }, { "x": 2.95, "y": 0.99997612044105 }, { "x": 3, "y": 0.99998007509001 }, { "x": 3.05, "y": 0.99998335239258 }, { "x": 3.1, "y": 0.99998607213145 }, { "x": 3.15, "y": 0.99998833225566 }, { "x": 3.2, "y": 0.99999021297578 }, { "x": 3.25, "y": 0.99999178007018 }, { "x": 3.3, "y": 0.99999308755799 }, { "x": 3.35, "y": 0.99999417986336 }, { "x": 3.4, "y": 0.9999950935702 }, { "x": 3.45, "y": 0.99999585884712 }, { "x": 3.5, "y": 0.99999650060598 }, { "x": 3.55, "y": 0.99999703944538 }, { "x": 3.6, "y": 0.99999749241988 }, { "x": 3.65, "y": 0.99999787366824 }, { "x": 3.7, "y": 0.99999819492697 }, { "x": 3.75, "y": 0.99999846595091 }, { "x": 3.8, "y": 0.99999869485801 }, { "x": 3.85, "y": 0.99999888841237 }, { "x": 3.9, "y": 0.99999905225696 }, { "x": 3.94999999999999, "y": 0.9999991911051 }, { "x": 3.99999999999999, "y": 0.99999930889837 } ] }, { "id": 786, "curve_id": "E14.6", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Large water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.04982212461886, "sigma": 0.40000000116520923, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.050, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 5.7293435E-07 }, { "x": 0.1, "y": 0.0008683731522 }, { "x": 0.15, "y": 0.01707717673533 }, { "x": 0.2, "y": 0.08090057370063 }, { "x": 0.25, "y": 0.20012338585974 }, { "x": 0.3, "y": 0.34997917151897 }, { "x": 0.35, "y": 0.5 }, { "x": 0.4, "y": 0.63074550502729 }, { "x": 0.45, "y": 0.73509172255075 }, { "x": 0.5, "y": 0.81371973474595 }, { "x": 0.55, "y": 0.87075405206433 }, { "x": 0.6, "y": 0.9110889654764 }, { "x": 0.65, "y": 0.9391404459077 }, { "x": 0.7, "y": 0.95844042912959 }, { "x": 0.75, "y": 0.97163271342827 }, { "x": 0.8, "y": 0.98061861624661 }, { "x": 0.85, "y": 0.98673137651501 }, { "x": 0.9, "y": 0.99089091881976 }, { "x": 0.95, "y": 0.99372556975585 }, { "x": 1, "y": 0.99566189003295 }, { "x": 1.05, "y": 0.99698853775706 }, { "x": 1.1, "y": 0.99790062617055 }, { "x": 1.15, "y": 0.99853008382372 }, { "x": 1.2, "y": 0.99896624459395 }, { "x": 1.25, "y": 0.99926973606159 }, { "x": 1.3, "y": 0.99948182117363 }, { "x": 1.35, "y": 0.99963067576654 }, { "x": 1.4, "y": 0.99973560879348 }, { "x": 1.45, "y": 0.99980990353141 }, { "x": 1.5, "y": 0.99986273454017 }, { "x": 1.55, "y": 0.99990046456095 }, { "x": 1.6, "y": 0.99992752467411 }, { "x": 1.65, "y": 0.99994701368695 }, { "x": 1.7, "y": 0.99996110781195 }, { "x": 1.75, "y": 0.99997134174908 }, { "x": 1.8, "y": 0.99997880229467 }, { "x": 1.85, "y": 0.99998426223108 }, { "x": 1.9, "y": 0.99998827329086 }, { "x": 1.95, "y": 0.99999123096561 }, { "x": 2, "y": 0.99999341986917 }, { "x": 2.05, "y": 0.99999504561707 }, { "x": 2.1, "y": 0.99999625731936 }, { "x": 2.15, "y": 0.9999971635132 }, { "x": 2.2, "y": 0.99999784349233 }, { "x": 2.25, "y": 0.99999835539441 }, { "x": 2.3, "y": 0.99999874199564 }, { "x": 2.35, "y": 0.99999903487821 }, { "x": 2.4, "y": 0.99999925743841 }, { "x": 2.45, "y": 0.99999942706565 }, { "x": 2.5, "y": 0.99999955672655 }, { "x": 2.55, "y": 0.99999965612048 }, { "x": 2.6, "y": 0.99999973252529994 }, { "x": 2.65, "y": 0.99999979141852 }, { "x": 2.7, "y": 0.99999983693491 }, { "x": 2.75, "y": 0.99999987220473 }, { "x": 2.8, "y": 0.99999989960453 }, { "x": 2.85, "y": 0.99999992094366 }, { "x": 2.9, "y": 0.99999993760339 }, { "x": 2.95, "y": 0.99999995064105 }, { "x": 3, "y": 0.99999996086807 }, { "x": 3.05, "y": 0.99999996890882 }, { "x": 3.1, "y": 0.9999999752449 }, { "x": 3.15, "y": 0.99999998024874 }, { "x": 3.2, "y": 0.99999998420899 }, { "x": 3.25, "y": 0.99999998734994 }, { "x": 3.3, "y": 0.99999998984628 }, { "x": 3.35, "y": 0.99999999183433 }, { "x": 3.4, "y": 0.99999999342075 }, { "x": 3.45, "y": 0.99999999468916 }, { "x": 3.5, "y": 0.99999999570526 }, { "x": 3.55, "y": 0.99999999652078 }, { "x": 3.6, "y": 0.99999999717651 }, { "x": 3.65, "y": 0.99999999770473 }, { "x": 3.7, "y": 0.99999999813098 }, { "x": 3.75, "y": 0.99999999847556 }, { "x": 3.8, "y": 0.9999999987546 }, { "x": 3.85, "y": 0.99999999898093 }, { "x": 3.9, "y": 0.99999999916483 }, { "x": 3.94999999999999, "y": 0.99999999931448 }, { "x": 3.99999999999999, "y": 0.99999999943647 } ] }, { "id": 787, "curve_id": "E15.1", "sector": "Water", "ci_type": "Water well", "ci_desc": "Wells", "ci_detail": "Anchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.02165124790726, "sigma": 0.65000000112619127, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.022, σ=0.650, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00119453810451 }, { "x": 0.1, "y": 0.02438096274265 }, { "x": 0.15, "y": 0.08901025035312 }, { "x": 0.2, "y": 0.18292157227776 }, { "x": 0.25, "y": 0.28740237978114 }, { "x": 0.3, "y": 0.38954899450312 }, { "x": 0.35, "y": 0.48271532832868 }, { "x": 0.4, "y": 0.56438373052599 }, { "x": 0.45, "y": 0.63431277133319 }, { "x": 0.5, "y": 0.6933578357149 }, { "x": 0.55, "y": 0.74280648348589 }, { "x": 0.6, "y": 0.78403273691606 }, { "x": 0.65, "y": 0.81833238035362 }, { "x": 0.7, "y": 0.8468556435668 }, { "x": 0.75, "y": 0.87058975122576 }, { "x": 0.8, "y": 0.89036534159313 }, { "x": 0.85, "y": 0.90687296572 }, { "x": 0.9, "y": 0.92068261539858 }, { "x": 0.95, "y": 0.93226287039085 }, { "x": 1, "y": 0.94199818272333 }, { "x": 1.05, "y": 0.95020380575349 }, { "x": 1.1, "y": 0.95713835995223 }, { "x": 1.15, "y": 0.96301424332802 }, { "x": 1.2, "y": 0.96800617170234 }, { "x": 1.25, "y": 0.97225814267059 }, { "x": 1.3, "y": 0.97588909437819 }, { "x": 1.35, "y": 0.97899749565102 }, { "x": 1.4, "y": 0.98166506728158 }, { "x": 1.45, "y": 0.98395979992041 }, { "x": 1.5, "y": 0.98593840386186 }, { "x": 1.55, "y": 0.98764830046456 }, { "x": 1.6, "y": 0.98912924377614 }, { "x": 1.65, "y": 0.99041464363297 }, { "x": 1.7, "y": 0.99153264749826 }, { "x": 1.75, "y": 0.9925070270255 }, { "x": 1.8, "y": 0.99335790628864 }, { "x": 1.85, "y": 0.99410236137912 }, { "x": 1.9, "y": 0.99475491527791 }, { "x": 1.95, "y": 0.99532794727846 }, { "x": 2, "y": 0.99583203252976 }, { "x": 2.05, "y": 0.99627622429909 }, { "x": 2.1, "y": 0.99666828917244 }, { "x": 2.15, "y": 0.99701490349689 }, { "x": 2.2, "y": 0.99732181782925 }, { "x": 2.25, "y": 0.99759399491298 }, { "x": 2.3, "y": 0.99783572570184 }, { "x": 2.35, "y": 0.99805072713597 }, { "x": 2.4, "y": 0.99824222471638 }, { "x": 2.45, "y": 0.99841302238731 }, { "x": 2.5, "y": 0.99856556179854 }, { "x": 2.55, "y": 0.99870197266251 }, { "x": 2.6, "y": 0.99882411562831 }, { "x": 2.65, "y": 0.99893361885481 }, { "x": 2.7, "y": 0.99903190926737 }, { "x": 2.75, "y": 0.99912023932016 }, { "x": 2.8, "y": 0.99919970995139 }, { "x": 2.85, "y": 0.99927129030768 }, { "x": 2.9, "y": 0.99933583472144 }, { "x": 2.95, "y": 0.99939409734832 }, { "x": 3, "y": 0.99944674480795 }, { "x": 3.05, "y": 0.99949436711803 }, { "x": 3.1, "y": 0.99953748716684 }, { "x": 3.15, "y": 0.99957656893233 }, { "x": 3.2, "y": 0.9996120246243 }, { "x": 3.25, "y": 0.9996442208999 }, { "x": 3.3, "y": 0.99967348428054 }, { "x": 3.35, "y": 0.99970010587934 }, { "x": 3.4, "y": 0.99972434553278 }, { "x": 3.45, "y": 0.99974643541625 }, { "x": 3.5, "y": 0.99976658321244 }, { "x": 3.55, "y": 0.99978497489123 }, { "x": 3.6, "y": 0.99980177715195 }, { "x": 3.65, "y": 0.99981713957165 }, { "x": 3.7, "y": 0.99983119649708 }, { "x": 3.75, "y": 0.99984406871294 }, { "x": 3.8, "y": 0.99985586491455 }, { "x": 3.85, "y": 0.99986668300942 }, { "x": 3.9, "y": 0.99987661126887 }, { "x": 3.94999999999999, "y": 0.99988572934809 }, { "x": 3.99999999999999, "y": 0.99989410919062 } ] }, { "id": 788, "curve_id": "E17.1", "sector": "Water", "ci_type": "Others", "ci_desc": "Small pumping plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.02165124790726, "sigma": 0.65000000112619127, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.022, σ=0.650, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00119453810451 }, { "x": 0.1, "y": 0.02438096274265 }, { "x": 0.15, "y": 0.08901025035312 }, { "x": 0.2, "y": 0.18292157227776 }, { "x": 0.25, "y": 0.28740237978114 }, { "x": 0.3, "y": 0.38954899450312 }, { "x": 0.35, "y": 0.48271532832868 }, { "x": 0.4, "y": 0.56438373052599 }, { "x": 0.45, "y": 0.63431277133319 }, { "x": 0.5, "y": 0.6933578357149 }, { "x": 0.55, "y": 0.74280648348589 }, { "x": 0.6, "y": 0.78403273691606 }, { "x": 0.65, "y": 0.81833238035362 }, { "x": 0.7, "y": 0.8468556435668 }, { "x": 0.75, "y": 0.87058975122576 }, { "x": 0.8, "y": 0.89036534159313 }, { "x": 0.85, "y": 0.90687296572 }, { "x": 0.9, "y": 0.92068261539858 }, { "x": 0.95, "y": 0.93226287039085 }, { "x": 1, "y": 0.94199818272333 }, { "x": 1.05, "y": 0.95020380575349 }, { "x": 1.1, "y": 0.95713835995223 }, { "x": 1.15, "y": 0.96301424332802 }, { "x": 1.2, "y": 0.96800617170234 }, { "x": 1.25, "y": 0.97225814267059 }, { "x": 1.3, "y": 0.97588909437819 }, { "x": 1.35, "y": 0.97899749565102 }, { "x": 1.4, "y": 0.98166506728158 }, { "x": 1.45, "y": 0.98395979992041 }, { "x": 1.5, "y": 0.98593840386186 }, { "x": 1.55, "y": 0.98764830046456 }, { "x": 1.6, "y": 0.98912924377614 }, { "x": 1.65, "y": 0.99041464363297 }, { "x": 1.7, "y": 0.99153264749826 }, { "x": 1.75, "y": 0.9925070270255 }, { "x": 1.8, "y": 0.99335790628864 }, { "x": 1.85, "y": 0.99410236137912 }, { "x": 1.9, "y": 0.99475491527791 }, { "x": 1.95, "y": 0.99532794727846 }, { "x": 2, "y": 0.99583203252976 }, { "x": 2.05, "y": 0.99627622429909 }, { "x": 2.1, "y": 0.99666828917244 }, { "x": 2.15, "y": 0.99701490349689 }, { "x": 2.2, "y": 0.99732181782925 }, { "x": 2.25, "y": 0.99759399491298 }, { "x": 2.3, "y": 0.99783572570184 }, { "x": 2.35, "y": 0.99805072713597 }, { "x": 2.4, "y": 0.99824222471638 }, { "x": 2.45, "y": 0.99841302238731 }, { "x": 2.5, "y": 0.99856556179854 }, { "x": 2.55, "y": 0.99870197266251 }, { "x": 2.6, "y": 0.99882411562831 }, { "x": 2.65, "y": 0.99893361885481 }, { "x": 2.7, "y": 0.99903190926737 }, { "x": 2.75, "y": 0.99912023932016 }, { "x": 2.8, "y": 0.99919970995139 }, { "x": 2.85, "y": 0.99927129030768 }, { "x": 2.9, "y": 0.99933583472144 }, { "x": 2.95, "y": 0.99939409734832 }, { "x": 3, "y": 0.99944674480795 }, { "x": 3.05, "y": 0.99949436711803 }, { "x": 3.1, "y": 0.99953748716684 }, { "x": 3.15, "y": 0.99957656893233 }, { "x": 3.2, "y": 0.9996120246243 }, { "x": 3.25, "y": 0.9996442208999 }, { "x": 3.3, "y": 0.99967348428054 }, { "x": 3.35, "y": 0.99970010587934 }, { "x": 3.4, "y": 0.99972434553278 }, { "x": 3.45, "y": 0.99974643541625 }, { "x": 3.5, "y": 0.99976658321244 }, { "x": 3.55, "y": 0.99978497489123 }, { "x": 3.6, "y": 0.99980177715195 }, { "x": 3.65, "y": 0.99981713957165 }, { "x": 3.7, "y": 0.99983119649708 }, { "x": 3.75, "y": 0.99984406871294 }, { "x": 3.8, "y": 0.99985586491455 }, { "x": 3.85, "y": 0.99986668300942 }, { "x": 3.9, "y": 0.99987661126887 }, { "x": 3.94999999999999, "y": 0.99988572934809 }, { "x": 3.99999999999999, "y": 0.99989410919062 } ] }, { "id": 789, "curve_id": "E17.2", "sector": "Water", "ci_type": "Others", "ci_desc": "Small pumping plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.27296567588157, "sigma": 0.50000000049122839, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.273, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00028496698042 }, { "x": 0.1, "y": 0.01973568233927 }, { "x": 0.15, "y": 0.10595902967171 }, { "x": 0.2, "y": 0.25049130861319 }, { "x": 0.25, "y": 0.41034508885878 }, { "x": 0.3, "y": 0.55487415739176 }, { "x": 0.35, "y": 0.67230506428846 }, { "x": 0.4, "y": 0.76218536294539 }, { "x": 0.45, "y": 0.82866832149736 }, { "x": 0.5, "y": 0.87690168304245 }, { "x": 0.55, "y": 0.91153327606076 }, { "x": 0.6, "y": 0.93628062247503 }, { "x": 0.65, "y": 0.95394447488803 }, { "x": 0.7, "y": 0.96656758159108 }, { "x": 0.75, "y": 0.97561329965965 }, { "x": 0.8, "y": 0.98211992638285 }, { "x": 0.85, "y": 0.98682091195391 }, { "x": 0.9, "y": 0.99023378186527 }, { "x": 0.95, "y": 0.99272408574587 }, { "x": 1, "y": 0.99455066905164 }, { "x": 1.05, "y": 0.99589745326514 }, { "x": 1.1, "y": 0.99689565819783 }, { "x": 1.15, "y": 0.99763932577888 }, { "x": 1.2, "y": 0.99819617505887 }, { "x": 1.25, "y": 0.99861521000171 }, { "x": 1.3, "y": 0.99893206849677 }, { "x": 1.35, "y": 0.99917279755517 }, { "x": 1.4, "y": 0.99935652898709 }, { "x": 1.45, "y": 0.99949738429737 }, { "x": 1.5, "y": 0.99960583714092 }, { "x": 1.55, "y": 0.9996896924181 }, { "x": 1.6, "y": 0.99975479323269 }, { "x": 1.65, "y": 0.99980553378285 }, { "x": 1.7, "y": 0.99984523321664 }, { "x": 1.75, "y": 0.99987640941385 }, { "x": 1.8, "y": 0.99990098040316 }, { "x": 1.85, "y": 0.99992041321014 }, { "x": 1.9, "y": 0.99993583434253 }, { "x": 1.95, "y": 0.99994811215462 }, { "x": 2, "y": 0.99995791850757 }, { "x": 2.05, "y": 0.99996577512035 }, { "x": 2.1, "y": 0.99997208855263 }, { "x": 2.15, "y": 0.99997717671125 }, { "x": 2.2, "y": 0.99998128901103 }, { "x": 2.25, "y": 0.99998462176601 }, { "x": 2.3, "y": 0.99998732998234 }, { "x": 2.35, "y": 0.99998953642587 }, { "x": 2.4, "y": 0.99999133861839 }, { "x": 2.45, "y": 0.9999928142537 }, { "x": 2.5, "y": 0.99999402540421 }, { "x": 2.55, "y": 0.99999502179852 }, { "x": 2.6, "y": 0.99999584338304 }, { "x": 2.65, "y": 0.99999652233024 }, { "x": 2.7, "y": 0.99999708461754 }, { "x": 2.75, "y": 0.99999755127236 }, { "x": 2.8, "y": 0.9999979393566 }, { "x": 2.85, "y": 0.99999826274719 }, { "x": 2.9, "y": 0.99999853275668 }, { "x": 2.95, "y": 0.99999875862787 }, { "x": 3, "y": 0.99999894792909 }, { "x": 3.05, "y": 0.99999910687087 }, { "x": 3.1, "y": 0.99999924056019 }, { "x": 3.15, "y": 0.99999935320519 }, { "x": 3.2, "y": 0.9999994482803 }, { "x": 3.25, "y": 0.99999952865977 }, { "x": 3.3, "y": 0.99999959672592 }, { "x": 3.35, "y": 0.99999965445701 }, { "x": 3.4, "y": 0.99999970349876 }, { "x": 3.45, "y": 0.99999974522273 }, { "x": 3.5, "y": 0.99999978077401 }, { "x": 3.55, "y": 0.99999981111019 }, { "x": 3.6, "y": 0.99999983703349 }, { "x": 3.65, "y": 0.99999985921701 }, { "x": 3.7, "y": 0.99999987822645 }, { "x": 3.75, "y": 0.99999989453799 }, { "x": 3.8, "y": 0.9999999085531 }, { "x": 3.85, "y": 0.99999992061074 }, { "x": 3.9, "y": 0.99999993099754 }, { "x": 3.94999999999999, "y": 0.99999993995623 }, { "x": 3.99999999999999, "y": 0.99999994769266 } ] }, { "id": 790, "curve_id": "E17.3", "sector": "Water", "ci_type": "Others", "ci_desc": "Medium/large pumping plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.02165124790726, "sigma": 0.65000000112619127, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.022, σ=0.650, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00119453810451 }, { "x": 0.1, "y": 0.02438096274265 }, { "x": 0.15, "y": 0.08901025035312 }, { "x": 0.2, "y": 0.18292157227776 }, { "x": 0.25, "y": 0.28740237978114 }, { "x": 0.3, "y": 0.38954899450312 }, { "x": 0.35, "y": 0.48271532832868 }, { "x": 0.4, "y": 0.56438373052599 }, { "x": 0.45, "y": 0.63431277133319 }, { "x": 0.5, "y": 0.6933578357149 }, { "x": 0.55, "y": 0.74280648348589 }, { "x": 0.6, "y": 0.78403273691606 }, { "x": 0.65, "y": 0.81833238035362 }, { "x": 0.7, "y": 0.8468556435668 }, { "x": 0.75, "y": 0.87058975122576 }, { "x": 0.8, "y": 0.89036534159313 }, { "x": 0.85, "y": 0.90687296572 }, { "x": 0.9, "y": 0.92068261539858 }, { "x": 0.95, "y": 0.93226287039085 }, { "x": 1, "y": 0.94199818272333 }, { "x": 1.05, "y": 0.95020380575349 }, { "x": 1.1, "y": 0.95713835995223 }, { "x": 1.15, "y": 0.96301424332802 }, { "x": 1.2, "y": 0.96800617170234 }, { "x": 1.25, "y": 0.97225814267059 }, { "x": 1.3, "y": 0.97588909437819 }, { "x": 1.35, "y": 0.97899749565102 }, { "x": 1.4, "y": 0.98166506728158 }, { "x": 1.45, "y": 0.98395979992041 }, { "x": 1.5, "y": 0.98593840386186 }, { "x": 1.55, "y": 0.98764830046456 }, { "x": 1.6, "y": 0.98912924377614 }, { "x": 1.65, "y": 0.99041464363297 }, { "x": 1.7, "y": 0.99153264749826 }, { "x": 1.75, "y": 0.9925070270255 }, { "x": 1.8, "y": 0.99335790628864 }, { "x": 1.85, "y": 0.99410236137912 }, { "x": 1.9, "y": 0.99475491527791 }, { "x": 1.95, "y": 0.99532794727846 }, { "x": 2, "y": 0.99583203252976 }, { "x": 2.05, "y": 0.99627622429909 }, { "x": 2.1, "y": 0.99666828917244 }, { "x": 2.15, "y": 0.99701490349689 }, { "x": 2.2, "y": 0.99732181782925 }, { "x": 2.25, "y": 0.99759399491298 }, { "x": 2.3, "y": 0.99783572570184 }, { "x": 2.35, "y": 0.99805072713597 }, { "x": 2.4, "y": 0.99824222471638 }, { "x": 2.45, "y": 0.99841302238731 }, { "x": 2.5, "y": 0.99856556179854 }, { "x": 2.55, "y": 0.99870197266251 }, { "x": 2.6, "y": 0.99882411562831 }, { "x": 2.65, "y": 0.99893361885481 }, { "x": 2.7, "y": 0.99903190926737 }, { "x": 2.75, "y": 0.99912023932016 }, { "x": 2.8, "y": 0.99919970995139 }, { "x": 2.85, "y": 0.99927129030768 }, { "x": 2.9, "y": 0.99933583472144 }, { "x": 2.95, "y": 0.99939409734832 }, { "x": 3, "y": 0.99944674480795 }, { "x": 3.05, "y": 0.99949436711803 }, { "x": 3.1, "y": 0.99953748716684 }, { "x": 3.15, "y": 0.99957656893233 }, { "x": 3.2, "y": 0.9996120246243 }, { "x": 3.25, "y": 0.9996442208999 }, { "x": 3.3, "y": 0.99967348428054 }, { "x": 3.35, "y": 0.99970010587934 }, { "x": 3.4, "y": 0.99972434553278 }, { "x": 3.45, "y": 0.99974643541625 }, { "x": 3.5, "y": 0.99976658321244 }, { "x": 3.55, "y": 0.99978497489123 }, { "x": 3.6, "y": 0.99980177715195 }, { "x": 3.65, "y": 0.99981713957165 }, { "x": 3.7, "y": 0.99983119649708 }, { "x": 3.75, "y": 0.99984406871294 }, { "x": 3.8, "y": 0.99985586491455 }, { "x": 3.85, "y": 0.99986668300942 }, { "x": 3.9, "y": 0.99987661126887 }, { "x": 3.94999999999999, "y": 0.99988572934809 }, { "x": 3.99999999999999, "y": 0.99989410919062 } ] }, { "id": 791, "curve_id": "E17.4", "sector": "Water", "ci_type": "Others", "ci_desc": "Medium/large pumping plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.27296567588157, "sigma": 0.50000000049122839, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.273, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00028496698042 }, { "x": 0.1, "y": 0.01973568233927 }, { "x": 0.15, "y": 0.10595902967171 }, { "x": 0.2, "y": 0.25049130861319 }, { "x": 0.25, "y": 0.41034508885878 }, { "x": 0.3, "y": 0.55487415739176 }, { "x": 0.35, "y": 0.67230506428846 }, { "x": 0.4, "y": 0.76218536294539 }, { "x": 0.45, "y": 0.82866832149736 }, { "x": 0.5, "y": 0.87690168304245 }, { "x": 0.55, "y": 0.91153327606076 }, { "x": 0.6, "y": 0.93628062247503 }, { "x": 0.65, "y": 0.95394447488803 }, { "x": 0.7, "y": 0.96656758159108 }, { "x": 0.75, "y": 0.97561329965965 }, { "x": 0.8, "y": 0.98211992638285 }, { "x": 0.85, "y": 0.98682091195391 }, { "x": 0.9, "y": 0.99023378186527 }, { "x": 0.95, "y": 0.99272408574587 }, { "x": 1, "y": 0.99455066905164 }, { "x": 1.05, "y": 0.99589745326514 }, { "x": 1.1, "y": 0.99689565819783 }, { "x": 1.15, "y": 0.99763932577888 }, { "x": 1.2, "y": 0.99819617505887 }, { "x": 1.25, "y": 0.99861521000171 }, { "x": 1.3, "y": 0.99893206849677 }, { "x": 1.35, "y": 0.99917279755517 }, { "x": 1.4, "y": 0.99935652898709 }, { "x": 1.45, "y": 0.99949738429737 }, { "x": 1.5, "y": 0.99960583714092 }, { "x": 1.55, "y": 0.9996896924181 }, { "x": 1.6, "y": 0.99975479323269 }, { "x": 1.65, "y": 0.99980553378285 }, { "x": 1.7, "y": 0.99984523321664 }, { "x": 1.75, "y": 0.99987640941385 }, { "x": 1.8, "y": 0.99990098040316 }, { "x": 1.85, "y": 0.99992041321014 }, { "x": 1.9, "y": 0.99993583434253 }, { "x": 1.95, "y": 0.99994811215462 }, { "x": 2, "y": 0.99995791850757 }, { "x": 2.05, "y": 0.99996577512035 }, { "x": 2.1, "y": 0.99997208855263 }, { "x": 2.15, "y": 0.99997717671125 }, { "x": 2.2, "y": 0.99998128901103 }, { "x": 2.25, "y": 0.99998462176601 }, { "x": 2.3, "y": 0.99998732998234 }, { "x": 2.35, "y": 0.99998953642587 }, { "x": 2.4, "y": 0.99999133861839 }, { "x": 2.45, "y": 0.9999928142537 }, { "x": 2.5, "y": 0.99999402540421 }, { "x": 2.55, "y": 0.99999502179852 }, { "x": 2.6, "y": 0.99999584338304 }, { "x": 2.65, "y": 0.99999652233024 }, { "x": 2.7, "y": 0.99999708461754 }, { "x": 2.75, "y": 0.99999755127236 }, { "x": 2.8, "y": 0.9999979393566 }, { "x": 2.85, "y": 0.99999826274719 }, { "x": 2.9, "y": 0.99999853275668 }, { "x": 2.95, "y": 0.99999875862787 }, { "x": 3, "y": 0.99999894792909 }, { "x": 3.05, "y": 0.99999910687087 }, { "x": 3.1, "y": 0.99999924056019 }, { "x": 3.15, "y": 0.99999935320519 }, { "x": 3.2, "y": 0.9999994482803 }, { "x": 3.25, "y": 0.99999952865977 }, { "x": 3.3, "y": 0.99999959672592 }, { "x": 3.35, "y": 0.99999965445701 }, { "x": 3.4, "y": 0.99999970349876 }, { "x": 3.45, "y": 0.99999974522273 }, { "x": 3.5, "y": 0.99999978077401 }, { "x": 3.55, "y": 0.99999981111019 }, { "x": 3.6, "y": 0.99999983703349 }, { "x": 3.65, "y": 0.99999985921701 }, { "x": 3.7, "y": 0.99999987822645 }, { "x": 3.75, "y": 0.99999989453799 }, { "x": 3.8, "y": 0.9999999085531 }, { "x": 3.85, "y": 0.99999992061074 }, { "x": 3.9, "y": 0.99999993099754 }, { "x": 3.94999999999999, "y": 0.99999993995623 }, { "x": 3.99999999999999, "y": 0.99999994769266 } ] }, { "id": 792, "curve_id": "E18.1", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Small wastewater treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.04982212461886, "sigma": 0.40000000116520923, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.050, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 5.7293435E-07 }, { "x": 0.1, "y": 0.0008683731522 }, { "x": 0.15, "y": 0.01707717673533 }, { "x": 0.2, "y": 0.08090057370063 }, { "x": 0.25, "y": 0.20012338585974 }, { "x": 0.3, "y": 0.34997917151897 }, { "x": 0.35, "y": 0.5 }, { "x": 0.4, "y": 0.63074550502729 }, { "x": 0.45, "y": 0.73509172255075 }, { "x": 0.5, "y": 0.81371973474595 }, { "x": 0.55, "y": 0.87075405206433 }, { "x": 0.6, "y": 0.9110889654764 }, { "x": 0.65, "y": 0.9391404459077 }, { "x": 0.7, "y": 0.95844042912959 }, { "x": 0.75, "y": 0.97163271342827 }, { "x": 0.8, "y": 0.98061861624661 }, { "x": 0.85, "y": 0.98673137651501 }, { "x": 0.9, "y": 0.99089091881976 }, { "x": 0.95, "y": 0.99372556975585 }, { "x": 1, "y": 0.99566189003295 }, { "x": 1.05, "y": 0.99698853775706 }, { "x": 1.1, "y": 0.99790062617055 }, { "x": 1.15, "y": 0.99853008382372 }, { "x": 1.2, "y": 0.99896624459395 }, { "x": 1.25, "y": 0.99926973606159 }, { "x": 1.3, "y": 0.99948182117363 }, { "x": 1.35, "y": 0.99963067576654 }, { "x": 1.4, "y": 0.99973560879348 }, { "x": 1.45, "y": 0.99980990353141 }, { "x": 1.5, "y": 0.99986273454017 }, { "x": 1.55, "y": 0.99990046456095 }, { "x": 1.6, "y": 0.99992752467411 }, { "x": 1.65, "y": 0.99994701368695 }, { "x": 1.7, "y": 0.99996110781195 }, { "x": 1.75, "y": 0.99997134174908 }, { "x": 1.8, "y": 0.99997880229467 }, { "x": 1.85, "y": 0.99998426223108 }, { "x": 1.9, "y": 0.99998827329086 }, { "x": 1.95, "y": 0.99999123096561 }, { "x": 2, "y": 0.99999341986917 }, { "x": 2.05, "y": 0.99999504561707 }, { "x": 2.1, "y": 0.99999625731936 }, { "x": 2.15, "y": 0.9999971635132 }, { "x": 2.2, "y": 0.99999784349233 }, { "x": 2.25, "y": 0.99999835539441 }, { "x": 2.3, "y": 0.99999874199564 }, { "x": 2.35, "y": 0.99999903487821 }, { "x": 2.4, "y": 0.99999925743841 }, { "x": 2.45, "y": 0.99999942706565 }, { "x": 2.5, "y": 0.99999955672655 }, { "x": 2.55, "y": 0.99999965612048 }, { "x": 2.6, "y": 0.99999973252529994 }, { "x": 2.65, "y": 0.99999979141852 }, { "x": 2.7, "y": 0.99999983693491 }, { "x": 2.75, "y": 0.99999987220473 }, { "x": 2.8, "y": 0.99999989960453 }, { "x": 2.85, "y": 0.99999992094366 }, { "x": 2.9, "y": 0.99999993760339 }, { "x": 2.95, "y": 0.99999995064105 }, { "x": 3, "y": 0.99999996086807 }, { "x": 3.05, "y": 0.99999996890882 }, { "x": 3.1, "y": 0.9999999752449 }, { "x": 3.15, "y": 0.99999998024874 }, { "x": 3.2, "y": 0.99999998420899 }, { "x": 3.25, "y": 0.99999998734994 }, { "x": 3.3, "y": 0.99999998984628 }, { "x": 3.35, "y": 0.99999999183433 }, { "x": 3.4, "y": 0.99999999342075 }, { "x": 3.45, "y": 0.99999999468916 }, { "x": 3.5, "y": 0.99999999570526 }, { "x": 3.55, "y": 0.99999999652078 }, { "x": 3.6, "y": 0.99999999717651 }, { "x": 3.65, "y": 0.99999999770473 }, { "x": 3.7, "y": 0.99999999813098 }, { "x": 3.75, "y": 0.99999999847556 }, { "x": 3.8, "y": 0.9999999987546 }, { "x": 3.85, "y": 0.99999999898093 }, { "x": 3.9, "y": 0.99999999916483 }, { "x": 3.94999999999999, "y": 0.99999999931448 }, { "x": 3.99999999999999, "y": 0.99999999943647 } ] }, { "id": 793, "curve_id": "E18.2", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Small wastewater treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.34707364796664, "sigma": 0.40000000000016522, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.347, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.880870127E-05 }, { "x": 0.1, "y": 0.00845224271774 }, { "x": 0.15, "y": 0.08454776680435 }, { "x": 0.2, "y": 0.25594080409647 }, { "x": 0.25, "y": 0.46094558731879 }, { "x": 0.3, "y": 0.63973558350035 }, { "x": 0.35, "y": 0.77129815025354 }, { "x": 0.4, "y": 0.8592503266371 }, { "x": 0.45, "y": 0.91487716915376 }, { "x": 0.5, "y": 0.94895620485424 }, { "x": 0.55, "y": 0.96947213268842 }, { "x": 0.6, "y": 0.98171893198491 }, { "x": 0.65, "y": 0.98901039106291 }, { "x": 0.7, "y": 0.99335676080464 }, { "x": 0.75, "y": 0.99595725564577 }, { "x": 0.8, "y": 0.99752157964169 }, { "x": 0.85, "y": 0.9984687147275 }, { "x": 0.9, "y": 0.99904629550807 }, { "x": 0.95, "y": 0.99940119954658 }, { "x": 1, "y": 0.99962098803901 }, { "x": 1.05, "y": 0.99975818185357 }, { "x": 1.1, "y": 0.99984449922023 }, { "x": 1.15, "y": 0.99989923425841 }, { "x": 1.2, "y": 0.99993421150404 }, { "x": 1.25, "y": 0.99995673284501 }, { "x": 1.3, "y": 0.99997134174908 }, { "x": 1.35, "y": 0.99998088675512 }, { "x": 1.4, "y": 0.99998716715017 }, { "x": 1.45, "y": 0.99999132783939 }, { "x": 1.5, "y": 0.99999410260432 }, { "x": 1.55, "y": 0.99999596505758 }, { "x": 1.6, "y": 0.99999722299717 }, { "x": 1.65, "y": 0.99999807780425 }, { "x": 1.7, "y": 0.99999866209792 }, { "x": 1.75, "y": 0.99999906377043 }, { "x": 1.8, "y": 0.99999934143244 }, { "x": 1.85, "y": 0.99999953440355 }, { "x": 1.9, "y": 0.99999966921608 }, { "x": 1.95, "y": 0.99999976387542 }, { "x": 2, "y": 0.99999983066791 }, { "x": 2.05, "y": 0.99999987802234 }, { "x": 2.1, "y": 0.99999991175132 }, { "x": 2.15, "y": 0.99999993588358 }, { "x": 2.2, "y": 0.99999995322521 }, { "x": 2.25, "y": 0.99999996574007 }, { "x": 2.3, "y": 0.99999997480899 }, { "x": 2.35, "y": 0.99999998140726 }, { "x": 2.4, "y": 0.99999998622676 }, { "x": 2.45, "y": 0.99999998976043 }, { "x": 2.5, "y": 0.99999999236095 }, { "x": 2.55, "y": 0.99999999428166 }, { "x": 2.6, "y": 0.99999999570526 }, { "x": 2.65, "y": 0.99999999676404 }, { "x": 2.7, "y": 0.99999999755413 }, { "x": 2.75, "y": 0.99999999814563 }, { "x": 2.8, "y": 0.99999999858987 }, { "x": 2.85, "y": 0.99999999892456 }, { "x": 2.9, "y": 0.99999999917746 }, { "x": 2.95, "y": 0.99999999936914 }, { "x": 3, "y": 0.99999999951483 }, { "x": 3.05, "y": 0.99999999962588 }, { "x": 3.1, "y": 0.99999999971077 }, { "x": 3.15, "y": 0.99999999977582 }, { "x": 3.2, "y": 0.99999999982581 }, { "x": 3.25, "y": 0.99999999986433 }, { "x": 3.3, "y": 0.99999999989407 }, { "x": 3.35, "y": 0.9999999999171 }, { "x": 3.4, "y": 0.99999999993498 }, { "x": 3.45, "y": 0.99999999994889 }, { "x": 3.5, "y": 0.99999999995973 }, { "x": 3.55, "y": 0.99999999996821 }, { "x": 3.6, "y": 0.99999999997485 }, { "x": 3.65, "y": 0.99999999998006 }, { "x": 3.7, "y": 0.99999999998416 }, { "x": 3.75, "y": 0.99999999998739 }, { "x": 3.8, "y": 0.99999999998994 }, { "x": 3.85, "y": 0.99999999999196 }, { "x": 3.9, "y": 0.99999999999357 }, { "x": 3.94999999999999, "y": 0.99999999999484 }, { "x": 3.99999999999999, "y": 0.99999999999585 } ] }, { "id": 794, "curve_id": "E18.3", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Medium waste water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.713349887877467, "sigma": 0.40000000000001967, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.713, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 5.7846E-09 }, { "x": 0.1, "y": 3.547340955E-05 }, { "x": 0.15, "y": 0.00154106736022 }, { "x": 0.2, "y": 0.01253831994507 }, { "x": 0.25, "y": 0.04624941181189 }, { "x": 0.3, "y": 0.1099945148967 }, { "x": 0.35, "y": 0.20012338585974 }, { "x": 0.4, "y": 0.30595389074215 }, { "x": 0.45, "y": 0.41570461807527 }, { "x": 0.5, "y": 0.52014072201412 }, { "x": 0.55, "y": 0.61362597961707 }, { "x": 0.6, "y": 0.69368070971858 }, { "x": 0.65, "y": 0.76003570750514 }, { "x": 0.7, "y": 0.81371973474595 }, { "x": 0.75, "y": 0.85637404816335 }, { "x": 0.8, "y": 0.88980953743307 }, { "x": 0.85, "y": 0.91575583979274 }, { "x": 0.9, "y": 0.93574117327325 }, { "x": 0.95, "y": 0.95105209913249 }, { "x": 1, "y": 0.96273733719099 }, { "x": 1.05, "y": 0.97163271342827 }, { "x": 1.1, "y": 0.97839374738922 }, { "x": 1.15, "y": 0.98352859375787 }, { "x": 1.2, "y": 0.98742785154061 }, { "x": 1.25, "y": 0.99038993140063 }, { "x": 1.3, "y": 0.9926418293413 }, { "x": 1.35, "y": 0.99435570694728 }, { "x": 1.4, "y": 0.99566189003295 }, { "x": 1.45, "y": 0.99665893031886 }, { "x": 1.5, "y": 0.99742132257229 }, { "x": 1.55, "y": 0.99800538452439 }, { "x": 1.6, "y": 0.99845371589907 }, { "x": 1.65, "y": 0.99879856886876 }, { "x": 1.7, "y": 0.99906439018395 }, { "x": 1.75, "y": 0.99926973606159 }, { "x": 1.8, "y": 0.99942871371237 }, { "x": 1.85, "y": 0.99955206644701 }, { "x": 1.9, "y": 0.9996479907876 }, { "x": 1.95, "y": 0.99972275221465 }, { "x": 2, "y": 0.99978114963829 }, { "x": 2.05, "y": 0.99982686619097 }, { "x": 2.1, "y": 0.99986273454017 }, { "x": 2.15, "y": 0.99989093786572 }, { "x": 2.2, "y": 0.99991316235951 }, { "x": 2.25, "y": 0.99993071314786 }, { "x": 2.3, "y": 0.9999446025739 }, { "x": 2.35, "y": 0.99995561755967 }, { "x": 2.4, "y": 0.99996437110674 }, { "x": 2.45, "y": 0.99997134174908 }, { "x": 2.5, "y": 0.99997690383798 }, { "x": 2.55, "y": 0.99998135083692 }, { "x": 2.6, "y": 0.99998491327666 }, { "x": 2.65, "y": 0.99998777262304 }, { "x": 2.7, "y": 0.99999007200995 }, { "x": 2.75, "y": 0.99999192456321 }, { "x": 2.8, "y": 0.99999341986917 }, { "x": 2.85, "y": 0.99999462901194 }, { "x": 2.9, "y": 0.99999560850372 }, { "x": 2.95, "y": 0.99999640335773 }, { "x": 3, "y": 0.99999704949545 }, { "x": 3.05, "y": 0.99999757563623 }, { "x": 3.1, "y": 0.99999800478323 }, { "x": 3.15, "y": 0.99999835539441 }, { "x": 3.2, "y": 0.99999864230694 }, { "x": 3.25, "y": 0.99999887746833 }, { "x": 3.3, "y": 0.99999907051582 }, { "x": 3.35, "y": 0.99999922923632 }, { "x": 3.4, "y": 0.99999935993219 }, { "x": 3.45, "y": 0.99999946771269 }, { "x": 3.5, "y": 0.99999955672655 }, { "x": 3.55, "y": 0.99999963034798 }, { "x": 3.6, "y": 0.99999969132552 }, { "x": 3.65, "y": 0.99999974190157 }, { "x": 3.7, "y": 0.9999997839084 }, { "x": 3.75, "y": 0.99999981884539 }, { "x": 3.8, "y": 0.99999984794133 }, { "x": 3.85, "y": 0.99999987220473 }, { "x": 3.9, "y": 0.99999989246452 }, { "x": 3.94999999999999, "y": 0.99999990940295 }, { "x": 3.99999999999999, "y": 0.99999992358236 } ] }, { "id": 795, "curve_id": "E18.4", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Medium waste water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.10866262497499, "sigma": 0.40000000453809603, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.109, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.19278102E-06 }, { "x": 0.1, "y": 0.00141879033675 }, { "x": 0.15, "y": 0.02435373782791 }, { "x": 0.2, "y": 0.10529618831983 }, { "x": 0.25, "y": 0.24381622662636 }, { "x": 0.3, "y": 0.40583373074915 }, { "x": 0.35, "y": 0.55847394839492 }, { "x": 0.4, "y": 0.68471677952292 }, { "x": 0.45, "y": 0.7809445874784 }, { "x": 0.5, "y": 0.85054847011087 }, { "x": 0.55, "y": 0.89921018387898 }, { "x": 0.6, "y": 0.93248958789442 }, { "x": 0.65, "y": 0.95493375798415 }, { "x": 0.7, "y": 0.9699438622555 }, { "x": 0.75, "y": 0.97993709223051 }, { "x": 0.8, "y": 0.98657865022917 }, { "x": 0.85, "y": 0.99099370539006 }, { "x": 0.9, "y": 0.99393355098484 }, { "x": 0.95, "y": 0.99589638240752 }, { "x": 1, "y": 0.99721140774722 }, { "x": 1.05, "y": 0.99809592889066 }, { "x": 1.1, "y": 0.99869346912345 }, { "x": 1.15, "y": 0.99909899776307 }, { "x": 1.2, "y": 0.99937552848133 }, { "x": 1.25, "y": 0.99956501379656 }, { "x": 1.3, "y": 0.99969549224997 }, { "x": 1.35, "y": 0.99978578171241 }, { "x": 1.4, "y": 0.99984856753776 }, { "x": 1.45, "y": 0.99989244020844 }, { "x": 1.5, "y": 0.99992324433626 }, { "x": 1.55, "y": 0.99994497511356 }, { "x": 1.6, "y": 0.99996037644729 }, { "x": 1.65, "y": 0.99997134174908 }, { "x": 1.7, "y": 0.99997918367262 }, { "x": 1.75, "y": 0.99998481646497 }, { "x": 1.8, "y": 0.99998887980065 }, { "x": 1.85, "y": 0.99999182325922 }, { "x": 1.9, "y": 0.99999396421619 }, { "x": 1.95, "y": 0.99999552769347 }, { "x": 2, "y": 0.99999667391403 }, { "x": 2.05, "y": 0.99999751743873 }, { "x": 2.1, "y": 0.99999814051497 }, { "x": 2.15, "y": 0.99999860242777 }, { "x": 2.2, "y": 0.99999894607808 }, { "x": 2.25, "y": 0.99999920262978 }, { "x": 2.3, "y": 0.99999939480569 }, { "x": 2.35, "y": 0.99999953923465 }, { "x": 2.4, "y": 0.99999964812948 }, { "x": 2.45, "y": 0.99999973049119 }, { "x": 2.5, "y": 0.99999979297634 }, { "x": 2.55, "y": 0.99999984052419 }, { "x": 2.6, "y": 0.99999987681177 }, { "x": 2.65, "y": 0.99999990458516 }, { "x": 2.7, "y": 0.99999992590165 }, { "x": 2.75, "y": 0.99999994230724 }, { "x": 2.8, "y": 0.99999995496713 }, { "x": 2.85, "y": 0.99999996476215 }, { "x": 2.9, "y": 0.99999997236004 }, { "x": 2.95, "y": 0.99999997826843 }, { "x": 3, "y": 0.99999998287428 }, { "x": 3.05, "y": 0.99999998647339 }, { "x": 3.1, "y": 0.99999998929241 }, { "x": 3.15, "y": 0.99999999150552 }, { "x": 3.2, "y": 0.99999999324687 }, { "x": 3.25, "y": 0.99999999462006 }, { "x": 3.3, "y": 0.99999999570526 }, { "x": 3.35, "y": 0.9999999965647 }, { "x": 3.4, "y": 0.99999999724676 }, { "x": 3.45, "y": 0.99999999778915 }, { "x": 3.5, "y": 0.99999999822134 }, { "x": 3.55, "y": 0.99999999856639 }, { "x": 3.6, "y": 0.99999999884241 }, { "x": 3.65, "y": 0.99999999906361 }, { "x": 3.7, "y": 0.99999999924122 }, { "x": 3.75, "y": 0.99999999938409 }, { "x": 3.8, "y": 0.99999999949921 }, { "x": 3.85, "y": 0.99999999959214 }, { "x": 3.9, "y": 0.99999999966729 }, { "x": 3.94999999999999, "y": 0.99999999972815 }, { "x": 3.99999999999999, "y": 0.99999999977754 } ] }, { "id": 796, "curve_id": "E18.5", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Large wastewater treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.579818495990585, "sigma": 0.40000000469307756, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.580, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 7.716E-10 }, { "x": 0.1, "y": 8.27730348E-06 }, { "x": 0.15, "y": 0.00049517530006 }, { "x": 0.2, "y": 0.00502580847263 }, { "x": 0.25, "y": 0.02189007337966 }, { "x": 0.3, "y": 0.05933437245221 }, { "x": 0.35, "y": 0.11999554294667 }, { "x": 0.4, "y": 0.20012338585974 }, { "x": 0.45, "y": 0.29228452433196 }, { "x": 0.5, "y": 0.3884651170598 }, { "x": 0.55, "y": 0.48203521660628 }, { "x": 0.6, "y": 0.56847076464148 }, { "x": 0.65, "y": 0.64527280010444 }, { "x": 0.7, "y": 0.71152962321323 }, { "x": 0.75, "y": 0.76740913109068 }, { "x": 0.8, "y": 0.81371973474595 }, { "x": 0.85, "y": 0.85158348782143 }, { "x": 0.9, "y": 0.8822174689103 }, { "x": 0.95, "y": 0.90680148980544 }, { "x": 1, "y": 0.92640745129989 }, { "x": 1.05, "y": 0.94196923504026 }, { "x": 1.1, "y": 0.95427726844958 }, { "x": 1.15, "y": 0.96398679138873 }, { "x": 1.2, "y": 0.97163271342827 }, { "x": 1.25, "y": 0.97764672775761 }, { "x": 1.3, "y": 0.9823742223293 }, { "x": 1.35, "y": 0.98608972996259 }, { "x": 1.4, "y": 0.98901039106291 }, { "x": 1.45, "y": 0.9913073236537 }, { "x": 1.5, "y": 0.9931150190332 }, { "x": 1.55, "y": 0.99453898473751 }, { "x": 1.6, "y": 0.99566189003295 }, { "x": 1.65, "y": 0.99654846467079 }, { "x": 1.7, "y": 0.99724937847642 }, { "x": 1.75, "y": 0.99780429883328 }, { "x": 1.8, "y": 0.99824429154016 }, { "x": 1.85, "y": 0.99859370107887 }, { "x": 1.9, "y": 0.99887162043276 }, { "x": 1.95, "y": 0.99909303863575 }, { "x": 2, "y": 0.99926973606159 }, { "x": 2.05, "y": 0.99941098268925 }, { "x": 2.1, "y": 0.99952408271969 }, { "x": 2.15, "y": 0.99961479948601 }, { "x": 2.2, "y": 0.99968768714914 }, { "x": 2.25, "y": 0.99974634981952 }, { "x": 2.3, "y": 0.99979364416564 }, { "x": 2.35, "y": 0.99983183799854 }, { "x": 2.4, "y": 0.99986273454017 }, { "x": 2.45, "y": 0.99988776992155 }, { "x": 2.5, "y": 0.99990808977818 }, { "x": 2.55, "y": 0.99992460950672 }, { "x": 2.6, "y": 0.99993806173575 }, { "x": 2.65, "y": 0.99994903377863 }, { "x": 2.7, "y": 0.99995799722674 }, { "x": 2.75, "y": 0.99996533136822 }, { "x": 2.8, "y": 0.99997134174908 }, { "x": 2.85, "y": 0.99997627490727 }, { "x": 2.9, "y": 0.99998033008697 }, { "x": 2.95, "y": 0.99998366856688 }, { "x": 3, "y": 0.99998642110004 }, { "x": 3.05, "y": 0.99998869385693 }, { "x": 3.1, "y": 0.99999057318035 }, { "x": 3.15, "y": 0.99999212939575 }, { "x": 3.2, "y": 0.99999341986917 }, { "x": 3.25, "y": 0.99999449146543 }, { "x": 3.3, "y": 0.99999538252705 }, { "x": 3.35, "y": 0.99999612446986 }, { "x": 3.4, "y": 0.99999674307151 }, { "x": 3.45, "y": 0.99999725951354 }, { "x": 3.5, "y": 0.99999769122533 }, { "x": 3.55, "y": 0.99999805256879 }, { "x": 3.6, "y": 0.99999835539441 }, { "x": 3.65, "y": 0.99999860949372 }, { "x": 3.7, "y": 0.99999882296783 }, { "x": 3.75, "y": 0.99999900252814 }, { "x": 3.8, "y": 0.99999915374199 }, { "x": 3.85, "y": 0.9999992812336 }, { "x": 3.9, "y": 0.99999938884873 }, { "x": 3.94999999999999, "y": 0.99999947978975 }, { "x": 3.99999999999999, "y": 0.99999955672655 } ] }, { "id": 797, "curve_id": "E18.6", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Large wastewater treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.04982212461886, "sigma": 0.40000000116520923, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.050, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 5.7293435E-07 }, { "x": 0.1, "y": 0.0008683731522 }, { "x": 0.15, "y": 0.01707717673533 }, { "x": 0.2, "y": 0.08090057370063 }, { "x": 0.25, "y": 0.20012338585974 }, { "x": 0.3, "y": 0.34997917151897 }, { "x": 0.35, "y": 0.5 }, { "x": 0.4, "y": 0.63074550502729 }, { "x": 0.45, "y": 0.73509172255075 }, { "x": 0.5, "y": 0.81371973474595 }, { "x": 0.55, "y": 0.87075405206433 }, { "x": 0.6, "y": 0.9110889654764 }, { "x": 0.65, "y": 0.9391404459077 }, { "x": 0.7, "y": 0.95844042912959 }, { "x": 0.75, "y": 0.97163271342827 }, { "x": 0.8, "y": 0.98061861624661 }, { "x": 0.85, "y": 0.98673137651501 }, { "x": 0.9, "y": 0.99089091881976 }, { "x": 0.95, "y": 0.99372556975585 }, { "x": 1, "y": 0.99566189003295 }, { "x": 1.05, "y": 0.99698853775706 }, { "x": 1.1, "y": 0.99790062617055 }, { "x": 1.15, "y": 0.99853008382372 }, { "x": 1.2, "y": 0.99896624459395 }, { "x": 1.25, "y": 0.99926973606159 }, { "x": 1.3, "y": 0.99948182117363 }, { "x": 1.35, "y": 0.99963067576654 }, { "x": 1.4, "y": 0.99973560879348 }, { "x": 1.45, "y": 0.99980990353141 }, { "x": 1.5, "y": 0.99986273454017 }, { "x": 1.55, "y": 0.99990046456095 }, { "x": 1.6, "y": 0.99992752467411 }, { "x": 1.65, "y": 0.99994701368695 }, { "x": 1.7, "y": 0.99996110781195 }, { "x": 1.75, "y": 0.99997134174908 }, { "x": 1.8, "y": 0.99997880229467 }, { "x": 1.85, "y": 0.99998426223108 }, { "x": 1.9, "y": 0.99998827329086 }, { "x": 1.95, "y": 0.99999123096561 }, { "x": 2, "y": 0.99999341986917 }, { "x": 2.05, "y": 0.99999504561707 }, { "x": 2.1, "y": 0.99999625731936 }, { "x": 2.15, "y": 0.9999971635132 }, { "x": 2.2, "y": 0.99999784349233 }, { "x": 2.25, "y": 0.99999835539441 }, { "x": 2.3, "y": 0.99999874199564 }, { "x": 2.35, "y": 0.99999903487821 }, { "x": 2.4, "y": 0.99999925743841 }, { "x": 2.45, "y": 0.99999942706565 }, { "x": 2.5, "y": 0.99999955672655 }, { "x": 2.55, "y": 0.99999965612048 }, { "x": 2.6, "y": 0.99999973252529994 }, { "x": 2.65, "y": 0.99999979141852 }, { "x": 2.7, "y": 0.99999983693491 }, { "x": 2.75, "y": 0.99999987220473 }, { "x": 2.8, "y": 0.99999989960453 }, { "x": 2.85, "y": 0.99999992094366 }, { "x": 2.9, "y": 0.99999993760339 }, { "x": 2.95, "y": 0.99999995064105 }, { "x": 3, "y": 0.99999996086807 }, { "x": 3.05, "y": 0.99999996890882 }, { "x": 3.1, "y": 0.9999999752449 }, { "x": 3.15, "y": 0.99999998024874 }, { "x": 3.2, "y": 0.99999998420899 }, { "x": 3.25, "y": 0.99999998734994 }, { "x": 3.3, "y": 0.99999998984628 }, { "x": 3.35, "y": 0.99999999183433 }, { "x": 3.4, "y": 0.99999999342075 }, { "x": 3.45, "y": 0.99999999468916 }, { "x": 3.5, "y": 0.99999999570526 }, { "x": 3.55, "y": 0.99999999652078 }, { "x": 3.6, "y": 0.99999999717651 }, { "x": 3.65, "y": 0.99999999770473 }, { "x": 3.7, "y": 0.99999999813098 }, { "x": 3.75, "y": 0.99999999847556 }, { "x": 3.8, "y": 0.9999999987546 }, { "x": 3.85, "y": 0.99999999898093 }, { "x": 3.9, "y": 0.99999999916483 }, { "x": 3.94999999999999, "y": 0.99999999931448 }, { "x": 3.99999999999999, "y": 0.99999999943647 } ] }, { "id": 798, "curve_id": "E2.1", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Small substation, low voltage: 34.5-150 kV", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.23787435600336, "sigma": 0.55000000001068627, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.238, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00069648131405 }, { "x": 0.1, "y": 0.02644379075928 }, { "x": 0.15, "y": 0.11533623190129 }, { "x": 0.2, "y": 0.24965681443368 }, { "x": 0.25, "y": 0.39363607525321 }, { "x": 0.3, "y": 0.5245749143773 }, { "x": 0.35, "y": 0.63379187274603 }, { "x": 0.4, "y": 0.72062443178789 }, { "x": 0.45, "y": 0.7878108599514 }, { "x": 0.5, "y": 0.83901386437004 }, { "x": 0.55, "y": 0.87772806328988 }, { "x": 0.6, "y": 0.90690040375405 }, { "x": 0.65, "y": 0.92887166161453 }, { "x": 0.7, "y": 0.94544217711963 }, { "x": 0.75, "y": 0.957972021976 }, { "x": 0.8, "y": 0.96747869216628 }, { "x": 0.85, "y": 0.9747197751517 }, { "x": 0.9, "y": 0.98025843978731 }, { "x": 0.95, "y": 0.98451352722104 }, { "x": 1, "y": 0.98779711431687 }, { "x": 1.05, "y": 0.99034237164797 }, { "x": 1.1, "y": 0.99232410299067 }, { "x": 1.15, "y": 0.99387385083271 }, { "x": 1.2, "y": 0.99509100197455 }, { "x": 1.25, "y": 0.99605096187886 }, { "x": 1.3, "y": 0.99681118453158 }, { "x": 1.35, "y": 0.99741563315754 }, { "x": 1.4, "y": 0.99789809114523 }, { "x": 1.45, "y": 0.99828462853145 }, { "x": 1.5, "y": 0.99859544650827 }, { "x": 1.55, "y": 0.99884626229118 }, { "x": 1.6, "y": 0.99904935309553 }, { "x": 1.65, "y": 0.99921434633523 }, { "x": 1.7, "y": 0.9993488201612 }, { "x": 1.75, "y": 0.99945876169762 }, { "x": 1.8, "y": 0.99954891808505 }, { "x": 1.85, "y": 0.99962306645714 }, { "x": 1.9, "y": 0.99968422236879 }, { "x": 1.95, "y": 0.99973480131252 }, { "x": 2, "y": 0.99977674434238 }, { "x": 2.05, "y": 0.99981161613262 }, { "x": 2.1, "y": 0.99984068178854 }, { "x": 2.15, "y": 0.99986496721959 }, { "x": 2.2, "y": 0.99988530675103 }, { "x": 2.25, "y": 0.99990238079377 }, { "x": 2.3, "y": 0.99991674574311 }, { "x": 2.35, "y": 0.99992885778274 }, { "x": 2.4, "y": 0.99993909189369 }, { "x": 2.45, "y": 0.99994775707847 }, { "x": 2.5, "y": 0.99995510858922 }, { "x": 2.55, "y": 0.99996135777646 }, { "x": 2.6, "y": 0.99996668004333 }, { "x": 2.65, "y": 0.99997122128655 }, { "x": 2.7, "y": 0.99997510312555 }, { "x": 2.75, "y": 0.99997842715848 }, { "x": 2.8, "y": 0.99998127843468 }, { "x": 2.85, "y": 0.9999837282946 }, { "x": 2.9, "y": 0.99998583669794 }, { "x": 2.95, "y": 0.99998765413649 }, { "x": 3, "y": 0.99998922320927 }, { "x": 3.05, "y": 0.99999057992246 }, { "x": 3.1, "y": 0.99999175476445 }, { "x": 3.15, "y": 0.99999277359672 }, { "x": 3.2, "y": 0.99999365839364 }, { "x": 3.25, "y": 0.99999442785807 }, { "x": 3.3, "y": 0.99999509793449 }, { "x": 3.35, "y": 0.9999956822376 }, { "x": 3.4, "y": 0.99999619241098 }, { "x": 3.45, "y": 0.99999663842775 }, { "x": 3.5, "y": 0.99999702884307 }, { "x": 3.55, "y": 0.99999737100646 }, { "x": 3.6, "y": 0.99999767124088 }, { "x": 3.65, "y": 0.99999793499372 }, { "x": 3.7, "y": 0.99999816696453 }, { "x": 3.75, "y": 0.99999837121321 }, { "x": 3.8, "y": 0.99999855125166 }, { "x": 3.85, "y": 0.99999871012176 }, { "x": 3.9, "y": 0.99999885046156 }, { "x": 3.94999999999999, "y": 0.99999897456183 }, { "x": 3.99999999999999, "y": 0.99999908441413 } ] }, { "id": 799, "curve_id": "E2.2", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Small substation, low voltage: 34.5-150 kV", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.34707364827472, "sigma": 0.50000000220842711, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.347, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00048806587309 }, { "x": 0.1, "y": 0.02800081968424 }, { "x": 0.15, "y": 0.13564587277795 }, { "x": 0.2, "y": 0.29988596099091 }, { "x": 0.25, "y": 0.46873846080102 }, { "x": 0.3, "y": 0.61263817424469 }, { "x": 0.35, "y": 0.72391214750822 }, { "x": 0.4, "y": 0.80553676004379 }, { "x": 0.45, "y": 0.86370813218205 }, { "x": 0.5, "y": 0.90453840214864 }, { "x": 0.55, "y": 0.93299483698679 }, { "x": 0.6, "y": 0.95278672678233 }, { "x": 0.65, "y": 0.96656758159108 }, { "x": 0.7, "y": 0.97619300119496 }, { "x": 0.75, "y": 0.98294560134183 }, { "x": 0.8, "y": 0.98770744692004 }, { "x": 0.85, "y": 0.99108451174268 }, { "x": 0.9, "y": 0.99349373645418 }, { "x": 0.95, "y": 0.99522291583337 }, { "x": 1, "y": 0.99647155145704 }, { "x": 1.05, "y": 0.99737862661033 }, { "x": 1.1, "y": 0.99804148684139 }, { "x": 1.15, "y": 0.99852869889089 }, { "x": 1.2, "y": 0.99888883716312 }, { "x": 1.25, "y": 0.99915651257578 }, { "x": 1.3, "y": 0.99935652898709 }, { "x": 1.35, "y": 0.9995067634712 }, { "x": 1.4, "y": 0.99962017297631 }, { "x": 1.45, "y": 0.99970620001538 }, { "x": 1.5, "y": 0.99977176281856 }, { "x": 1.55, "y": 0.99982195663624 }, { "x": 1.6, "y": 0.99986055317475 }, { "x": 1.65, "y": 0.99989035819091 }, { "x": 1.7, "y": 0.99991346888598 }, { "x": 1.75, "y": 0.99993146013788 }, { "x": 1.8, "y": 0.99994551992995 }, { "x": 1.85, "y": 0.99995654832279 }, { "x": 1.9, "y": 0.99996523013266 }, { "x": 1.95, "y": 0.99997208855263 }, { "x": 2, "y": 0.9999775248945 }, { "x": 2.05, "y": 0.99998184817522 }, { "x": 2.1, "y": 0.99998529723816 }, { "x": 2.15, "y": 0.99998805736254 }, { "x": 2.2, "y": 0.9999902727853 }, { "x": 2.25, "y": 0.99999205617905 }, { "x": 2.3, "y": 0.99999349585367 }, { "x": 2.35, "y": 0.99999466124896 }, { "x": 2.4, "y": 0.99999560713913 }, { "x": 2.45, "y": 0.99999637686276 }, { "x": 2.5, "y": 0.99999700481262 }, { "x": 2.55, "y": 0.99999751836149 }, { "x": 2.6, "y": 0.9999979393566 }, { "x": 2.65, "y": 0.99999828528298 }, { "x": 2.7, "y": 0.99999857017193 }, { "x": 2.75, "y": 0.99999880531262 }, { "x": 2.8, "y": 0.99999899981106 }, { "x": 2.85, "y": 0.99999916103052 }, { "x": 2.9, "y": 0.99999929493942 }, { "x": 2.95, "y": 0.99999940638698 }, { "x": 3, "y": 0.99999949932215 }, { "x": 3.05, "y": 0.99999957696799 }, { "x": 3.1, "y": 0.99999964196082 }, { "x": 3.15, "y": 0.99999969646168 }, { "x": 3.2, "y": 0.9999997422457 }, { "x": 3.25, "y": 0.99999978077401 }, { "x": 3.3, "y": 0.99999981325166 }, { "x": 3.35, "y": 0.99999984067445 }, { "x": 3.4, "y": 0.99999986386686 }, { "x": 3.45, "y": 0.99999988351275 }, { "x": 3.5, "y": 0.99999990018041 }, { "x": 3.55, "y": 0.99999991434293 }, { "x": 3.6, "y": 0.99999992639485 }, { "x": 3.65, "y": 0.99999993666573 }, { "x": 3.7, "y": 0.99999994543135 }, { "x": 3.75, "y": 0.99999995292283 }, { "x": 3.8, "y": 0.99999995933422 }, { "x": 3.85, "y": 0.99999996482867 }, { "x": 3.9, "y": 0.99999996954355 }, { "x": 3.94999999999999, "y": 0.99999997359474 }, { "x": 3.99999999999999, "y": 0.9999999770801 } ] }, { "id": 800, "curve_id": "E2.3", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Medium substation, medium voltage: 150-350 kV", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.38629436175692, "sigma": 0.500000004556355, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.386, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00064347101291 }, { "x": 0.1, "y": 0.03343241840892 }, { "x": 0.15, "y": 0.15347299656473 }, { "x": 0.2, "y": 0.32769493571154 }, { "x": 0.25, "y": 0.5 }, { "x": 0.3, "y": 0.64231108623684 }, { "x": 0.35, "y": 0.74950869138681 }, { "x": 0.4, "y": 0.82639308124973 }, { "x": 0.45, "y": 0.88011729086462 }, { "x": 0.5, "y": 0.9171714809983 }, { "x": 0.55, "y": 0.94259242556462 }, { "x": 0.6, "y": 0.96002165961749 }, { "x": 0.65, "y": 0.97199918031576 }, { "x": 0.7, "y": 0.98026431766073 }, { "x": 0.75, "y": 0.98599779442606 }, { "x": 0.8, "y": 0.98999876715404 }, { "x": 0.85, "y": 0.99280845886522 }, { "x": 0.9, "y": 0.99479445139497 }, { "x": 0.95, "y": 0.99620746174989 }, { "x": 1, "y": 0.99721938213769 }, { "x": 1.05, "y": 0.99794873799152 }, { "x": 1.1, "y": 0.99847775152507 }, { "x": 1.15, "y": 0.99886381581851 }, { "x": 1.2, "y": 0.99914724394927 }, { "x": 1.25, "y": 0.99935652898709 }, { "x": 1.3, "y": 0.99951193412691 }, { "x": 1.35, "y": 0.99962795727815 }, { "x": 1.4, "y": 0.99971503301958 }, { "x": 1.45, "y": 0.99978071494048 }, { "x": 1.5, "y": 0.99983050191355 }, { "x": 1.55, "y": 0.9998684189466 }, { "x": 1.6, "y": 0.99989742788763 }, { "x": 1.65, "y": 0.99991971948388 }, { "x": 1.7, "y": 0.99993692223111 }, { "x": 1.75, "y": 0.99995025253567 }, { "x": 1.8, "y": 0.99996062325496 }, { "x": 1.85, "y": 0.99996872255921 }, { "x": 1.9, "y": 0.99997507151845 }, { "x": 1.95, "y": 0.99998006635981 }, { "x": 2, "y": 0.99998400962348 }, { "x": 2.05, "y": 0.99998713323991 }, { "x": 2.1, "y": 0.9999896156997 }, { "x": 2.15, "y": 0.999991594884 }, { "x": 2.2, "y": 0.99999317769291 }, { "x": 2.25, "y": 0.99999444730041 }, { "x": 2.3, "y": 0.99999546864297 }, { "x": 2.35, "y": 0.99999629258784 }, { "x": 2.4, "y": 0.9999969591106 }, { "x": 2.45, "y": 0.99999749972639 }, { "x": 2.5, "y": 0.9999979393566 }, { "x": 2.55, "y": 0.99999829776721 }, { "x": 2.6, "y": 0.9999985906807 }, { "x": 2.65, "y": 0.99999883063857 }, { "x": 2.7, "y": 0.99999902767235 }, { "x": 2.75, "y": 0.99999918982739 }, { "x": 2.8, "y": 0.99999932357294 }, { "x": 2.85, "y": 0.99999943412413 }, { "x": 2.9, "y": 0.99999952569544 }, { "x": 2.95, "y": 0.99999960170099 }, { "x": 3, "y": 0.999999664913 }, { "x": 3.05, "y": 0.99999971758763 }, { "x": 3.1, "y": 0.99999976156521 }, { "x": 3.15, "y": 0.99999979835013 }, { "x": 3.2, "y": 0.9999998291748 }, { "x": 3.25, "y": 0.99999985505094 }, { "x": 3.3, "y": 0.99999987681077 }, { "x": 3.35, "y": 0.99999989514024 }, { "x": 3.4, "y": 0.99999991060584 }, { "x": 3.45, "y": 0.99999992367628 }, { "x": 3.5, "y": 0.9999999347401 }, { "x": 3.55, "y": 0.99999994412 }, { "x": 3.6, "y": 0.9999999520844 }, { "x": 3.65, "y": 0.99999995885704 }, { "x": 3.7, "y": 0.9999999646247 }, { "x": 3.75, "y": 0.99999996954355 }, { "x": 3.8, "y": 0.99999997374442 }, { "x": 3.85, "y": 0.99999997733706 }, { "x": 3.9, "y": 0.9999999804137 }, { "x": 3.94999999999999, "y": 0.99999998305193 }, { "x": 3.99999999999999, "y": 0.99999998531719 } ] }, { "id": 801, "curve_id": "E2.4", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Medium substation, medium voltage: 150-350 kV", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.6094379124341, "sigma": 0.50000000000002465, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.609, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00278061786231 }, { "x": 0.1, "y": 0.0828285190017 }, { "x": 0.15, "y": 0.28252252398594 }, { "x": 0.2, "y": 0.5 }, { "x": 0.25, "y": 0.67230506428846 }, { "x": 0.3, "y": 0.79129712661553 }, { "x": 0.35, "y": 0.86847932102482 }, { "x": 0.4, "y": 0.9171714809983 }, { "x": 0.45, "y": 0.9475833823572 }, { "x": 0.5, "y": 0.96656758159108 }, { "x": 0.55, "y": 0.97847382811175 }, { "x": 0.6, "y": 0.98599779442606 }, { "x": 0.65, "y": 0.99079606349164 }, { "x": 0.7, "y": 0.993886528486 }, { "x": 0.75, "y": 0.99589745326514 }, { "x": 0.8, "y": 0.99721938213769 }, { "x": 0.85, "y": 0.99809717753469 }, { "x": 0.9, "y": 0.99868580388583 }, { "x": 0.95, "y": 0.99908428727676 }, { "x": 1, "y": 0.99935652898709 }, { "x": 1.05, "y": 0.99954416554089 }, { "x": 1.1, "y": 0.99967458505852 }, { "x": 1.15, "y": 0.99976597045749 }, { "x": 1.2, "y": 0.99983050191355 }, { "x": 1.25, "y": 0.99987640941385 }, { "x": 1.3, "y": 0.9999093003932 }, { "x": 1.35, "y": 0.99993302620032 }, { "x": 1.4, "y": 0.99995025253567 }, { "x": 1.45, "y": 0.99996283818716 }, { "x": 1.5, "y": 0.99997208855263 }, { "x": 1.55, "y": 0.99997892669251 }, { "x": 1.6, "y": 0.99998400962348 }, { "x": 1.65, "y": 0.99998780796708 }, { "x": 1.7, "y": 0.99999066088884 }, { "x": 1.75, "y": 0.9999928142537 }, { "x": 1.8, "y": 0.99999444730041 }, { "x": 1.85, "y": 0.99999569140853 }, { "x": 1.9, "y": 0.99999664338325 }, { "x": 1.95, "y": 0.99999737491547 }, { "x": 2, "y": 0.9999979393566 }, { "x": 2.05, "y": 0.99999837659742 }, { "x": 2.1, "y": 0.99999871660006 }, { "x": 2.15, "y": 0.99999898196832 }, { "x": 2.2, "y": 0.99999918982739 }, { "x": 2.25, "y": 0.99999935320519 }, { "x": 2.3, "y": 0.99999948205216 }, { "x": 2.35, "y": 0.9999995839976 }, { "x": 2.4, "y": 0.999999664913 }, { "x": 2.45, "y": 0.99999972933341 }, { "x": 2.5, "y": 0.99999978077401 }, { "x": 2.55, "y": 0.99999982196873 }, { "x": 2.6, "y": 0.99999985505094 }, { "x": 2.65, "y": 0.99999988169075 }, { "x": 2.7, "y": 0.99999990319966 }, { "x": 2.75, "y": 0.99999992061074 }, { "x": 2.8, "y": 0.9999999347401 }, { "x": 2.85, "y": 0.99999994623436 }, { "x": 2.9, "y": 0.99999995560723 }, { "x": 2.95, "y": 0.99999996326799 }, { "x": 3, "y": 0.99999996954355 }, { "x": 3.05, "y": 0.99999997469572 }, { "x": 3.1, "y": 0.99999997893472 }, { "x": 3.15, "y": 0.99999998242971 }, { "x": 3.2, "y": 0.99999998531719 }, { "x": 3.25, "y": 0.99999998770753 }, { "x": 3.3, "y": 0.9999999896902 }, { "x": 3.35, "y": 0.99999999133787 }, { "x": 3.4, "y": 0.99999999270969 }, { "x": 3.45, "y": 0.99999999385393 }, { "x": 3.5, "y": 0.99999999481006 }, { "x": 3.55, "y": 0.99999999561038 }, { "x": 3.6, "y": 0.99999999628144 }, { "x": 3.65, "y": 0.99999999684505 }, { "x": 3.7, "y": 0.99999999731919 }, { "x": 3.75, "y": 0.99999999771871 }, { "x": 3.8, "y": 0.99999999805587 }, { "x": 3.85, "y": 0.99999999834085 }, { "x": 3.9, "y": 0.99999999858208 }, { "x": 3.94999999999999, "y": 0.99999999878658 }, { "x": 3.99999999999999, "y": 0.9999999989602 } ] }, { "id": 802, "curve_id": "E2.5", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Large substation, high voltage: >350 kV", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.89711998495077, "sigma": 0.45000000048583516, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.897, σ=0.450, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00731601722342 }, { "x": 0.1, "y": 0.18378523458681 }, { "x": 0.15, "y": 0.5 }, { "x": 0.2, "y": 0.73868399006654 }, { "x": 0.25, "y": 0.8718475438318 }, { "x": 0.3, "y": 0.9382596754816 }, { "x": 0.35, "y": 0.9701419640944 }, { "x": 0.4, "y": 0.9853572003391 }, { "x": 0.45, "y": 0.99268398277658 }, { "x": 0.5, "y": 0.99626905203154 }, { "x": 0.55, "y": 0.99805715459213 }, { "x": 0.6, "y": 0.99896726790925 }, { "x": 0.65, "y": 0.9994400385495 }, { "x": 0.7, "y": 0.99969057013414 }, { "x": 0.75, "y": 0.9998259064436 }, { "x": 0.8, "y": 0.99990036795421 }, { "x": 0.85, "y": 0.99994205684807 }, { "x": 0.9, "y": 0.99996578617537 }, { "x": 0.95, "y": 0.99997950585868 }, { "x": 1, "y": 0.99998755651005 }, { "x": 1.05, "y": 0.99999234723587 }, { "x": 1.1, "y": 0.9999952361288 }, { "x": 1.15, "y": 0.99999700021228 }, { "x": 1.2, "y": 0.9999980903531 }, { "x": 1.25, "y": 0.99999877168619 }, { "x": 1.3, "y": 0.99999920211924 }, { "x": 1.35, "y": 0.99999947684142 }, { "x": 1.4, "y": 0.99999965389803 }, { "x": 1.45, "y": 0.99999976907448 }, { "x": 1.5, "y": 0.99999984466449 }, { "x": 1.55, "y": 0.99999989469588 }, { "x": 1.6, "y": 0.99999992807982 }, { "x": 1.65, "y": 0.99999995052895 }, { "x": 1.7, "y": 0.99999996573748 }, { "x": 1.75, "y": 0.99999997611441 }, { "x": 1.8, "y": 0.99999998324329 }, { "x": 1.85, "y": 0.99999998817306 }, { "x": 1.9, "y": 0.99999999160371 }, { "x": 1.95, "y": 0.99999999400567 }, { "x": 2, "y": 0.99999999569728 }, { "x": 2.05, "y": 0.99999999689536 }, { "x": 2.1, "y": 0.99999999774853 }, { "x": 2.15, "y": 0.99999999835929 }, { "x": 2.2, "y": 0.99999999879873 }, { "x": 2.25, "y": 0.99999999911647 }, { "x": 2.3, "y": 0.9999999993473 }, { "x": 2.35, "y": 0.99999999951577 }, { "x": 2.4, "y": 0.99999999963927 }, { "x": 2.45, "y": 0.99999999973019 }, { "x": 2.5, "y": 0.99999999979742 }, { "x": 2.55, "y": 0.99999999984732 }, { "x": 2.6, "y": 0.99999999988451 }, { "x": 2.65, "y": 0.99999999991233 }, { "x": 2.7, "y": 0.99999999993321 }, { "x": 2.75, "y": 0.99999999994896 }, { "x": 2.8, "y": 0.99999999996086 }, { "x": 2.85, "y": 0.99999999996989 }, { "x": 2.9, "y": 0.99999999997677 }, { "x": 2.95, "y": 0.99999999998202 }, { "x": 3, "y": 0.99999999998604 }, { "x": 3.05, "y": 0.99999999998914 }, { "x": 3.1, "y": 0.99999999999152 }, { "x": 3.15, "y": 0.99999999999336 }, { "x": 3.2, "y": 0.99999999999479 }, { "x": 3.25, "y": 0.9999999999959 }, { "x": 3.3, "y": 0.99999999999677 }, { "x": 3.35, "y": 0.99999999999744 }, { "x": 3.4, "y": 0.99999999999797 }, { "x": 3.45, "y": 0.99999999999839 }, { "x": 3.5, "y": 0.99999999999872 }, { "x": 3.55, "y": 0.99999999999898 }, { "x": 3.6, "y": 0.99999999999918 }, { "x": 3.65, "y": 0.99999999999934 }, { "x": 3.7, "y": 0.99999999999947 }, { "x": 3.75, "y": 0.99999999999958 }, { "x": 3.8, "y": 0.99999999999966 }, { "x": 3.85, "y": 0.99999999999972 }, { "x": 3.9, "y": 0.99999999999978 }, { "x": 3.94999999999999, "y": 0.99999999999982 }, { "x": 3.99999999999999, "y": 0.99999999999985 } ] }, { "id": 803, "curve_id": "E2.6", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Large substation, high voltage: >350 kV", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -2.04022082852655, "sigma": 0.40000000000000335, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.040, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00845224271774 }, { "x": 0.1, "y": 0.25594080409647 }, { "x": 0.15, "y": 0.63973558350035 }, { "x": 0.2, "y": 0.8592503266371 }, { "x": 0.25, "y": 0.94895620485424 }, { "x": 0.3, "y": 0.98171893198491 }, { "x": 0.35, "y": 0.99335676080464 }, { "x": 0.4, "y": 0.99752157964169 }, { "x": 0.45, "y": 0.99904629550807 }, { "x": 0.5, "y": 0.99962098803901 }, { "x": 0.55, "y": 0.99984449922023 }, { "x": 0.6, "y": 0.99993421150404 }, { "x": 0.65, "y": 0.99997134174908 }, { "x": 0.7, "y": 0.99998716715017 }, { "x": 0.75, "y": 0.99999410260432 }, { "x": 0.8, "y": 0.99999722299717 }, { "x": 0.85, "y": 0.99999866209792 }, { "x": 0.9, "y": 0.99999934143244 }, { "x": 0.95, "y": 0.99999966921608 }, { "x": 1, "y": 0.99999983066791 }, { "x": 1.05, "y": 0.99999991175132 }, { "x": 1.1, "y": 0.99999995322521 }, { "x": 1.15, "y": 0.99999997480899 }, { "x": 1.2, "y": 0.99999998622676 }, { "x": 1.25, "y": 0.99999999236095 }, { "x": 1.3, "y": 0.99999999570526 }, { "x": 1.35, "y": 0.99999999755413 }, { "x": 1.4, "y": 0.99999999858987 }, { "x": 1.45, "y": 0.99999999917746 }, { "x": 1.5, "y": 0.99999999951483 }, { "x": 1.55, "y": 0.99999999971077 }, { "x": 1.6, "y": 0.99999999982581 }, { "x": 1.65, "y": 0.99999999989407 }, { "x": 1.7, "y": 0.99999999993498 }, { "x": 1.75, "y": 0.99999999995973 }, { "x": 1.8, "y": 0.99999999997485 }, { "x": 1.85, "y": 0.99999999998416 }, { "x": 1.9, "y": 0.99999999998994 }, { "x": 1.95, "y": 0.99999999999357 }, { "x": 2, "y": 0.99999999999585 }, { "x": 2.05, "y": 0.99999999999731 }, { "x": 2.1, "y": 0.99999999999824 }, { "x": 2.15, "y": 0.99999999999884 }, { "x": 2.2, "y": 0.99999999999923 }, { "x": 2.25, "y": 0.99999999999949 }, { "x": 2.3, "y": 0.99999999999966 }, { "x": 2.35, "y": 0.99999999999977 }, { "x": 2.4, "y": 0.99999999999984 }, { "x": 2.45, "y": 0.99999999999989 }, { "x": 2.5, "y": 0.99999999999993 }, { "x": 2.55, "y": 0.99999999999995 }, { "x": 2.6, "y": 0.99999999999997 }, { "x": 2.65, "y": 0.99999999999998 }, { "x": 2.7, "y": 0.99999999999998 }, { "x": 2.75, "y": 0.99999999999999 }, { "x": 2.8, "y": 0.99999999999999 }, { "x": 2.85, "y": 0.99999999999999 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 804, "curve_id": "E2.7", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Large substation. high voltage: 500 - 1,100 kV", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "moderate", "source_data_type": "figure_given", "mu": -1.89711998495077, "sigma": 0.45000000048583516, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.897, σ=0.450, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00731601722342 }, { "x": 0.1, "y": 0.18378523458681 }, { "x": 0.15, "y": 0.5 }, { "x": 0.2, "y": 0.73868399006654 }, { "x": 0.25, "y": 0.8718475438318 }, { "x": 0.3, "y": 0.9382596754816 }, { "x": 0.35, "y": 0.9701419640944 }, { "x": 0.4, "y": 0.9853572003391 }, { "x": 0.45, "y": 0.99268398277658 }, { "x": 0.5, "y": 0.99626905203154 }, { "x": 0.55, "y": 0.99805715459213 }, { "x": 0.6, "y": 0.99896726790925 }, { "x": 0.65, "y": 0.9994400385495 }, { "x": 0.7, "y": 0.99969057013414 }, { "x": 0.75, "y": 0.9998259064436 }, { "x": 0.8, "y": 0.99990036795421 }, { "x": 0.85, "y": 0.99994205684807 }, { "x": 0.9, "y": 0.99996578617537 }, { "x": 0.95, "y": 0.99997950585868 }, { "x": 1, "y": 0.99998755651005 }, { "x": 1.05, "y": 0.99999234723587 }, { "x": 1.1, "y": 0.9999952361288 }, { "x": 1.15, "y": 0.99999700021228 }, { "x": 1.2, "y": 0.9999980903531 }, { "x": 1.25, "y": 0.99999877168619 }, { "x": 1.3, "y": 0.99999920211924 }, { "x": 1.35, "y": 0.99999947684142 }, { "x": 1.4, "y": 0.99999965389803 }, { "x": 1.45, "y": 0.99999976907448 }, { "x": 1.5, "y": 0.99999984466449 }, { "x": 1.55, "y": 0.99999989469588 }, { "x": 1.6, "y": 0.99999992807982 }, { "x": 1.65, "y": 0.99999995052895 }, { "x": 1.7, "y": 0.99999996573748 }, { "x": 1.75, "y": 0.99999997611441 }, { "x": 1.8, "y": 0.99999998324329 }, { "x": 1.85, "y": 0.99999998817306 }, { "x": 1.9, "y": 0.99999999160371 }, { "x": 1.95, "y": 0.99999999400567 }, { "x": 2, "y": 0.99999999569728 }, { "x": 2.05, "y": 0.99999999689536 }, { "x": 2.1, "y": 0.99999999774853 }, { "x": 2.15, "y": 0.99999999835929 }, { "x": 2.2, "y": 0.99999999879873 }, { "x": 2.25, "y": 0.99999999911647 }, { "x": 2.3, "y": 0.9999999993473 }, { "x": 2.35, "y": 0.99999999951577 }, { "x": 2.4, "y": 0.99999999963927 }, { "x": 2.45, "y": 0.99999999973019 }, { "x": 2.5, "y": 0.99999999979742 }, { "x": 2.55, "y": 0.99999999984732 }, { "x": 2.6, "y": 0.99999999988451 }, { "x": 2.65, "y": 0.99999999991233 }, { "x": 2.7, "y": 0.99999999993321 }, { "x": 2.75, "y": 0.99999999994896 }, { "x": 2.8, "y": 0.99999999996086 }, { "x": 2.85, "y": 0.99999999996989 }, { "x": 2.9, "y": 0.99999999997677 }, { "x": 2.95, "y": 0.99999999998202 }, { "x": 3, "y": 0.99999999998604 }, { "x": 3.05, "y": 0.99999999998914 }, { "x": 3.1, "y": 0.99999999999152 }, { "x": 3.15, "y": 0.99999999999336 }, { "x": 3.2, "y": 0.99999999999479 }, { "x": 3.25, "y": 0.9999999999959 }, { "x": 3.3, "y": 0.99999999999677 }, { "x": 3.35, "y": 0.99999999999744 }, { "x": 3.4, "y": 0.99999999999797 }, { "x": 3.45, "y": 0.99999999999839 }, { "x": 3.5, "y": 0.99999999999872 }, { "x": 3.55, "y": 0.99999999999898 }, { "x": 3.6, "y": 0.99999999999918 }, { "x": 3.65, "y": 0.99999999999934 }, { "x": 3.7, "y": 0.99999999999947 }, { "x": 3.75, "y": 0.99999999999958 }, { "x": 3.8, "y": 0.99999999999966 }, { "x": 3.85, "y": 0.99999999999972 }, { "x": 3.9, "y": 0.99999999999978 }, { "x": 3.94999999999999, "y": 0.99999999999982 }, { "x": 3.99999999999999, "y": 0.99999999999985 } ] }, { "id": 805, "curve_id": "E2.8", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Large substation. high voltage: 500 - 1,100 kV", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "figure_given", "mu": -2.34494814721565, "sigma": 0.4850000000000263, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.345, σ=0.485, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.08982670600103 }, { "x": 0.1, "y": 0.53480195462217 }, { "x": 0.15, "y": 0.8220894130617 }, { "x": 0.2, "y": 0.9353055295922 }, { "x": 0.25, "y": 0.97595689384021 }, { "x": 0.3, "y": 0.99067681896406 }, { "x": 0.35, "y": 0.99621153502687 }, { "x": 0.4, "y": 0.99838880013531 }, { "x": 0.45, "y": 0.99928502648742 }, { "x": 0.5, "y": 0.99967011758242 }, { "x": 0.55, "y": 0.99984228752513 }, { "x": 0.6, "y": 0.99992211822114 }, { "x": 0.65, "y": 0.99996038749603 }, { "x": 0.7, "y": 0.99997930071233 }, { "x": 0.75, "y": 0.9999889125822 }, { "x": 0.8, "y": 0.99999392433433 }, { "x": 0.85, "y": 0.9999965999934 }, { "x": 0.9, "y": 0.99999805997709 }, { "x": 0.95, "y": 0.99999887288693 }, { "x": 1, "y": 0.99999933408651 }, { "x": 1.05, "y": 0.99999960035948 }, { "x": 1.1, "y": 0.99999975662126 }, { "x": 1.15, "y": 0.99999984973441 }, { "x": 1.2, "y": 0.99999990601909 }, { "x": 1.25, "y": 0.99999994050301 }, { "x": 1.3, "y": 0.99999996189986 }, { "x": 1.35, "y": 0.99999997533616 }, { "x": 1.4, "y": 0.99999998386954 }, { "x": 1.45, "y": 0.99999998934745 }, { "x": 1.5, "y": 0.99999999289982 }, { "x": 1.55, "y": 0.99999999522584 }, { "x": 1.6, "y": 0.99999999676291 }, { "x": 1.65, "y": 0.99999999778754 }, { "x": 1.7, "y": 0.99999999847629 }, { "x": 1.75, "y": 0.99999999894297 }, { "x": 1.8, "y": 0.99999999926159 }, { "x": 1.85, "y": 0.99999999948072 }, { "x": 1.9, "y": 0.99999999963248 }, { "x": 1.95, "y": 0.99999999973828 }, { "x": 2, "y": 0.99999999981252 }, { "x": 2.05, "y": 0.99999999986494 }, { "x": 2.1, "y": 0.99999999990217 }, { "x": 2.15, "y": 0.99999999992877 }, { "x": 2.2, "y": 0.99999999994787 }, { "x": 2.25, "y": 0.99999999996166 }, { "x": 2.3, "y": 0.99999999997167 }, { "x": 2.35, "y": 0.99999999997897 }, { "x": 2.4, "y": 0.99999999998432 }, { "x": 2.45, "y": 0.99999999998826 }, { "x": 2.5, "y": 0.99999999999117 }, { "x": 2.55, "y": 0.99999999999334 }, { "x": 2.6, "y": 0.99999999999495 }, { "x": 2.65, "y": 0.99999999999616 }, { "x": 2.7, "y": 0.99999999999707 }, { "x": 2.75, "y": 0.99999999999775 }, { "x": 2.8, "y": 0.99999999999827 }, { "x": 2.85, "y": 0.99999999999867 }, { "x": 2.9, "y": 0.99999999999897 }, { "x": 2.95, "y": 0.9999999999992 }, { "x": 3, "y": 0.99999999999938 }, { "x": 3.05, "y": 0.99999999999951 }, { "x": 3.1, "y": 0.99999999999962 }, { "x": 3.15, "y": 0.9999999999997 }, { "x": 3.2, "y": 0.99999999999976 }, { "x": 3.25, "y": 0.99999999999981 }, { "x": 3.3, "y": 0.99999999999985 }, { "x": 3.35, "y": 0.99999999999988 }, { "x": 3.4, "y": 0.99999999999991 }, { "x": 3.45, "y": 0.99999999999993 }, { "x": 3.5, "y": 0.99999999999994 }, { "x": 3.55, "y": 0.99999999999995 }, { "x": 3.6, "y": 0.99999999999996 }, { "x": 3.65, "y": 0.99999999999997 }, { "x": 3.7, "y": 0.99999999999998 }, { "x": 3.75, "y": 0.99999999999998 }, { "x": 3.8, "y": 0.99999999999998 }, { "x": 3.85, "y": 0.99999999999999 }, { "x": 3.9, "y": 0.99999999999999 }, { "x": 3.94999999999999, "y": 0.99999999999999 }, { "x": 3.99999999999999, "y": 0.99999999999999 } ] }, { "id": 806, "curve_id": "E2.9", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Small substation", "ci_detail": "Unanchored/standard components", "source_type": "Peer-reviewed", "source_abbrev": "Omidvar et al. (2017)", "source_detail": "Omidvar, B., Azizi, R., and Abdollahi, Y.: Seismic Risk Assessment of Power Substations, Environmental Energy and Economic Research, 1, 43–60, https://doi.org/10.22097/eeer.2017.46456, 2017.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.38629436175692, "sigma": 0.500000004556355, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.386, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "0", "geography": "Europe", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00064347101291 }, { "x": 0.1, "y": 0.03343241840892 }, { "x": 0.15, "y": 0.15347299656473 }, { "x": 0.2, "y": 0.32769493571154 }, { "x": 0.25, "y": 0.5 }, { "x": 0.3, "y": 0.64231108623684 }, { "x": 0.35, "y": 0.74950869138681 }, { "x": 0.4, "y": 0.82639308124973 }, { "x": 0.45, "y": 0.88011729086462 }, { "x": 0.5, "y": 0.9171714809983 }, { "x": 0.55, "y": 0.94259242556462 }, { "x": 0.6, "y": 0.96002165961749 }, { "x": 0.65, "y": 0.97199918031576 }, { "x": 0.7, "y": 0.98026431766073 }, { "x": 0.75, "y": 0.98599779442606 }, { "x": 0.8, "y": 0.98999876715404 }, { "x": 0.85, "y": 0.99280845886522 }, { "x": 0.9, "y": 0.99479445139497 }, { "x": 0.95, "y": 0.99620746174989 }, { "x": 1, "y": 0.99721938213769 }, { "x": 1.05, "y": 0.99794873799152 }, { "x": 1.1, "y": 0.99847775152507 }, { "x": 1.15, "y": 0.99886381581851 }, { "x": 1.2, "y": 0.99914724394927 }, { "x": 1.25, "y": 0.99935652898709 }, { "x": 1.3, "y": 0.99951193412691 }, { "x": 1.35, "y": 0.99962795727815 }, { "x": 1.4, "y": 0.99971503301958 }, { "x": 1.45, "y": 0.99978071494048 }, { "x": 1.5, "y": 0.99983050191355 }, { "x": 1.55, "y": 0.9998684189466 }, { "x": 1.6, "y": 0.99989742788763 }, { "x": 1.65, "y": 0.99991971948388 }, { "x": 1.7, "y": 0.99993692223111 }, { "x": 1.75, "y": 0.99995025253567 }, { "x": 1.8, "y": 0.99996062325496 }, { "x": 1.85, "y": 0.99996872255921 }, { "x": 1.9, "y": 0.99997507151845 }, { "x": 1.95, "y": 0.99998006635981 }, { "x": 2, "y": 0.99998400962348 }, { "x": 2.05, "y": 0.99998713323991 }, { "x": 2.1, "y": 0.9999896156997 }, { "x": 2.15, "y": 0.999991594884 }, { "x": 2.2, "y": 0.99999317769291 }, { "x": 2.25, "y": 0.99999444730041 }, { "x": 2.3, "y": 0.99999546864297 }, { "x": 2.35, "y": 0.99999629258784 }, { "x": 2.4, "y": 0.9999969591106 }, { "x": 2.45, "y": 0.99999749972639 }, { "x": 2.5, "y": 0.9999979393566 }, { "x": 2.55, "y": 0.99999829776721 }, { "x": 2.6, "y": 0.9999985906807 }, { "x": 2.65, "y": 0.99999883063857 }, { "x": 2.7, "y": 0.99999902767235 }, { "x": 2.75, "y": 0.99999918982739 }, { "x": 2.8, "y": 0.99999932357294 }, { "x": 2.85, "y": 0.99999943412413 }, { "x": 2.9, "y": 0.99999952569544 }, { "x": 2.95, "y": 0.99999960170099 }, { "x": 3, "y": 0.999999664913 }, { "x": 3.05, "y": 0.99999971758763 }, { "x": 3.1, "y": 0.99999976156521 }, { "x": 3.15, "y": 0.99999979835013 }, { "x": 3.2, "y": 0.9999998291748 }, { "x": 3.25, "y": 0.99999985505094 }, { "x": 3.3, "y": 0.99999987681077 }, { "x": 3.35, "y": 0.99999989514024 }, { "x": 3.4, "y": 0.99999991060584 }, { "x": 3.45, "y": 0.99999992367628 }, { "x": 3.5, "y": 0.9999999347401 }, { "x": 3.55, "y": 0.99999994412 }, { "x": 3.6, "y": 0.9999999520844 }, { "x": 3.65, "y": 0.99999995885704 }, { "x": 3.7, "y": 0.9999999646247 }, { "x": 3.75, "y": 0.99999996954355 }, { "x": 3.8, "y": 0.99999997374442 }, { "x": 3.85, "y": 0.99999997733706 }, { "x": 3.9, "y": 0.9999999804137 }, { "x": 3.94999999999999, "y": 0.99999998305193 }, { "x": 3.99999999999999, "y": 0.99999998531719 } ] }, { "id": 807, "curve_id": "E20.1", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Small lift station", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.02165124790726, "sigma": 0.65000000112619127, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.022, σ=0.650, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00119453810451 }, { "x": 0.1, "y": 0.02438096274265 }, { "x": 0.15, "y": 0.08901025035312 }, { "x": 0.2, "y": 0.18292157227776 }, { "x": 0.25, "y": 0.28740237978114 }, { "x": 0.3, "y": 0.38954899450312 }, { "x": 0.35, "y": 0.48271532832868 }, { "x": 0.4, "y": 0.56438373052599 }, { "x": 0.45, "y": 0.63431277133319 }, { "x": 0.5, "y": 0.6933578357149 }, { "x": 0.55, "y": 0.74280648348589 }, { "x": 0.6, "y": 0.78403273691606 }, { "x": 0.65, "y": 0.81833238035362 }, { "x": 0.7, "y": 0.8468556435668 }, { "x": 0.75, "y": 0.87058975122576 }, { "x": 0.8, "y": 0.89036534159313 }, { "x": 0.85, "y": 0.90687296572 }, { "x": 0.9, "y": 0.92068261539858 }, { "x": 0.95, "y": 0.93226287039085 }, { "x": 1, "y": 0.94199818272333 }, { "x": 1.05, "y": 0.95020380575349 }, { "x": 1.1, "y": 0.95713835995223 }, { "x": 1.15, "y": 0.96301424332802 }, { "x": 1.2, "y": 0.96800617170234 }, { "x": 1.25, "y": 0.97225814267059 }, { "x": 1.3, "y": 0.97588909437819 }, { "x": 1.35, "y": 0.97899749565102 }, { "x": 1.4, "y": 0.98166506728158 }, { "x": 1.45, "y": 0.98395979992041 }, { "x": 1.5, "y": 0.98593840386186 }, { "x": 1.55, "y": 0.98764830046456 }, { "x": 1.6, "y": 0.98912924377614 }, { "x": 1.65, "y": 0.99041464363297 }, { "x": 1.7, "y": 0.99153264749826 }, { "x": 1.75, "y": 0.9925070270255 }, { "x": 1.8, "y": 0.99335790628864 }, { "x": 1.85, "y": 0.99410236137912 }, { "x": 1.9, "y": 0.99475491527791 }, { "x": 1.95, "y": 0.99532794727846 }, { "x": 2, "y": 0.99583203252976 }, { "x": 2.05, "y": 0.99627622429909 }, { "x": 2.1, "y": 0.99666828917244 }, { "x": 2.15, "y": 0.99701490349689 }, { "x": 2.2, "y": 0.99732181782925 }, { "x": 2.25, "y": 0.99759399491298 }, { "x": 2.3, "y": 0.99783572570184 }, { "x": 2.35, "y": 0.99805072713597 }, { "x": 2.4, "y": 0.99824222471638 }, { "x": 2.45, "y": 0.99841302238731 }, { "x": 2.5, "y": 0.99856556179854 }, { "x": 2.55, "y": 0.99870197266251 }, { "x": 2.6, "y": 0.99882411562831 }, { "x": 2.65, "y": 0.99893361885481 }, { "x": 2.7, "y": 0.99903190926737 }, { "x": 2.75, "y": 0.99912023932016 }, { "x": 2.8, "y": 0.99919970995139 }, { "x": 2.85, "y": 0.99927129030768 }, { "x": 2.9, "y": 0.99933583472144 }, { "x": 2.95, "y": 0.99939409734832 }, { "x": 3, "y": 0.99944674480795 }, { "x": 3.05, "y": 0.99949436711803 }, { "x": 3.1, "y": 0.99953748716684 }, { "x": 3.15, "y": 0.99957656893233 }, { "x": 3.2, "y": 0.9996120246243 }, { "x": 3.25, "y": 0.9996442208999 }, { "x": 3.3, "y": 0.99967348428054 }, { "x": 3.35, "y": 0.99970010587934 }, { "x": 3.4, "y": 0.99972434553278 }, { "x": 3.45, "y": 0.99974643541625 }, { "x": 3.5, "y": 0.99976658321244 }, { "x": 3.55, "y": 0.99978497489123 }, { "x": 3.6, "y": 0.99980177715195 }, { "x": 3.65, "y": 0.99981713957165 }, { "x": 3.7, "y": 0.99983119649708 }, { "x": 3.75, "y": 0.99984406871294 }, { "x": 3.8, "y": 0.99985586491455 }, { "x": 3.85, "y": 0.99986668300942 }, { "x": 3.9, "y": 0.99987661126887 }, { "x": 3.94999999999999, "y": 0.99988572934809 }, { "x": 3.99999999999999, "y": 0.99989410919062 } ] }, { "id": 808, "curve_id": "E20.2", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Small lift station", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.27296567588157, "sigma": 0.50000000049122839, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.273, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00028496698042 }, { "x": 0.1, "y": 0.01973568233927 }, { "x": 0.15, "y": 0.10595902967171 }, { "x": 0.2, "y": 0.25049130861319 }, { "x": 0.25, "y": 0.41034508885878 }, { "x": 0.3, "y": 0.55487415739176 }, { "x": 0.35, "y": 0.67230506428846 }, { "x": 0.4, "y": 0.76218536294539 }, { "x": 0.45, "y": 0.82866832149736 }, { "x": 0.5, "y": 0.87690168304245 }, { "x": 0.55, "y": 0.91153327606076 }, { "x": 0.6, "y": 0.93628062247503 }, { "x": 0.65, "y": 0.95394447488803 }, { "x": 0.7, "y": 0.96656758159108 }, { "x": 0.75, "y": 0.97561329965965 }, { "x": 0.8, "y": 0.98211992638285 }, { "x": 0.85, "y": 0.98682091195391 }, { "x": 0.9, "y": 0.99023378186527 }, { "x": 0.95, "y": 0.99272408574587 }, { "x": 1, "y": 0.99455066905164 }, { "x": 1.05, "y": 0.99589745326514 }, { "x": 1.1, "y": 0.99689565819783 }, { "x": 1.15, "y": 0.99763932577888 }, { "x": 1.2, "y": 0.99819617505887 }, { "x": 1.25, "y": 0.99861521000171 }, { "x": 1.3, "y": 0.99893206849677 }, { "x": 1.35, "y": 0.99917279755517 }, { "x": 1.4, "y": 0.99935652898709 }, { "x": 1.45, "y": 0.99949738429737 }, { "x": 1.5, "y": 0.99960583714092 }, { "x": 1.55, "y": 0.9996896924181 }, { "x": 1.6, "y": 0.99975479323269 }, { "x": 1.65, "y": 0.99980553378285 }, { "x": 1.7, "y": 0.99984523321664 }, { "x": 1.75, "y": 0.99987640941385 }, { "x": 1.8, "y": 0.99990098040316 }, { "x": 1.85, "y": 0.99992041321014 }, { "x": 1.9, "y": 0.99993583434253 }, { "x": 1.95, "y": 0.99994811215462 }, { "x": 2, "y": 0.99995791850757 }, { "x": 2.05, "y": 0.99996577512035 }, { "x": 2.1, "y": 0.99997208855263 }, { "x": 2.15, "y": 0.99997717671125 }, { "x": 2.2, "y": 0.99998128901103 }, { "x": 2.25, "y": 0.99998462176601 }, { "x": 2.3, "y": 0.99998732998234 }, { "x": 2.35, "y": 0.99998953642587 }, { "x": 2.4, "y": 0.99999133861839 }, { "x": 2.45, "y": 0.9999928142537 }, { "x": 2.5, "y": 0.99999402540421 }, { "x": 2.55, "y": 0.99999502179852 }, { "x": 2.6, "y": 0.99999584338304 }, { "x": 2.65, "y": 0.99999652233024 }, { "x": 2.7, "y": 0.99999708461754 }, { "x": 2.75, "y": 0.99999755127236 }, { "x": 2.8, "y": 0.9999979393566 }, { "x": 2.85, "y": 0.99999826274719 }, { "x": 2.9, "y": 0.99999853275668 }, { "x": 2.95, "y": 0.99999875862787 }, { "x": 3, "y": 0.99999894792909 }, { "x": 3.05, "y": 0.99999910687087 }, { "x": 3.1, "y": 0.99999924056019 }, { "x": 3.15, "y": 0.99999935320519 }, { "x": 3.2, "y": 0.9999994482803 }, { "x": 3.25, "y": 0.99999952865977 }, { "x": 3.3, "y": 0.99999959672592 }, { "x": 3.35, "y": 0.99999965445701 }, { "x": 3.4, "y": 0.99999970349876 }, { "x": 3.45, "y": 0.99999974522273 }, { "x": 3.5, "y": 0.99999978077401 }, { "x": 3.55, "y": 0.99999981111019 }, { "x": 3.6, "y": 0.99999983703349 }, { "x": 3.65, "y": 0.99999985921701 }, { "x": 3.7, "y": 0.99999987822645 }, { "x": 3.75, "y": 0.99999989453799 }, { "x": 3.8, "y": 0.9999999085531 }, { "x": 3.85, "y": 0.99999992061074 }, { "x": 3.9, "y": 0.99999993099754 }, { "x": 3.94999999999999, "y": 0.99999993995623 }, { "x": 3.99999999999999, "y": 0.99999994769266 } ] }, { "id": 809, "curve_id": "E20.3", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Medium/large lift station", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.02165124790726, "sigma": 0.65000000112619127, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.022, σ=0.650, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00119453810451 }, { "x": 0.1, "y": 0.02438096274265 }, { "x": 0.15, "y": 0.08901025035312 }, { "x": 0.2, "y": 0.18292157227776 }, { "x": 0.25, "y": 0.28740237978114 }, { "x": 0.3, "y": 0.38954899450312 }, { "x": 0.35, "y": 0.48271532832868 }, { "x": 0.4, "y": 0.56438373052599 }, { "x": 0.45, "y": 0.63431277133319 }, { "x": 0.5, "y": 0.6933578357149 }, { "x": 0.55, "y": 0.74280648348589 }, { "x": 0.6, "y": 0.78403273691606 }, { "x": 0.65, "y": 0.81833238035362 }, { "x": 0.7, "y": 0.8468556435668 }, { "x": 0.75, "y": 0.87058975122576 }, { "x": 0.8, "y": 0.89036534159313 }, { "x": 0.85, "y": 0.90687296572 }, { "x": 0.9, "y": 0.92068261539858 }, { "x": 0.95, "y": 0.93226287039085 }, { "x": 1, "y": 0.94199818272333 }, { "x": 1.05, "y": 0.95020380575349 }, { "x": 1.1, "y": 0.95713835995223 }, { "x": 1.15, "y": 0.96301424332802 }, { "x": 1.2, "y": 0.96800617170234 }, { "x": 1.25, "y": 0.97225814267059 }, { "x": 1.3, "y": 0.97588909437819 }, { "x": 1.35, "y": 0.97899749565102 }, { "x": 1.4, "y": 0.98166506728158 }, { "x": 1.45, "y": 0.98395979992041 }, { "x": 1.5, "y": 0.98593840386186 }, { "x": 1.55, "y": 0.98764830046456 }, { "x": 1.6, "y": 0.98912924377614 }, { "x": 1.65, "y": 0.99041464363297 }, { "x": 1.7, "y": 0.99153264749826 }, { "x": 1.75, "y": 0.9925070270255 }, { "x": 1.8, "y": 0.99335790628864 }, { "x": 1.85, "y": 0.99410236137912 }, { "x": 1.9, "y": 0.99475491527791 }, { "x": 1.95, "y": 0.99532794727846 }, { "x": 2, "y": 0.99583203252976 }, { "x": 2.05, "y": 0.99627622429909 }, { "x": 2.1, "y": 0.99666828917244 }, { "x": 2.15, "y": 0.99701490349689 }, { "x": 2.2, "y": 0.99732181782925 }, { "x": 2.25, "y": 0.99759399491298 }, { "x": 2.3, "y": 0.99783572570184 }, { "x": 2.35, "y": 0.99805072713597 }, { "x": 2.4, "y": 0.99824222471638 }, { "x": 2.45, "y": 0.99841302238731 }, { "x": 2.5, "y": 0.99856556179854 }, { "x": 2.55, "y": 0.99870197266251 }, { "x": 2.6, "y": 0.99882411562831 }, { "x": 2.65, "y": 0.99893361885481 }, { "x": 2.7, "y": 0.99903190926737 }, { "x": 2.75, "y": 0.99912023932016 }, { "x": 2.8, "y": 0.99919970995139 }, { "x": 2.85, "y": 0.99927129030768 }, { "x": 2.9, "y": 0.99933583472144 }, { "x": 2.95, "y": 0.99939409734832 }, { "x": 3, "y": 0.99944674480795 }, { "x": 3.05, "y": 0.99949436711803 }, { "x": 3.1, "y": 0.99953748716684 }, { "x": 3.15, "y": 0.99957656893233 }, { "x": 3.2, "y": 0.9996120246243 }, { "x": 3.25, "y": 0.9996442208999 }, { "x": 3.3, "y": 0.99967348428054 }, { "x": 3.35, "y": 0.99970010587934 }, { "x": 3.4, "y": 0.99972434553278 }, { "x": 3.45, "y": 0.99974643541625 }, { "x": 3.5, "y": 0.99976658321244 }, { "x": 3.55, "y": 0.99978497489123 }, { "x": 3.6, "y": 0.99980177715195 }, { "x": 3.65, "y": 0.99981713957165 }, { "x": 3.7, "y": 0.99983119649708 }, { "x": 3.75, "y": 0.99984406871294 }, { "x": 3.8, "y": 0.99985586491455 }, { "x": 3.85, "y": 0.99986668300942 }, { "x": 3.9, "y": 0.99987661126887 }, { "x": 3.94999999999999, "y": 0.99988572934809 }, { "x": 3.99999999999999, "y": 0.99989410919062 } ] }, { "id": 810, "curve_id": "E20.4", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Medium/large lift station", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.27296567588157, "sigma": 0.50000000049122839, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.273, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00028496698042 }, { "x": 0.1, "y": 0.01973568233927 }, { "x": 0.15, "y": 0.10595902967171 }, { "x": 0.2, "y": 0.25049130861319 }, { "x": 0.25, "y": 0.41034508885878 }, { "x": 0.3, "y": 0.55487415739176 }, { "x": 0.35, "y": 0.67230506428846 }, { "x": 0.4, "y": 0.76218536294539 }, { "x": 0.45, "y": 0.82866832149736 }, { "x": 0.5, "y": 0.87690168304245 }, { "x": 0.55, "y": 0.91153327606076 }, { "x": 0.6, "y": 0.93628062247503 }, { "x": 0.65, "y": 0.95394447488803 }, { "x": 0.7, "y": 0.96656758159108 }, { "x": 0.75, "y": 0.97561329965965 }, { "x": 0.8, "y": 0.98211992638285 }, { "x": 0.85, "y": 0.98682091195391 }, { "x": 0.9, "y": 0.99023378186527 }, { "x": 0.95, "y": 0.99272408574587 }, { "x": 1, "y": 0.99455066905164 }, { "x": 1.05, "y": 0.99589745326514 }, { "x": 1.1, "y": 0.99689565819783 }, { "x": 1.15, "y": 0.99763932577888 }, { "x": 1.2, "y": 0.99819617505887 }, { "x": 1.25, "y": 0.99861521000171 }, { "x": 1.3, "y": 0.99893206849677 }, { "x": 1.35, "y": 0.99917279755517 }, { "x": 1.4, "y": 0.99935652898709 }, { "x": 1.45, "y": 0.99949738429737 }, { "x": 1.5, "y": 0.99960583714092 }, { "x": 1.55, "y": 0.9996896924181 }, { "x": 1.6, "y": 0.99975479323269 }, { "x": 1.65, "y": 0.99980553378285 }, { "x": 1.7, "y": 0.99984523321664 }, { "x": 1.75, "y": 0.99987640941385 }, { "x": 1.8, "y": 0.99990098040316 }, { "x": 1.85, "y": 0.99992041321014 }, { "x": 1.9, "y": 0.99993583434253 }, { "x": 1.95, "y": 0.99994811215462 }, { "x": 2, "y": 0.99995791850757 }, { "x": 2.05, "y": 0.99996577512035 }, { "x": 2.1, "y": 0.99997208855263 }, { "x": 2.15, "y": 0.99997717671125 }, { "x": 2.2, "y": 0.99998128901103 }, { "x": 2.25, "y": 0.99998462176601 }, { "x": 2.3, "y": 0.99998732998234 }, { "x": 2.35, "y": 0.99998953642587 }, { "x": 2.4, "y": 0.99999133861839 }, { "x": 2.45, "y": 0.9999928142537 }, { "x": 2.5, "y": 0.99999402540421 }, { "x": 2.55, "y": 0.99999502179852 }, { "x": 2.6, "y": 0.99999584338304 }, { "x": 2.65, "y": 0.99999652233024 }, { "x": 2.7, "y": 0.99999708461754 }, { "x": 2.75, "y": 0.99999755127236 }, { "x": 2.8, "y": 0.9999979393566 }, { "x": 2.85, "y": 0.99999826274719 }, { "x": 2.9, "y": 0.99999853275668 }, { "x": 2.95, "y": 0.99999875862787 }, { "x": 3, "y": 0.99999894792909 }, { "x": 3.05, "y": 0.99999910687087 }, { "x": 3.1, "y": 0.99999924056019 }, { "x": 3.15, "y": 0.99999935320519 }, { "x": 3.2, "y": 0.9999994482803 }, { "x": 3.25, "y": 0.99999952865977 }, { "x": 3.3, "y": 0.99999959672592 }, { "x": 3.35, "y": 0.99999965445701 }, { "x": 3.4, "y": 0.99999970349876 }, { "x": 3.45, "y": 0.99999974522273 }, { "x": 3.5, "y": 0.99999978077401 }, { "x": 3.55, "y": 0.99999981111019 }, { "x": 3.6, "y": 0.99999983703349 }, { "x": 3.65, "y": 0.99999985921701 }, { "x": 3.7, "y": 0.99999987822645 }, { "x": 3.75, "y": 0.99999989453799 }, { "x": 3.8, "y": 0.9999999085531 }, { "x": 3.85, "y": 0.99999992061074 }, { "x": 3.9, "y": 0.99999993099754 }, { "x": 3.94999999999999, "y": 0.99999993995623 }, { "x": 3.99999999999999, "y": 0.99999994769266 } ] }, { "id": 811, "curve_id": "E21.1", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Masonry kindergarten, primary, lower secondary, higher secondary schools and others", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021b)", "source_detail": "Giordano, N., De Luca, F., Sextos, A., Ramirez Cortes, F., Fonseca Ferreira, C., and Wu, J.: Empirical seismic fragility models for Nepalese school buildings, Nat Hazards, 105, 339–362, https://doi.org/10.1007/s11069-020-04312-1, 2021b.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "datapoints_given", "mu": -1.71479842809192, "sigma": 0.92999999999999983, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.08420230665462 }, { "x": 0.1, "y": 0.26368407098992 }, { "x": 0.15, "y": 0.42228759559524 }, { "x": 0.2, "y": 0.54510002513292 }, { "x": 0.25, "y": 0.63804205784479 }, { "x": 0.3, "y": 0.70859158279229 }, { "x": 0.35, "y": 0.76270421665527 }, { "x": 0.4, "y": 0.80472225799728 }, { "x": 0.45, "y": 0.83775153033944 }, { "x": 0.5, "y": 0.86401774222005 }, { "x": 0.55, "y": 0.88513095342709 }, { "x": 0.6, "y": 0.90226990967738 }, { "x": 0.65, "y": 0.91630852032838 }, { "x": 0.7, "y": 0.92790274882625 }, { "x": 0.75, "y": 0.93755079734549 }, { "x": 0.8, "y": 0.94563525565072 }, { "x": 0.85, "y": 0.95245297593641 }, { "x": 0.9, "y": 0.95823650657191 }, { "x": 0.95, "y": 0.96316965292319 }, { "x": 1, "y": 0.96739890328432 } ] }, { "id": 812, "curve_id": "E21.10", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Brick-cement unreinforced masonry two-to-four stories (URM-BC24)", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021a)", "source_detail": "Giordano, N., Luca, F. De, and Sextos, A.: Analytical fragility curves for masonry school building portfolios in Nepal, Bulletin of Earthquake Engineering, 19, 1121–1150, https://doi.org/10.1007/s10518-020-00989-8, 2021a.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "datapoints_given", "mu": -1.60943791243437, "sigma": 0.250000000002708, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.609, σ=0.250, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.468281E-08 }, { "x": 0.1, "y": 0.00278061786231 }, { "x": 0.15, "y": 0.1249220171546 }, { "x": 0.2, "y": 0.5 }, { "x": 0.25, "y": 0.8139573810561 }, { "x": 0.3, "y": 0.9475833823572 }, { "x": 0.35, "y": 0.98740456611426 }, { "x": 0.4, "y": 0.99721938213769 }, { "x": 0.45, "y": 0.99941010348623 }, { "x": 0.5, "y": 0.99987640941385 }, { "x": 0.55, "y": 0.99997399474076 }, { "x": 0.6, "y": 0.99999444730041 }, { "x": 0.65, "y": 0.99999878918864 }, { "x": 0.7, "y": 0.99999972933341 }, { "x": 0.75, "y": 0.99999993783862 }, { "x": 0.8, "y": 0.99999998531719 }, { "x": 0.85, "y": 0.99999999643165 }, { "x": 0.9, "y": 0.99999999910781 }, { "x": 0.95, "y": 0.99999999977059 }, { "x": 1, "y": 0.99999999993937 }, { "x": 1.05, "y": 0.99999999998354 }, { "x": 1.1, "y": 0.99999999999542 }, { "x": 1.15, "y": 0.99999999999869 }, { "x": 1.2, "y": 0.99999999999962 }, { "x": 1.25, "y": 0.99999999999989 }, { "x": 1.3, "y": 0.99999999999996 }, { "x": 1.35, "y": 0.99999999999999 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 813, "curve_id": "E21.11", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "four-story reinforced concrete shear wall building with moment resisting frames", "source_type": "Peer-reviewed", "source_abbrev": "Hancilar et al. (2014)", "source_detail": "Hancilar, U., Çakt, E., Erdik, M., Franco, G. E., and Deodatis, G.: Earthquake vulnerability of school buildings : Probabilistic structural fragility analyses, Soil Dynamics and Earthquake Engineering, 67, 169–178, https://doi.org/10.1016/j.soildyn.2014.09.005, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "datapoints_given", "mu": -1.14256417619729, "sigma": 0.78999999999999981, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Turkey", "hazard_type": "Earthquake", "num_points": 27, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00949359437138 }, { "x": 0.1, "y": 0.07100039241267 }, { "x": 0.15, "y": 0.1697549849043 }, { "x": 0.2, "y": 0.27726710749458 }, { "x": 0.25, "y": 0.37884363826048 }, { "x": 0.3, "y": 0.46902044412381 }, { "x": 0.35, "y": 0.54672647780257 }, { "x": 0.4, "y": 0.61272256785638 }, { "x": 0.45, "y": 0.6684055032666 }, { "x": 0.5, "y": 0.71528198184504 }, { "x": 0.55, "y": 0.75475449249288 }, { "x": 0.6, "y": 0.78804871638131 }, { "x": 0.65, "y": 0.81620289904809 }, { "x": 0.7, "y": 0.84008237472471 }, { "x": 0.75, "y": 0.86040244877718 }, { "x": 0.8, "y": 0.87775224206942 }, { "x": 0.85, "y": 0.89261649778992 }, { "x": 0.9, "y": 0.9053943769787 }, { "x": 0.95, "y": 0.9164151665308 }, { "x": 1, "y": 0.92595118659921 }, { "x": 1.05, "y": 0.93422829895233 }, { "x": 1.1, "y": 0.94143442186571 }, { "x": 1.15, "y": 0.94772641660035 }, { "x": 1.2, "y": 0.95323565639311 }, { "x": 1.25, "y": 0.95807253497025 }, { "x": 1.3, "y": 0.96233012342166 } ] }, { "id": 814, "curve_id": "E21.12", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "four-story reinforced concrete shear wall building with moment resisting frames", "source_type": "Peer-reviewed", "source_abbrev": "Hancilar et al. (2014)", "source_detail": "Hancilar, U., Çakt, E., Erdik, M., Franco, G. E., and Deodatis, G.: Earthquake vulnerability of school buildings : Probabilistic structural fragility analyses, Soil Dynamics and Earthquake Engineering, 67, 169–178, https://doi.org/10.1016/j.soildyn.2014.09.005, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "datapoints_given", "mu": 3.4522073025698941, "sigma": 0.50000000000002054, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.452, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Turkey", "hazard_type": "Earthquake", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 2.52E-12 }, { "x": 2, "y": 1.713225E-08 }, { "x": 3, "y": 1.25577382E-06 }, { "x": 4, "y": 1.799464995E-05 }, { "x": 5, "y": 0.00011410966316 }, { "x": 6, "y": 0.0004486453672 }, { "x": 7, "y": 0.00129512469772 }, { "x": 8, "y": 0.00302064817442 }, { "x": 9, "y": 0.0060371487189 }, { "x": 10, "y": 0.01074553199539 }, { "x": 11, "y": 0.0174885222251 }, { "x": 12, "y": 0.02651961985112 }, { "x": 13, "y": 0.03798892803103 }, { "x": 14, "y": 0.05194293164357 }, { "x": 15, "y": 0.06833402553607 }, { "x": 16, "y": 0.0870357246625 }, { "x": 17, "y": 0.10786027056635 }, { "x": 18, "y": 0.13057629276374 }, { "x": 19, "y": 0.15492504341705 }, { "x": 20, "y": 0.18063440420772 }, { "x": 21, "y": 0.20743035293144 }, { "x": 22, "y": 0.23504589900493 }, { "x": 23, "y": 0.26322768880245 }, { "x": 24, "y": 0.29174057992629 }, { "x": 25, "y": 0.32037051873092 }, { "x": 26, "y": 0.34892605113774 }, { "x": 27, "y": 0.37723876990021 }, { "x": 28, "y": 0.40516296354649 }, { "x": 29, "y": 0.43257469069941 }, { "x": 30, "y": 0.45937046288203 }, { "x": 31, "y": 0.48546568177057 }, { "x": 32, "y": 0.51079294433171 }, { "x": 33, "y": 0.53530030171712 }, { "x": 34, "y": 0.55894953502484 }, { "x": 35, "y": 0.58171449264948 }, { "x": 36, "y": 0.60357951938271 }, { "x": 37, "y": 0.62453799611761 }, { "x": 38, "y": 0.64459100040115 }, { "x": 39, "y": 0.66374609166817 }, { "x": 40, "y": 0.68201622033879 }, { "x": 41, "y": 0.69941875669805 }, { "x": 42, "y": 0.71597463329052 }, { "x": 43, "y": 0.73170759320068 }, { "x": 44, "y": 0.74664353584729 }, { "x": 45, "y": 0.76080995163355 }, { "x": 46, "y": 0.77423543683685 }, { "x": 47, "y": 0.78694928039267 }, { "x": 48, "y": 0.79898111465066 }, { "x": 49, "y": 0.81036062269852 }, { "x": 50, "y": 0.82111729541951 }, { "x": 51, "y": 0.83128023203861 }, { "x": 52, "y": 0.84087797850039 }, { "x": 53, "y": 0.84993839859051 }, { "x": 54, "y": 0.85848857325434 }, { "x": 55, "y": 0.86655472407191 }, { "x": 56, "y": 0.87416215731673 }, { "x": 57, "y": 0.88133522545399 }, { "x": 58, "y": 0.88809730332253 }, { "x": 59, "y": 0.89447077659533 }, { "x": 60, "y": 0.90047704042718 }, { "x": 61, "y": 0.90613650647812 }, { "x": 62, "y": 0.9114686167496 }, { "x": 63, "y": 0.91649186288958 }, { "x": 64, "y": 0.92122380981615 }, { "x": 65, "y": 0.92568112267843 }, { "x": 66, "y": 0.92987959632187 }, { "x": 67, "y": 0.93383418655413 }, { "x": 68, "y": 0.93755904261988 }, { "x": 69, "y": 0.94106754039031 }, { "x": 70, "y": 0.94437231585695 }, { "x": 71, "y": 0.94748529859194 }, { "x": 72, "y": 0.95041774489917 }, { "x": 73, "y": 0.95318027043369 }, { "x": 74, "y": 0.95578288211259 }, { "x": 75, "y": 0.95823500917903 }, { "x": 76, "y": 0.96054553331386 }, { "x": 77, "y": 0.96272281771704 }, { "x": 78, "y": 0.96477473510424 }, { "x": 79, "y": 0.96670869458339 }, { "x": 80, "y": 0.96853166739219 }, { "x": 81, "y": 0.9702502114907 }, { "x": 82, "y": 0.97187049501423 }, { "x": 83, "y": 0.97339831860046 }, { "x": 84, "y": 0.97483913661172 }, { "x": 85, "y": 0.9761980772791 }, { "x": 86, "y": 0.97747996179915 }, { "x": 87, "y": 0.97868932241725 }, { "x": 88, "y": 0.97983041953416 }, { "x": 89, "y": 0.9809072578736 }, { "x": 90, "y": 0.98192360174984 }, { "x": 91, "y": 0.98288298947464 }, { "x": 92, "y": 0.98378874694303 }, { "x": 93, "y": 0.98464400043676 }, { "x": 94, "y": 0.98545168868404 }, { "x": 95, "y": 0.98621457421305 }, { "x": 96, "y": 0.98693525403596 }, { "x": 97, "y": 0.9876161696987 }, { "x": 98, "y": 0.98825961673104 }, { "x": 99, "y": 0.98886775352962 }, { "x": 100, "y": 0.98944260970577 }, { "x": 101, "y": 0.98998609392829 }, { "x": 102, "y": 0.99050000129006 }, { "x": 103, "y": 0.99098602022608 }, { "x": 104, "y": 0.99144573900909 }, { "x": 105, "y": 0.99188065184762 }, { "x": 106, "y": 0.99229216461016 }, { "x": 107, "y": 0.99268160019762 }, { "x": 108, "y": 0.9930502035854 }, { "x": 109, "y": 0.99339914655497 }, { "x": 110, "y": 0.99372953213373 }, { "x": 111, "y": 0.9940423987611 }, { "x": 112, "y": 0.99433872419752 }, { "x": 113, "y": 0.99461942919218 }, { "x": 114, "y": 0.99488538092433 }, { "x": 115, "y": 0.99513739623217 }, { "x": 116, "y": 0.99537624464252 }, { "x": 117, "y": 0.99560265121361 }, { "x": 118, "y": 0.99581729920251 }, { "x": 119, "y": 0.99602083256836 }, { "x": 120, "y": 0.9962138583213 } ] }, { "id": 815, "curve_id": "E21.13", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "four-story reinforced concrete shear wall building with moment resisting frames", "source_type": "Peer-reviewed", "source_abbrev": "Hancilar et al. (2014)", "source_detail": "Hancilar, U., Çakt, E., Erdik, M., Franco, G. E., and Deodatis, G.: Earthquake vulnerability of school buildings : Probabilistic structural fragility analyses, Soil Dynamics and Earthquake Engineering, 67, 169–178, https://doi.org/10.1016/j.soildyn.2014.09.005, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "datapoints_given", "mu": 3.6054977844658009, "sigma": 0.43999997298971921, "method": "Curve fitting", "mu_sigma_quality": 0.99999999999999889, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.605, σ=0.440, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Elastic spectral displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Turkey", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 1, "y": 0 }, { "x": 1.5, "y": 1.8E-13 }, { "x": 2, "y": 1.808E-11 }, { "x": 2.5, "y": 4.9246E-10 }, { "x": 3, "y": 6.08002E-09 }, { "x": 3.5, "y": 4.468122E-08 }, { "x": 4, "y": 2.2837403E-07 }, { "x": 4.5, "y": 8.9427944E-07 }, { "x": 5, "y": 2.85977655E-06 }, { "x": 5.5, "y": 7.80549823E-06 }, { "x": 6, "y": 1.876904448E-05 }, { "x": 6.5, "y": 4.070389555E-05 }, { "x": 7, "y": 8.104024918E-05 }, { "x": 7.5, "y": 0.00015018062918 }, { "x": 8, "y": 0.00026187158234 }, { "x": 8.5, "y": 0.0004334094851 }, { "x": 9, "y": 0.00068565873877 }, { "x": 9.5, "y": 0.00104288048884 }, { "x": 10, "y": 0.00153238678222 }, { "x": 10.5, "y": 0.0021840473995 }, { "x": 11, "y": 0.00302968414672 }, { "x": 11.5, "y": 0.00410239055599 }, { "x": 12, "y": 0.00543581451954 }, { "x": 12.5, "y": 0.00706343831197 }, { "x": 13, "y": 0.00901788566305 }, { "x": 13.5, "y": 0.0113302798379 }, { "x": 14, "y": 0.01402967070792 }, { "x": 14.5, "y": 0.01714254302947 }, { "x": 15, "y": 0.02069241290877 } ] }, { "id": 816, "curve_id": "E21.14", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "RC frame- two story - non-seismic design (especially used for primary and secondary schools)", "source_type": "Peer-reviewed", "source_abbrev": "D'Ayala et al. (2020)", "source_detail": "D’Ayala, D., Galasso, C., Nassirpour, A., Adhikari, R. K., Yamin, L., Fernandez, R., Lo, D., Garciano, L., and Oreta, A.: Resilient communities through safer schools, International Journal of Disaster Risk Reduction, 45, 101446, https://doi.org/10.1016/j.ijdrr.2019.101446, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "figure_given", "mu": -0.318538786219573, "sigma": 0.256976642465581, "method": "Curve fitting", "mu_sigma_quality": 0.99994020732575883, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.319, σ=0.257, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Philippines", "hazard_type": "Earthquake", "num_points": 41, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.004 }, { "x": 0.1, "y": 0.004 }, { "x": 0.15, "y": 0.004 }, { "x": 0.2, "y": 0.005 }, { "x": 0.25, "y": 0.005 }, { "x": 0.3, "y": 0.006 }, { "x": 0.35, "y": 0.008 }, { "x": 0.4, "y": 0.018 }, { "x": 0.45, "y": 0.035 }, { "x": 0.5, "y": 0.074 }, { "x": 0.55, "y": 0.135 }, { "x": 0.6, "y": 0.227 }, { "x": 0.65, "y": 0.334 }, { "x": 0.7, "y": 0.441 }, { "x": 0.75, "y": 0.546 }, { "x": 0.8, "y": 0.643 }, { "x": 0.85, "y": 0.728 }, { "x": 0.9, "y": 0.794 }, { "x": 0.95, "y": 0.854 }, { "x": 1, "y": 0.893 }, { "x": 1.05, "y": 0.92 }, { "x": 1.1, "y": 0.946 }, { "x": 1.15, "y": 0.964 }, { "x": 1.2, "y": 0.98 }, { "x": 1.25, "y": 0.985 }, { "x": 1.3, "y": 0.991 }, { "x": 1.35, "y": 0.996 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 } ] }, { "id": 817, "curve_id": "E21.15", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "RC frame- two story - seismic design (especially used for primary and secondary schools)", "source_type": "Peer-reviewed", "source_abbrev": "D'Ayala et al. (2020)", "source_detail": "D’Ayala, D., Galasso, C., Nassirpour, A., Adhikari, R. K., Yamin, L., Fernandez, R., Lo, D., Garciano, L., and Oreta, A.: Resilient communities through safer schools, International Journal of Disaster Risk Reduction, 45, 101446, https://doi.org/10.1016/j.ijdrr.2019.101446, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "figure_given", "mu": -0.108783214901224, "sigma": 0.252191257504253, "method": "Curve fitting", "mu_sigma_quality": 0.99988346716649568, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.109, σ=0.252, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Philippines", "hazard_type": "Earthquake", "num_points": 41, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0.003 }, { "x": 0.4, "y": 0.008 }, { "x": 0.45, "y": 0.013 }, { "x": 0.5, "y": 0.024 }, { "x": 0.55, "y": 0.039 }, { "x": 0.6, "y": 0.067 }, { "x": 0.65, "y": 0.101 }, { "x": 0.7, "y": 0.164 }, { "x": 0.75, "y": 0.236 }, { "x": 0.8, "y": 0.322 }, { "x": 0.85, "y": 0.416 }, { "x": 0.9, "y": 0.5 }, { "x": 0.95, "y": 0.585 }, { "x": 1, "y": 0.668 }, { "x": 1.05, "y": 0.734 }, { "x": 1.1, "y": 0.79 }, { "x": 1.15, "y": 0.84 }, { "x": 1.2, "y": 0.88 }, { "x": 1.25, "y": 0.908 }, { "x": 1.3, "y": 0.932 }, { "x": 1.35, "y": 0.949 }, { "x": 1.4, "y": 0.962 }, { "x": 1.45, "y": 0.974 }, { "x": 1.5, "y": 0.983 }, { "x": 1.55, "y": 0.99 }, { "x": 1.6, "y": 0.992 }, { "x": 1.65, "y": 0.993 }, { "x": 1.7, "y": 0.994 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 } ] }, { "id": 818, "curve_id": "E21.16", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "RC frame - three story- non-seismic design (especially used for primary and secondary schools)", "source_type": "Peer-reviewed", "source_abbrev": "D'Ayala et al. (2020)", "source_detail": "D’Ayala, D., Galasso, C., Nassirpour, A., Adhikari, R. K., Yamin, L., Fernandez, R., Lo, D., Garciano, L., and Oreta, A.: Resilient communities through safer schools, International Journal of Disaster Risk Reduction, 45, 101446, https://doi.org/10.1016/j.ijdrr.2019.101446, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "figure_given", "mu": -0.62287982674682, "sigma": 0.21712934658197197, "method": "Curve fitting", "mu_sigma_quality": 0.99995584312620878, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.623, σ=0.217, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Philippines", "hazard_type": "Earthquake", "num_points": 41, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0.007 }, { "x": 0.35, "y": 0.031 }, { "x": 0.4, "y": 0.088 }, { "x": 0.45, "y": 0.207 }, { "x": 0.5, "y": 0.373 }, { "x": 0.55, "y": 0.546 }, { "x": 0.6, "y": 0.693 }, { "x": 0.65, "y": 0.823 }, { "x": 0.7, "y": 0.887 }, { "x": 0.75, "y": 0.934 }, { "x": 0.8, "y": 0.963 }, { "x": 0.85, "y": 0.983 }, { "x": 0.9, "y": 0.995 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 } ] }, { "id": 819, "curve_id": "E21.17", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "RC frame - three story- seismic design (especially used for primary and secondary schools)", "source_type": "Peer-reviewed", "source_abbrev": "D'Ayala et al. (2020)", "source_detail": "D’Ayala, D., Galasso, C., Nassirpour, A., Adhikari, R. K., Yamin, L., Fernandez, R., Lo, D., Garciano, L., and Oreta, A.: Resilient communities through safer schools, International Journal of Disaster Risk Reduction, 45, 101446, https://doi.org/10.1016/j.ijdrr.2019.101446, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "figure_given", "mu": -0.463746613684221, "sigma": 0.1779847024269218, "method": "Curve fitting", "mu_sigma_quality": 0.99990264924871053, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.464, σ=0.178, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Philippines", "hazard_type": "Earthquake", "num_points": 41, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0.01 }, { "x": 0.45, "y": 0.039 }, { "x": 0.5, "y": 0.101 }, { "x": 0.55, "y": 0.23 }, { "x": 0.6, "y": 0.382 }, { "x": 0.65, "y": 0.586 }, { "x": 0.7, "y": 0.715 }, { "x": 0.75, "y": 0.839 }, { "x": 0.8, "y": 0.917 }, { "x": 0.85, "y": 0.959 }, { "x": 0.9, "y": 0.982 }, { "x": 0.95, "y": 0.994 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 } ] }, { "id": 820, "curve_id": "E21.18", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Concrete ", "source_type": "Peer-reviewed", "source_abbrev": "Samadian et al. (2019)", "source_detail": "Samadian, D., Ghafory-ashtiany, M., Naderpour, H., and Eghbali, M.: Seismic resilience evaluation based on vulnerability curves for existing and retrofitted typical RC school buildings, Soil Dynamics and Earthquake Engineering, 127, 105844, https://doi.org/10.1016/j.soildyn.2019.105844, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "figure_given", "mu": -0.809633246415363, "sigma": 0.28728016396996547, "method": "Curve fitting", "mu_sigma_quality": 0.99989976735329156, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.810, σ=0.287, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0.001 }, { "x": 0.15, "y": 0.002 }, { "x": 0.2, "y": 0.005 }, { "x": 0.25, "y": 0.022 }, { "x": 0.3, "y": 0.082 }, { "x": 0.35, "y": 0.189 }, { "x": 0.4, "y": 0.356 }, { "x": 0.45, "y": 0.526 }, { "x": 0.5, "y": 0.66 }, { "x": 0.55, "y": 0.774 }, { "x": 0.6, "y": 0.854 }, { "x": 0.65, "y": 0.899 }, { "x": 0.7, "y": 0.932 }, { "x": 0.75, "y": 0.957 }, { "x": 0.8, "y": 0.975 }, { "x": 0.85, "y": 0.986 }, { "x": 0.9, "y": 0.989 }, { "x": 0.95, "y": 0.992 }, { "x": 1, "y": 0.994 }, { "x": 1.05, "y": 0.995 }, { "x": 1.1, "y": 0.996 }, { "x": 1.15, "y": 0.998 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.95, "y": 1 }, { "x": 4, "y": 1 }, { "x": 4.05, "y": 1 }, { "x": 4.1, "y": 1 }, { "x": 4.15, "y": 1 }, { "x": 4.2, "y": 1 }, { "x": 4.25, "y": 1 }, { "x": 4.3, "y": 1 }, { "x": 4.35, "y": 1 }, { "x": 4.4, "y": 1 }, { "x": 4.45, "y": 1 }, { "x": 4.5, "y": 1 }, { "x": 4.55, "y": 1 }, { "x": 4.6, "y": 1 }, { "x": 4.65, "y": 1 }, { "x": 4.7, "y": 1 }, { "x": 4.75, "y": 1 }, { "x": 4.8, "y": 1 }, { "x": 4.85, "y": 1 }, { "x": 4.9, "y": 1 }, { "x": 4.95, "y": 1 }, { "x": 5, "y": 1 } ] }, { "id": 821, "curve_id": "E21.19", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Reinforced concrete", "source_type": "Peer-reviewed", "source_abbrev": "Samadian et al. (2019)", "source_detail": "Samadian, D., Ghafory-ashtiany, M., Naderpour, H., and Eghbali, M.: Seismic resilience evaluation based on vulnerability curves for existing and retrofitted typical RC school buildings, Soil Dynamics and Earthquake Engineering, 127, 105844, https://doi.org/10.1016/j.soildyn.2019.105844, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "figure_given", "mu": -0.646393022892106, "sigma": 0.38642944043364275, "method": "Curve fitting", "mu_sigma_quality": 0.999907324939851, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.646, σ=0.386, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.003 }, { "x": 0.1, "y": 0.003 }, { "x": 0.15, "y": 0.005 }, { "x": 0.2, "y": 0.007 }, { "x": 0.25, "y": 0.026 }, { "x": 0.3, "y": 0.077 }, { "x": 0.35, "y": 0.158 }, { "x": 0.4, "y": 0.249 }, { "x": 0.45, "y": 0.342 }, { "x": 0.5, "y": 0.437 }, { "x": 0.55, "y": 0.556 }, { "x": 0.6, "y": 0.63 }, { "x": 0.65, "y": 0.71 }, { "x": 0.7, "y": 0.781 }, { "x": 0.75, "y": 0.827 }, { "x": 0.8, "y": 0.864 }, { "x": 0.85, "y": 0.894 }, { "x": 0.9, "y": 0.92 }, { "x": 0.95, "y": 0.943 }, { "x": 1, "y": 0.953 }, { "x": 1.05, "y": 0.963 }, { "x": 1.1, "y": 0.972 }, { "x": 1.15, "y": 0.979 }, { "x": 1.2, "y": 0.986 }, { "x": 1.25, "y": 0.989 }, { "x": 1.3, "y": 0.993 }, { "x": 1.35, "y": 0.993 }, { "x": 1.4, "y": 0.994 }, { "x": 1.45, "y": 0.995 }, { "x": 1.5, "y": 0.995 }, { "x": 1.55, "y": 0.996 }, { "x": 1.6, "y": 0.996 }, { "x": 1.65, "y": 0.996 }, { "x": 1.7, "y": 0.996 }, { "x": 1.75, "y": 0.996 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.95, "y": 1 }, { "x": 4, "y": 1 }, { "x": 4.05, "y": 1 }, { "x": 4.1, "y": 1 }, { "x": 4.15, "y": 1 }, { "x": 4.2, "y": 1 }, { "x": 4.25, "y": 1 }, { "x": 4.3, "y": 1 }, { "x": 4.35, "y": 1 }, { "x": 4.4, "y": 1 }, { "x": 4.45, "y": 1 }, { "x": 4.5, "y": 1 }, { "x": 4.55, "y": 1 }, { "x": 4.6, "y": 1 }, { "x": 4.65, "y": 1 }, { "x": 4.7, "y": 1 }, { "x": 4.75, "y": 1 }, { "x": 4.8, "y": 1 }, { "x": 4.85, "y": 1 }, { "x": 4.9, "y": 1 }, { "x": 4.95, "y": 1 }, { "x": 5, "y": 1 } ] }, { "id": 822, "curve_id": "E21.2", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Reinforced steel frame kindergarten, primary, lower secondary, higher secondary schools and others", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021b)", "source_detail": "Giordano, N., De Luca, F., Sextos, A., Ramirez Cortes, F., Fonseca Ferreira, C., and Wu, J.: Empirical seismic fragility models for Nepalese school buildings, Nat Hazards, 105, 339–362, https://doi.org/10.1007/s11069-020-04312-1, 2021b.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "datapoints_given", "mu": -1.30933331998376, "sigma": 1.0399999999999998, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.05245121194846 }, { "x": 0.1, "y": 0.16977626136799 }, { "x": 0.15, "y": 0.28597584433626 }, { "x": 0.2, "y": 0.3864582478955 }, { "x": 0.25, "y": 0.47050479434502 }, { "x": 0.3, "y": 0.54034709177584 }, { "x": 0.35, "y": 0.5985245793186 }, { "x": 0.4, "y": 0.64725705501716 }, { "x": 0.45, "y": 0.68834989247607 }, { "x": 0.5, "y": 0.72323762866255 }, { "x": 0.55, "y": 0.7530537999845 }, { "x": 0.6, "y": 0.77869576327271 }, { "x": 0.65, "y": 0.80087757504638 }, { "x": 0.7, "y": 0.82017118623267 }, { "x": 0.75, "y": 0.83703799107608 }, { "x": 0.8, "y": 0.85185287949865 }, { "x": 0.85, "y": 0.86492260126094 }, { "x": 0.9, "y": 0.87649985023174 }, { "x": 0.95, "y": 0.88679413124048 }, { "x": 1, "y": 0.89598020094063 } ] }, { "id": 823, "curve_id": "E21.20", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Reinforced concrete", "source_type": "Peer-reviewed", "source_abbrev": "Baballëku & Pojani (2008)", "source_detail": "Baballëku, M. and Pojani, N.: Fragility evaluation of existing typified school buildings in Albania, Acta Geodaetica et Geophysica Hungarica, 43, 309–325, https://doi.org/10.1556/AGeod.43.2008.2–3.16, 2008.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "datapoints_given", "mu": 0.62754142346004438, "sigma": 0.54400000000842175, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.628, σ=0.544, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Elastic spectral displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Albania", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.5, "y": 0.00759669068566 }, { "x": 1, "y": 0.12433849933677 }, { "x": 1.5, "y": 0.34155295550675 }, { "x": 2, "y": 0.54799559752239 }, { "x": 2.5, "y": 0.70221755709342 }, { "x": 3, "y": 0.80673821758509 }, { "x": 3.5, "y": 0.87478473939515 }, { "x": 4, "y": 0.91845685734254 }, { "x": 4.5, "y": 0.94644057662745 }, { "x": 5, "y": 0.96445927733404 }, { "x": 5.5, "y": 0.97615718521036 }, { "x": 6, "y": 0.98382692769337 }, { "x": 6.5, "y": 0.9889092083801 }, { "x": 7, "y": 0.99231352920216 }, { "x": 7.5, "y": 0.99461844159011 }, { "x": 8, "y": 0.99619538041651 }, { "x": 8.5, "y": 0.9972852034491 }, { "x": 9, "y": 0.99804570850629 }, { "x": 9.5, "y": 0.99858134451761 }, { "x": 10, "y": 0.99896195011513 }, { "x": 10.5, "y": 0.9992346836753 }, { "x": 11, "y": 0.99943169303431 }, { "x": 11.5, "y": 0.99957509490597 }, { "x": 12, "y": 0.99968023924003 }, { "x": 12.5, "y": 0.99975786970449 }, { "x": 13, "y": 0.9998155668788 }, { "x": 13.5, "y": 0.99985872098151 }, { "x": 14, "y": 0.99989119319647 }, { "x": 14.5, "y": 0.99991576905014 }, { "x": 15, "y": 0.99993447173019 } ] }, { "id": 824, "curve_id": "E21.21", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Hospitals", "ci_detail": "Near-field (i.e., less than 10 km from the fault)", "source_type": "Peer-reviewed", "source_abbrev": "Ranjbar & Naderpour (2020)", "source_detail": "Ranjbar, P. R. and Naderpour, H.: Probabilistic evaluation of seismic resilience for typical vital buildings in terms of vulnerability curves, Structures, 23, 314–323, https://doi.org/10.1016/j.istruc.2019.10.017, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "figure_given", "mu": -2.68223641649819, "sigma": 0.30726655722081408, "method": "Curve fitting", "mu_sigma_quality": 0.99995948440795923, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.682, σ=0.307, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 51, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.154 }, { "x": 0.1, "y": 0.891 }, { "x": 0.15, "y": 1 }, { "x": 0.2, "y": 1 }, { "x": 0.25, "y": 1 }, { "x": 0.3, "y": 1 }, { "x": 0.35, "y": 1 }, { "x": 0.4, "y": 1 }, { "x": 0.45, "y": 1 }, { "x": 0.5, "y": 1 }, { "x": 0.55, "y": 1 }, { "x": 0.6, "y": 1 }, { "x": 0.65, "y": 1 }, { "x": 0.7, "y": 1 }, { "x": 0.75, "y": 1 }, { "x": 0.8, "y": 1 }, { "x": 0.85, "y": 1 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 } ] }, { "id": 825, "curve_id": "E21.22", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Hospitals", "ci_detail": "Far-field (i.e., equal or greater than 10 km from the fault)", "source_type": "Peer-reviewed", "source_abbrev": "Ranjbar & Naderpour (2020)", "source_detail": "Ranjbar, P. R. and Naderpour, H.: Probabilistic evaluation of seismic resilience for typical vital buildings in terms of vulnerability curves, Structures, 23, 314–323, https://doi.org/10.1016/j.istruc.2019.10.017, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "figure_given", "mu": -2.47231806690199, "sigma": 0.49283848992989321, "method": "Curve fitting", "mu_sigma_quality": 0.99945485755271368, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.472, σ=0.493, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 51, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.136 }, { "x": 0.1, "y": 0.647 }, { "x": 0.15, "y": 0.866 }, { "x": 0.2, "y": 0.959 }, { "x": 0.25, "y": 0.985 }, { "x": 0.3, "y": 0.989 }, { "x": 0.35, "y": 0.992 }, { "x": 0.4, "y": 0.995 }, { "x": 0.45, "y": 0.999 }, { "x": 0.5, "y": 1 }, { "x": 0.55, "y": 1 }, { "x": 0.6, "y": 1 }, { "x": 0.65, "y": 1 }, { "x": 0.7, "y": 1 }, { "x": 0.75, "y": 1 }, { "x": 0.8, "y": 1 }, { "x": 0.85, "y": 1 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 } ] }, { "id": 826, "curve_id": "E21.3", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Steel frame kindergarten, primary, lower secondary, higher secondary schools and others", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021b)", "source_detail": "Giordano, N., De Luca, F., Sextos, A., Ramirez Cortes, F., Fonseca Ferreira, C., and Wu, J.: Empirical seismic fragility models for Nepalese school buildings, Nat Hazards, 105, 339–362, https://doi.org/10.1007/s11069-020-04312-1, 2021b.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "datapoints_given", "mu": -2.12026353620009, "sigma": 1.2400000000000042, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.120, σ=1.240, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.2400868626703 }, { "x": 0.1, "y": 0.44155278390158 }, { "x": 0.15, "y": 0.57140584656451 }, { "x": 0.2, "y": 0.65981421741881 }, { "x": 0.25, "y": 0.72304478074467 }, { "x": 0.3, "y": 0.7700295406851 }, { "x": 0.35, "y": 0.80600251522722 }, { "x": 0.4, "y": 0.83421236779564 }, { "x": 0.45, "y": 0.85677283805848 }, { "x": 0.5, "y": 0.8751133701007 }, { "x": 0.55, "y": 0.89023208843933 }, { "x": 0.6, "y": 0.90284495797358 }, { "x": 0.65, "y": 0.91347746341234 }, { "x": 0.7, "y": 0.92252299110745 }, { "x": 0.75, "y": 0.93028115771803 }, { "x": 0.8, "y": 0.93698364893716 }, { "x": 0.85, "y": 0.94281204732843 }, { "x": 0.9, "y": 0.9479103877783 }, { "x": 0.95, "y": 0.95239416268414 }, { "x": 1, "y": 0.95635688725666 } ] }, { "id": 827, "curve_id": "E21.4", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Timber frame kindergarten, primary, lower secondary, higher secondary schools and others", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021b)", "source_detail": "Giordano, N., De Luca, F., Sextos, A., Ramirez Cortes, F., Fonseca Ferreira, C., and Wu, J.: Empirical seismic fragility models for Nepalese school buildings, Nat Hazards, 105, 339–362, https://doi.org/10.1007/s11069-020-04312-1, 2021b.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "datapoints_given", "mu": -1.13943428318771, "sigma": 1.2500000000014106, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.139, σ=1.250, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0687668271441 }, { "x": 0.1, "y": 0.17605078927919 }, { "x": 0.15, "y": 0.27220805331128 }, { "x": 0.2, "y": 0.35345736877259 }, { "x": 0.25, "y": 0.42172281117778 }, { "x": 0.3, "y": 0.47941143186828 }, { "x": 0.35, "y": 0.52857558408415 }, { "x": 0.4, "y": 0.57084066654103 }, { "x": 0.45, "y": 0.60747394579804 }, { "x": 0.5, "y": 0.63946520746947 }, { "x": 0.55, "y": 0.6675935273678 }, { "x": 0.6, "y": 0.69247811374456 }, { "x": 0.65, "y": 0.71461610386339 }, { "x": 0.7, "y": 0.73441056635967 }, { "x": 0.75, "y": 0.7521913479511 }, { "x": 0.8, "y": 0.76823072237457 }, { "x": 0.85, "y": 0.78275525143676 }, { "x": 0.9, "y": 0.79595486545218 }, { "x": 0.95, "y": 0.80798988393573 }, { "x": 1, "y": 0.81899649566687 } ] }, { "id": 828, "curve_id": "E21.5", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Rubber stone mud unreinforced masonry single story (URM-SM1)", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021a)", "source_detail": "Giordano, N., Luca, F. De, and Sextos, A.: Analytical fragility curves for masonry school building portfolios in Nepal, Bulletin of Earthquake Engineering, 19, 1121–1150, https://doi.org/10.1007/s10518-020-00989-8, 2021a.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "datapoints_given", "mu": -2.12026353620014, "sigma": 0.38000000000028983, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.120, σ=0.380, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01061510872195 }, { "x": 0.1, "y": 0.3156870925503 }, { "x": 0.15, "y": 0.72147197607255 }, { "x": 0.2, "y": 0.9105707396209 }, { "x": 0.25, "y": 0.97328924124038 }, { "x": 0.3, "y": 0.99205192889568 }, { "x": 0.35, "y": 0.99757590454605 }, { "x": 0.4, "y": 0.99923346445917 }, { "x": 0.45, "y": 0.99974770213981 }, { "x": 0.5, "y": 0.99991352607169 }, { "x": 0.55, "y": 0.99996917251956 }, { "x": 0.6, "y": 0.99998859085686 }, { "x": 0.65, "y": 0.99999562583582 }, { "x": 0.7, "y": 0.99999826655409 }, { "x": 0.75, "y": 0.99999929144413 }, { "x": 0.8, "y": 0.99999970186449 }, { "x": 0.85, "y": 0.99999987111064 }, { "x": 0.9, "y": 0.99999994284756 }, { "x": 0.95, "y": 0.99999997404757 }, { "x": 1, "y": 0.99999998794922 }, { "x": 1.05, "y": 0.99999999428564 }, { "x": 1.1, "y": 0.99999999723621 }, { "x": 1.15, "y": 0.99999999863812 }, { "x": 1.2, "y": 0.999999999317 }, { "x": 1.25, "y": 0.9999999996517 }, { "x": 1.3, "y": 0.99999999981956 }, { "x": 1.35, "y": 0.99999999990511 }, { "x": 1.4, "y": 0.99999999994938 }, { "x": 1.45, "y": 0.99999999997263 }, { "x": 1.5, "y": 0.99999999998501 }, { "x": 1.55, "y": 0.99999999999169 }, { "x": 1.6, "y": 0.99999999999534 }, { "x": 1.65, "y": 0.99999999999735 }, { "x": 1.7, "y": 0.99999999999848 }, { "x": 1.75, "y": 0.99999999999912 }, { "x": 1.8, "y": 0.99999999999949 }, { "x": 1.85, "y": 0.9999999999997 }, { "x": 1.9, "y": 0.99999999999982 }, { "x": 1.95, "y": 0.99999999999989 }, { "x": 2, "y": 0.99999999999993 }, { "x": 2.05, "y": 0.99999999999996 }, { "x": 2.1, "y": 0.99999999999998 }, { "x": 2.15, "y": 0.99999999999998 }, { "x": 2.2, "y": 0.99999999999999 }, { "x": 2.25, "y": 0.99999999999999 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 829, "curve_id": "E21.6", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Rubber stone mud unreinforced masonry two to three stories (URM-SM23) ", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021a)", "source_detail": "Giordano, N., Luca, F. De, and Sextos, A.: Analytical fragility curves for masonry school building portfolios in Nepal, Bulletin of Earthquake Engineering, 19, 1121–1150, https://doi.org/10.1007/s10518-020-00989-8, 2021a.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "datapoints_given", "mu": -2.20727491320844, "sigma": 0.35000000013174681, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.207, σ=0.350, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01213792141825 }, { "x": 0.1, "y": 0.39268998887893 }, { "x": 0.15, "y": 0.81223351769437 }, { "x": 0.2, "y": 0.95619163579339 }, { "x": 0.25, "y": 0.99050325510443 }, { "x": 0.3, "y": 0.9979253169475 }, { "x": 0.35, "y": 0.9995285089509 }, { "x": 0.4, "y": 0.99988722161293 }, { "x": 0.45, "y": 0.99997151829662 }, { "x": 0.5, "y": 0.99999241065792 }, { "x": 0.55, "y": 0.99999787119915 }, { "x": 0.6, "y": 0.99999937328145 }, { "x": 0.65, "y": 0.99999980695528 }, { "x": 0.7, "y": 0.99999993797608 }, { "x": 0.75, "y": 0.99999997927395 }, { "x": 0.8, "y": 0.9999999928161 }, { "x": 0.85, "y": 0.99999999742359 }, { "x": 0.9, "y": 0.99999999904611 }, { "x": 0.95, "y": 0.99999999963615 }, { "x": 1, "y": 0.99999999985729 }, { "x": 1.05, "y": 0.99999999994254 }, { "x": 1.1, "y": 0.99999999997629 }, { "x": 1.15, "y": 0.99999999998999 }, { "x": 1.2, "y": 0.99999999999568 }, { "x": 1.25, "y": 0.9999999999981 }, { "x": 1.3, "y": 0.99999999999914 }, { "x": 1.35, "y": 0.99999999999961 }, { "x": 1.4, "y": 0.99999999999982 }, { "x": 1.45, "y": 0.99999999999991 }, { "x": 1.5, "y": 0.99999999999996 }, { "x": 1.55, "y": 0.99999999999998 }, { "x": 1.6, "y": 0.99999999999999 }, { "x": 1.65, "y": 0.99999999999999 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 830, "curve_id": "E21.7", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Brick-mud unreinforced masonry single story (URM-BM1)", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021a)", "source_detail": "Giordano, N., Luca, F. De, and Sextos, A.: Analytical fragility curves for masonry school building portfolios in Nepal, Bulletin of Earthquake Engineering, 19, 1121–1150, https://doi.org/10.1007/s10518-020-00989-8, 2021a.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "datapoints_given", "mu": -2.12026353620075, "sigma": 0.34000000000449704, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.120, σ=0.340, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00501333689053 }, { "x": 0.1, "y": 0.29589638986257 }, { "x": 0.15, "y": 0.7441859087903 }, { "x": 0.2, "y": 0.93350673457649 }, { "x": 0.25, "y": 0.98456455134683 }, { "x": 0.3, "y": 0.99648028051346 }, { "x": 0.35, "y": 0.99917904508388 }, { "x": 0.4, "y": 0.99980076608075 }, { "x": 0.45, "y": 0.9999493625884 }, { "x": 0.5, "y": 0.9999865002217 }, { "x": 0.55, "y": 0.99999622786699 }, { "x": 0.6, "y": 0.99999889736136 }, { "x": 0.65, "y": 0.99999966360987 }, { "x": 0.7, "y": 0.99999989316013 }, { "x": 0.75, "y": 0.99999996476047 }, { "x": 0.8, "y": 0.99999998795779 }, { "x": 0.85, "y": 0.99999999574601 }, { "x": 0.9, "y": 0.99999999844974 }, { "x": 0.95, "y": 0.99999999941829 }, { "x": 1, "y": 0.99999999977565 }, { "x": 1.05, "y": 0.99999999991121 }, { "x": 1.1, "y": 0.99999999996399 }, { "x": 1.15, "y": 0.99999999998506 }, { "x": 1.2, "y": 0.99999999999366 }, { "x": 1.25, "y": 0.99999999999726 }, { "x": 1.3, "y": 0.99999999999879 }, { "x": 1.35, "y": 0.99999999999946 }, { "x": 1.4, "y": 0.99999999999975 }, { "x": 1.45, "y": 0.99999999999988 }, { "x": 1.5, "y": 0.99999999999995 }, { "x": 1.55, "y": 0.99999999999997 }, { "x": 1.6, "y": 0.99999999999999 }, { "x": 1.65, "y": 0.99999999999999 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 831, "curve_id": "E21.8", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Brick-mud unreinforced masonry two-to-four stories (URM-BM24)", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021a)", "source_detail": "Giordano, N., Luca, F. De, and Sextos, A.: Analytical fragility curves for masonry school building portfolios in Nepal, Bulletin of Earthquake Engineering, 19, 1121–1150, https://doi.org/10.1007/s10518-020-00989-8, 2021a.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "datapoints_given", "mu": -2.30258509299405, "sigma": 0.32000000000004231, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.303, σ=0.320, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01515234842901 }, { "x": 0.1, "y": 0.5 }, { "x": 0.15, "y": 0.89743638217118 }, { "x": 0.2, "y": 0.98484765157099 }, { "x": 0.25, "y": 0.99790445102862 }, { "x": 0.3, "y": 0.99970170877989 }, { "x": 0.35, "y": 0.99995477621078 }, { "x": 0.4, "y": 0.99999261765264 }, { "x": 0.45, "y": 0.99999870073231 }, { "x": 0.5, "y": 0.99999975411138 }, { "x": 0.55, "y": 0.99999995016864 }, { "x": 0.6, "y": 0.99999998923584 }, { "x": 0.65, "y": 0.99999999753298 }, { "x": 0.7, "y": 0.99999999940271 }, { "x": 0.75, "y": 0.99999999984785 }, { "x": 0.8, "y": 0.99999999995937 }, { "x": 0.85, "y": 0.99999999998867 }, { "x": 0.9, "y": 0.99999999999671 }, { "x": 0.95, "y": 0.99999999999901 }, { "x": 1, "y": 0.99999999999969 }, { "x": 1.05, "y": 0.9999999999999 }, { "x": 1.1, "y": 0.99999999999997 }, { "x": 1.15, "y": 0.99999999999999 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 832, "curve_id": "E21.9", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Brick-cement unreinforced masonry single story (URM-BC1)", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021a)", "source_detail": "Giordano, N., Luca, F. De, and Sextos, A.: Analytical fragility curves for masonry school building portfolios in Nepal, Bulletin of Earthquake Engineering, 19, 1121–1150, https://doi.org/10.1007/s10518-020-00989-8, 2021a.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "datapoints_given", "mu": -0.941608539932943, "sigma": 0.21000000063034574, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.942, σ=0.210, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 4.561E-11 }, { "x": 0.15, "y": 2.68160113E-06 }, { "x": 0.2, "y": 0.00073601991144 }, { "x": 0.25, "y": 0.0171065334172 }, { "x": 0.3, "y": 0.10576787836766 }, { "x": 0.35, "y": 0.30317072691293 }, { "x": 0.4, "y": 0.54798061572706 }, { "x": 0.45, "y": 0.75220109599185 }, { "x": 0.5, "y": 0.88162501483476 }, { "x": 0.55, "y": 0.94918553090392 }, { "x": 0.6, "y": 0.97988342744477 }, { "x": 0.65, "y": 0.99250256573832 }, { "x": 0.7, "y": 0.99732689776444 }, { "x": 0.75, "y": 0.99907695097461 }, { "x": 0.8, "y": 0.99968834356037 }, { "x": 0.85, "y": 0.99989635012307 }, { "x": 0.9, "y": 0.99996585029464 }, { "x": 0.95, "y": 0.99998880389942 }, { "x": 1, "y": 0.99999633459308 }, { "x": 1.05, "y": 0.99999879845616 }, { "x": 1.1, "y": 0.99999960476999 }, { "x": 1.15, "y": 0.99999986932781 }, { "x": 1.2, "y": 0.99999995651786 }, { "x": 1.25, "y": 0.99999998542265 }, { "x": 1.3, "y": 0.99999999507245 }, { "x": 1.35, "y": 0.99999999831952 }, { "x": 1.4, "y": 0.99999999942153 }, { "x": 1.45, "y": 0.99999999979894 }, { "x": 1.5, "y": 0.99999999992942 }, { "x": 1.55, "y": 0.99999999997497 }, { "x": 1.6, "y": 0.99999999999104 }, { "x": 1.65, "y": 0.99999999999676 }, { "x": 1.7, "y": 0.99999999999881 }, { "x": 1.75, "y": 0.99999999999956 }, { "x": 1.8, "y": 0.99999999999984 }, { "x": 1.85, "y": 0.99999999999994 }, { "x": 1.9, "y": 0.99999999999998 }, { "x": 1.95, "y": 0.99999999999999 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 833, "curve_id": "E4.1", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.916290731990573, "sigma": 0.20000000103576993, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.916, σ=0.200, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 2.08E-12 }, { "x": 0.15, "y": 4.6917276E-07 }, { "x": 0.2, "y": 0.00026439120652 }, { "x": 0.25, "y": 0.00938624792901 }, { "x": 0.3, "y": 0.07515882710817 }, { "x": 0.35, "y": 0.25217629377407 }, { "x": 0.4, "y": 0.5 }, { "x": 0.45, "y": 0.72204091235902 }, { "x": 0.5, "y": 0.86772851627996 }, { "x": 0.55, "y": 0.94433782369203 }, { "x": 0.6, "y": 0.9786854344045 }, { "x": 0.65, "y": 0.99239917548639 }, { "x": 0.7, "y": 0.9974296226491 }, { "x": 0.75, "y": 0.99916399446918 }, { "x": 0.8, "y": 0.99973560879348 }, { "x": 0.85, "y": 0.99991800225913 }, { "x": 0.9, "y": 0.99997489540443 }, { "x": 0.95, "y": 0.9999923729636 }, { "x": 1, "y": 0.99999769122533 }, { "x": 1.05, "y": 0.99999930140292 }, { "x": 1.1, "y": 0.99999978816684 }, { "x": 1.15, "y": 0.99999993550084 }, { "x": 1.2, "y": 0.99999998024874 }, { "x": 1.25, "y": 0.99999999390943 }, { "x": 1.3, "y": 0.99999999810692 }, { "x": 1.35, "y": 0.99999999940645 }, { "x": 1.4, "y": 0.99999999981216 }, { "x": 1.45, "y": 0.99999999993998 }, { "x": 1.5, "y": 0.99999999998062 }, { "x": 1.55, "y": 0.99999999999368 }, { "x": 1.6, "y": 0.99999999999792 }, { "x": 1.65, "y": 0.99999999999931 }, { "x": 1.7, "y": 0.99999999999977 }, { "x": 1.75, "y": 0.99999999999992 }, { "x": 1.8, "y": 0.99999999999997 }, { "x": 1.85, "y": 0.99999999999999 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 834, "curve_id": "E4.2", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.56064774954575, "sigma": 0.5500000073360034, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.561, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00453711784519 }, { "x": 0.1, "y": 0.08867217843979 }, { "x": 0.15, "y": 0.2703457304739 }, { "x": 0.2, "y": 0.46465643514837 }, { "x": 0.25, "y": 0.62438053534089 }, { "x": 0.3, "y": 0.74166916163361 }, { "x": 0.35, "y": 0.82349685335213 }, { "x": 0.4, "y": 0.87931276310364 }, { "x": 0.45, "y": 0.91708213888581 }, { "x": 0.5, "y": 0.94263372623088 }, { "x": 0.55, "y": 0.95998956533716 }, { "x": 0.6, "y": 0.97185395436432 }, { "x": 0.65, "y": 0.98002665286685 }, { "x": 0.7, "y": 0.98570308672239 }, { "x": 0.75, "y": 0.98967937993446 }, { "x": 0.8, "y": 0.99248853495256 }, { "x": 0.85, "y": 0.99448981743768 }, { "x": 0.9, "y": 0.99592722969938 }, { "x": 0.95, "y": 0.9969678182447 }, { "x": 1, "y": 0.9977268771899 }, { "x": 1.05, "y": 0.99828462853145 }, { "x": 1.1, "y": 0.99869733777587 }, { "x": 1.15, "y": 0.99900477641246 }, { "x": 1.2, "y": 0.99923527038345 }, { "x": 1.25, "y": 0.99940914198328 }, { "x": 1.3, "y": 0.99954107458222 }, { "x": 1.35, "y": 0.99964174965409 }, { "x": 1.4, "y": 0.99971898848101 }, { "x": 1.45, "y": 0.99977855418076 }, { "x": 1.5, "y": 0.99982471908168 }, { "x": 1.55, "y": 0.99986066883368 }, { "x": 1.6, "y": 0.99988879213152 }, { "x": 1.65, "y": 0.9999108897509 }, { "x": 1.7, "y": 0.99992832629513 }, { "x": 1.75, "y": 0.99994214100636 }, { "x": 1.8, "y": 0.9999531291469 }, { "x": 1.85, "y": 0.99996190209662 }, { "x": 1.9, "y": 0.99996893196903 }, { "x": 1.95, "y": 0.99997458490436 }, { "x": 2, "y": 0.99997914603643 }, { "x": 2.05, "y": 0.99998283830524 }, { "x": 2.1, "y": 0.99998583669794 }, { "x": 2.15, "y": 0.99998827907725 }, { "x": 2.2, "y": 0.99999027445073 }, { "x": 2.25, "y": 0.99999190931203 }, { "x": 2.3, "y": 0.99999325252343 }, { "x": 2.35, "y": 0.99999435908988 }, { "x": 2.4, "y": 0.99999527308726 }, { "x": 2.45, "y": 0.99999602994278 }, { "x": 2.5, "y": 0.99999665821721 }, { "x": 2.55, "y": 0.99999718100252 }, { "x": 2.6, "y": 0.99999761702161 }, { "x": 2.65, "y": 0.99999798149649 }, { "x": 2.7, "y": 0.99999828683578 }, { "x": 2.75, "y": 0.99999854318084 }, { "x": 2.8, "y": 0.99999875884084 }, { "x": 2.85, "y": 0.99999894064041 }, { "x": 2.9, "y": 0.99999909419824 }, { "x": 2.95, "y": 0.99999922415084 }, { "x": 3, "y": 0.99999933433289 }, { "x": 3.05, "y": 0.99999942792288 }, { "x": 3.1, "y": 0.99999950756103 }, { "x": 3.15, "y": 0.99999957544502 }, { "x": 3.2, "y": 0.9999996334079 }, { "x": 3.25, "y": 0.99999968298164 }, { "x": 3.3, "y": 0.99999972544905 }, { "x": 3.35, "y": 0.99999976188633 }, { "x": 3.4, "y": 0.99999979319804 }, { "x": 3.45, "y": 0.99999982014584 }, { "x": 3.5, "y": 0.99999984337219 }, { "x": 3.55, "y": 0.99999986341993 }, { "x": 3.6, "y": 0.99999988074854 }, { "x": 3.65, "y": 0.99999989574755 }, { "x": 3.7, "y": 0.99999990874771 }, { "x": 3.75, "y": 0.99999992003035 }, { "x": 3.8, "y": 0.99999992983509 }, { "x": 3.85, "y": 0.99999993836637 }, { "x": 3.9, "y": 0.99999994579884 }, { "x": 3.94999999999999, "y": 0.99999995228194 }, { "x": 3.99999999999999, "y": 0.9999999579437 } ] }, { "id": 835, "curve_id": "E4.3", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "figure_given", "mu": -0.927527527284319, "sigma": 0.20446870447036508, "method": "Curve fitting", "mu_sigma_quality": 0.99993856592514, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.928, σ=0.204, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0.007 }, { "x": 0.25, "y": 0.016 }, { "x": 0.3, "y": 0.084 }, { "x": 0.35, "y": 0.27 }, { "x": 0.4, "y": 0.532 }, { "x": 0.45, "y": 0.73 }, { "x": 0.5, "y": 0.88 }, { "x": 0.55, "y": 0.94 }, { "x": 0.6, "y": 0.973 }, { "x": 0.65, "y": 0.989 }, { "x": 0.7, "y": 0.997 }, { "x": 0.75, "y": 1 }, { "x": 0.8, "y": 1 }, { "x": 0.85, "y": 1 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 836, "curve_id": "E4.4", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "figure_given", "mu": -1.41060714390156, "sigma": 0.1885000001212572, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.411, σ=0.189, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 1.11170979E-06 }, { "x": 0.15, "y": 0.00492615745614 }, { "x": 0.2, "y": 0.14575722709784 }, { "x": 0.25, "y": 0.55131337360833 }, { "x": 0.3, "y": 0.86350511243166 }, { "x": 0.35, "y": 0.97218857297451 }, { "x": 0.4, "y": 0.99563394866366 }, { "x": 0.45, "y": 0.99941729211686 }, { "x": 0.5, "y": 0.99992942764235 }, { "x": 0.55, "y": 0.9999919026485 }, { "x": 0.6, "y": 0.9999990941879 }, { "x": 0.65, "y": 0.99999989928146 }, { "x": 0.7, "y": 0.99999998872162 }, { "x": 0.75, "y": 0.99999999871672 }, { "x": 0.8, "y": 0.99999999985074 }, { "x": 0.85, "y": 0.99999999998218 }, { "x": 0.9, "y": 0.99999999999781 }, { "x": 0.95, "y": 0.99999999999972 }, { "x": 1, "y": 0.99999999999996 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 837, "curve_id": "E5.1", "sector": "Energy", "ci_type": "Cable", "ci_desc": "Distribution circuit", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.916290731990573, "sigma": 0.20000000103576993, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.916, σ=0.200, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 2.08E-12 }, { "x": 0.15, "y": 4.6917276E-07 }, { "x": 0.2, "y": 0.00026439120652 }, { "x": 0.25, "y": 0.00938624792901 }, { "x": 0.3, "y": 0.07515882710817 }, { "x": 0.35, "y": 0.25217629377407 }, { "x": 0.4, "y": 0.5 }, { "x": 0.45, "y": 0.72204091235902 }, { "x": 0.5, "y": 0.86772851627996 }, { "x": 0.55, "y": 0.94433782369203 }, { "x": 0.6, "y": 0.9786854344045 }, { "x": 0.65, "y": 0.99239917548639 }, { "x": 0.7, "y": 0.9974296226491 }, { "x": 0.75, "y": 0.99916399446918 }, { "x": 0.8, "y": 0.99973560879348 }, { "x": 0.85, "y": 0.99991800225913 }, { "x": 0.9, "y": 0.99997489540443 }, { "x": 0.95, "y": 0.9999923729636 }, { "x": 1, "y": 0.99999769122533 }, { "x": 1.05, "y": 0.99999930140292 }, { "x": 1.1, "y": 0.99999978816684 }, { "x": 1.15, "y": 0.99999993550084 }, { "x": 1.2, "y": 0.99999998024874 }, { "x": 1.25, "y": 0.99999999390943 }, { "x": 1.3, "y": 0.99999999810692 }, { "x": 1.35, "y": 0.99999999940645 }, { "x": 1.4, "y": 0.99999999981216 }, { "x": 1.45, "y": 0.99999999993998 }, { "x": 1.5, "y": 0.99999999998062 }, { "x": 1.55, "y": 0.99999999999368 }, { "x": 1.6, "y": 0.99999999999792 }, { "x": 1.65, "y": 0.99999999999931 }, { "x": 1.7, "y": 0.99999999999977 }, { "x": 1.75, "y": 0.99999999999992 }, { "x": 1.8, "y": 0.99999999999997 }, { "x": 1.85, "y": 0.99999999999999 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 838, "curve_id": "E5.2", "sector": "Energy", "ci_type": "Cable", "ci_desc": "Distribution circuit", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.56064774954575, "sigma": 0.5500000073360034, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.561, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00453711784519 }, { "x": 0.1, "y": 0.08867217843979 }, { "x": 0.15, "y": 0.2703457304739 }, { "x": 0.2, "y": 0.46465643514837 }, { "x": 0.25, "y": 0.62438053534089 }, { "x": 0.3, "y": 0.74166916163361 }, { "x": 0.35, "y": 0.82349685335213 }, { "x": 0.4, "y": 0.87931276310364 }, { "x": 0.45, "y": 0.91708213888581 }, { "x": 0.5, "y": 0.94263372623088 }, { "x": 0.55, "y": 0.95998956533716 }, { "x": 0.6, "y": 0.97185395436432 }, { "x": 0.65, "y": 0.98002665286685 }, { "x": 0.7, "y": 0.98570308672239 }, { "x": 0.75, "y": 0.98967937993446 }, { "x": 0.8, "y": 0.99248853495256 }, { "x": 0.85, "y": 0.99448981743768 }, { "x": 0.9, "y": 0.99592722969938 }, { "x": 0.95, "y": 0.9969678182447 }, { "x": 1, "y": 0.9977268771899 }, { "x": 1.05, "y": 0.99828462853145 }, { "x": 1.1, "y": 0.99869733777587 }, { "x": 1.15, "y": 0.99900477641246 }, { "x": 1.2, "y": 0.99923527038345 }, { "x": 1.25, "y": 0.99940914198328 }, { "x": 1.3, "y": 0.99954107458222 }, { "x": 1.35, "y": 0.99964174965409 }, { "x": 1.4, "y": 0.99971898848101 }, { "x": 1.45, "y": 0.99977855418076 }, { "x": 1.5, "y": 0.99982471908168 }, { "x": 1.55, "y": 0.99986066883368 }, { "x": 1.6, "y": 0.99988879213152 }, { "x": 1.65, "y": 0.9999108897509 }, { "x": 1.7, "y": 0.99992832629513 }, { "x": 1.75, "y": 0.99994214100636 }, { "x": 1.8, "y": 0.9999531291469 }, { "x": 1.85, "y": 0.99996190209662 }, { "x": 1.9, "y": 0.99996893196903 }, { "x": 1.95, "y": 0.99997458490436 }, { "x": 2, "y": 0.99997914603643 }, { "x": 2.05, "y": 0.99998283830524 }, { "x": 2.1, "y": 0.99998583669794 }, { "x": 2.15, "y": 0.99998827907725 }, { "x": 2.2, "y": 0.99999027445073 }, { "x": 2.25, "y": 0.99999190931203 }, { "x": 2.3, "y": 0.99999325252343 }, { "x": 2.35, "y": 0.99999435908988 }, { "x": 2.4, "y": 0.99999527308726 }, { "x": 2.45, "y": 0.99999602994278 }, { "x": 2.5, "y": 0.99999665821721 }, { "x": 2.55, "y": 0.99999718100252 }, { "x": 2.6, "y": 0.99999761702161 }, { "x": 2.65, "y": 0.99999798149649 }, { "x": 2.7, "y": 0.99999828683578 }, { "x": 2.75, "y": 0.99999854318084 }, { "x": 2.8, "y": 0.99999875884084 }, { "x": 2.85, "y": 0.99999894064041 }, { "x": 2.9, "y": 0.99999909419824 }, { "x": 2.95, "y": 0.99999922415084 }, { "x": 3, "y": 0.99999933433289 }, { "x": 3.05, "y": 0.99999942792288 }, { "x": 3.1, "y": 0.99999950756103 }, { "x": 3.15, "y": 0.99999957544502 }, { "x": 3.2, "y": 0.9999996334079 }, { "x": 3.25, "y": 0.99999968298164 }, { "x": 3.3, "y": 0.99999972544905 }, { "x": 3.35, "y": 0.99999976188633 }, { "x": 3.4, "y": 0.99999979319804 }, { "x": 3.45, "y": 0.99999982014584 }, { "x": 3.5, "y": 0.99999984337219 }, { "x": 3.55, "y": 0.99999986341993 }, { "x": 3.6, "y": 0.99999988074854 }, { "x": 3.65, "y": 0.99999989574755 }, { "x": 3.7, "y": 0.99999990874771 }, { "x": 3.75, "y": 0.99999992003035 }, { "x": 3.8, "y": 0.99999992983509 }, { "x": 3.85, "y": 0.99999993836637 }, { "x": 3.9, "y": 0.99999994579884 }, { "x": 3.94999999999999, "y": 0.99999995228194 }, { "x": 3.99999999999999, "y": 0.9999999579437 } ] }, { "id": 839, "curve_id": "E5.3", "sector": "Energy", "ci_type": "Cable", "ci_desc": "Distribution circuit", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "figure_given", "mu": -0.927527527284319, "sigma": 0.20446870447036508, "method": "Curve fitting", "mu_sigma_quality": 0.99993856592514, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.928, σ=0.204, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0.007 }, { "x": 0.25, "y": 0.016 }, { "x": 0.3, "y": 0.084 }, { "x": 0.35, "y": 0.27 }, { "x": 0.4, "y": 0.532 }, { "x": 0.45, "y": 0.73 }, { "x": 0.5, "y": 0.88 }, { "x": 0.55, "y": 0.94 }, { "x": 0.6, "y": 0.973 }, { "x": 0.65, "y": 0.989 }, { "x": 0.7, "y": 0.997 }, { "x": 0.75, "y": 1 }, { "x": 0.8, "y": 1 }, { "x": 0.85, "y": 1 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 840, "curve_id": "E5.4", "sector": "Energy", "ci_type": "Cable", "ci_desc": "Distribution circuit", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "figure_given", "mu": -1.41060714390156, "sigma": 0.1885000001212572, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.411, σ=0.189, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 1.11170979E-06 }, { "x": 0.15, "y": 0.00492615745614 }, { "x": 0.2, "y": 0.14575722709784 }, { "x": 0.25, "y": 0.55131337360833 }, { "x": 0.3, "y": 0.86350511243166 }, { "x": 0.35, "y": 0.97218857297451 }, { "x": 0.4, "y": 0.99563394866366 }, { "x": 0.45, "y": 0.99941729211686 }, { "x": 0.5, "y": 0.99992942764235 }, { "x": 0.55, "y": 0.9999919026485 }, { "x": 0.6, "y": 0.9999990941879 }, { "x": 0.65, "y": 0.99999989928146 }, { "x": 0.7, "y": 0.99999998872162 }, { "x": 0.75, "y": 0.99999999871672 }, { "x": 0.8, "y": 0.99999999985074 }, { "x": 0.85, "y": 0.99999999998218 }, { "x": 0.9, "y": 0.99999999999781 }, { "x": 0.95, "y": 0.99999999999972 }, { "x": 1, "y": 0.99999999999996 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 841, "curve_id": "E6.1", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Distribution circuit", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.916290731990573, "sigma": 0.20000000103576993, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.916, σ=0.200, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 2.08E-12 }, { "x": 0.15, "y": 4.6917276E-07 }, { "x": 0.2, "y": 0.00026439120652 }, { "x": 0.25, "y": 0.00938624792901 }, { "x": 0.3, "y": 0.07515882710817 }, { "x": 0.35, "y": 0.25217629377407 }, { "x": 0.4, "y": 0.5 }, { "x": 0.45, "y": 0.72204091235902 }, { "x": 0.5, "y": 0.86772851627996 }, { "x": 0.55, "y": 0.94433782369203 }, { "x": 0.6, "y": 0.9786854344045 }, { "x": 0.65, "y": 0.99239917548639 }, { "x": 0.7, "y": 0.9974296226491 }, { "x": 0.75, "y": 0.99916399446918 }, { "x": 0.8, "y": 0.99973560879348 }, { "x": 0.85, "y": 0.99991800225913 }, { "x": 0.9, "y": 0.99997489540443 }, { "x": 0.95, "y": 0.9999923729636 }, { "x": 1, "y": 0.99999769122533 }, { "x": 1.05, "y": 0.99999930140292 }, { "x": 1.1, "y": 0.99999978816684 }, { "x": 1.15, "y": 0.99999993550084 }, { "x": 1.2, "y": 0.99999998024874 }, { "x": 1.25, "y": 0.99999999390943 }, { "x": 1.3, "y": 0.99999999810692 }, { "x": 1.35, "y": 0.99999999940645 }, { "x": 1.4, "y": 0.99999999981216 }, { "x": 1.45, "y": 0.99999999993998 }, { "x": 1.5, "y": 0.99999999998062 }, { "x": 1.55, "y": 0.99999999999368 }, { "x": 1.6, "y": 0.99999999999792 }, { "x": 1.65, "y": 0.99999999999931 }, { "x": 1.7, "y": 0.99999999999977 }, { "x": 1.75, "y": 0.99999999999992 }, { "x": 1.8, "y": 0.99999999999997 }, { "x": 1.85, "y": 0.99999999999999 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 842, "curve_id": "E6.2", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Distribution circuit", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.56064774954575, "sigma": 0.5500000073360034, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.561, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00453711784519 }, { "x": 0.1, "y": 0.08867217843979 }, { "x": 0.15, "y": 0.2703457304739 }, { "x": 0.2, "y": 0.46465643514837 }, { "x": 0.25, "y": 0.62438053534089 }, { "x": 0.3, "y": 0.74166916163361 }, { "x": 0.35, "y": 0.82349685335213 }, { "x": 0.4, "y": 0.87931276310364 }, { "x": 0.45, "y": 0.91708213888581 }, { "x": 0.5, "y": 0.94263372623088 }, { "x": 0.55, "y": 0.95998956533716 }, { "x": 0.6, "y": 0.97185395436432 }, { "x": 0.65, "y": 0.98002665286685 }, { "x": 0.7, "y": 0.98570308672239 }, { "x": 0.75, "y": 0.98967937993446 }, { "x": 0.8, "y": 0.99248853495256 }, { "x": 0.85, "y": 0.99448981743768 }, { "x": 0.9, "y": 0.99592722969938 }, { "x": 0.95, "y": 0.9969678182447 }, { "x": 1, "y": 0.9977268771899 }, { "x": 1.05, "y": 0.99828462853145 }, { "x": 1.1, "y": 0.99869733777587 }, { "x": 1.15, "y": 0.99900477641246 }, { "x": 1.2, "y": 0.99923527038345 }, { "x": 1.25, "y": 0.99940914198328 }, { "x": 1.3, "y": 0.99954107458222 }, { "x": 1.35, "y": 0.99964174965409 }, { "x": 1.4, "y": 0.99971898848101 }, { "x": 1.45, "y": 0.99977855418076 }, { "x": 1.5, "y": 0.99982471908168 }, { "x": 1.55, "y": 0.99986066883368 }, { "x": 1.6, "y": 0.99988879213152 }, { "x": 1.65, "y": 0.9999108897509 }, { "x": 1.7, "y": 0.99992832629513 }, { "x": 1.75, "y": 0.99994214100636 }, { "x": 1.8, "y": 0.9999531291469 }, { "x": 1.85, "y": 0.99996190209662 }, { "x": 1.9, "y": 0.99996893196903 }, { "x": 1.95, "y": 0.99997458490436 }, { "x": 2, "y": 0.99997914603643 }, { "x": 2.05, "y": 0.99998283830524 }, { "x": 2.1, "y": 0.99998583669794 }, { "x": 2.15, "y": 0.99998827907725 }, { "x": 2.2, "y": 0.99999027445073 }, { "x": 2.25, "y": 0.99999190931203 }, { "x": 2.3, "y": 0.99999325252343 }, { "x": 2.35, "y": 0.99999435908988 }, { "x": 2.4, "y": 0.99999527308726 }, { "x": 2.45, "y": 0.99999602994278 }, { "x": 2.5, "y": 0.99999665821721 }, { "x": 2.55, "y": 0.99999718100252 }, { "x": 2.6, "y": 0.99999761702161 }, { "x": 2.65, "y": 0.99999798149649 }, { "x": 2.7, "y": 0.99999828683578 }, { "x": 2.75, "y": 0.99999854318084 }, { "x": 2.8, "y": 0.99999875884084 }, { "x": 2.85, "y": 0.99999894064041 }, { "x": 2.9, "y": 0.99999909419824 }, { "x": 2.95, "y": 0.99999922415084 }, { "x": 3, "y": 0.99999933433289 }, { "x": 3.05, "y": 0.99999942792288 }, { "x": 3.1, "y": 0.99999950756103 }, { "x": 3.15, "y": 0.99999957544502 }, { "x": 3.2, "y": 0.9999996334079 }, { "x": 3.25, "y": 0.99999968298164 }, { "x": 3.3, "y": 0.99999972544905 }, { "x": 3.35, "y": 0.99999976188633 }, { "x": 3.4, "y": 0.99999979319804 }, { "x": 3.45, "y": 0.99999982014584 }, { "x": 3.5, "y": 0.99999984337219 }, { "x": 3.55, "y": 0.99999986341993 }, { "x": 3.6, "y": 0.99999988074854 }, { "x": 3.65, "y": 0.99999989574755 }, { "x": 3.7, "y": 0.99999990874771 }, { "x": 3.75, "y": 0.99999992003035 }, { "x": 3.8, "y": 0.99999992983509 }, { "x": 3.85, "y": 0.99999993836637 }, { "x": 3.9, "y": 0.99999994579884 }, { "x": 3.94999999999999, "y": 0.99999995228194 }, { "x": 3.99999999999999, "y": 0.9999999579437 } ] }, { "id": 843, "curve_id": "E6.3", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Distribution circuit", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "figure_given", "mu": -0.927527527284319, "sigma": 0.20446870447036508, "method": "Curve fitting", "mu_sigma_quality": 0.99993856592514, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.928, σ=0.204, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0.007 }, { "x": 0.25, "y": 0.016 }, { "x": 0.3, "y": 0.084 }, { "x": 0.35, "y": 0.27 }, { "x": 0.4, "y": 0.532 }, { "x": 0.45, "y": 0.73 }, { "x": 0.5, "y": 0.88 }, { "x": 0.55, "y": 0.94 }, { "x": 0.6, "y": 0.973 }, { "x": 0.65, "y": 0.989 }, { "x": 0.7, "y": 0.997 }, { "x": 0.75, "y": 1 }, { "x": 0.8, "y": 1 }, { "x": 0.85, "y": 1 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 844, "curve_id": "E6.4", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Distribution circuit", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "figure_given", "mu": -1.41060714390156, "sigma": 0.1885000001212572, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.411, σ=0.189, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 1.11170979E-06 }, { "x": 0.15, "y": 0.00492615745614 }, { "x": 0.2, "y": 0.14575722709784 }, { "x": 0.25, "y": 0.55131337360833 }, { "x": 0.3, "y": 0.86350511243166 }, { "x": 0.35, "y": 0.97218857297451 }, { "x": 0.4, "y": 0.99563394866366 }, { "x": 0.45, "y": 0.99941729211686 }, { "x": 0.5, "y": 0.99992942764235 }, { "x": 0.55, "y": 0.9999919026485 }, { "x": 0.6, "y": 0.9999990941879 }, { "x": 0.65, "y": 0.99999989928146 }, { "x": 0.7, "y": 0.99999998872162 }, { "x": 0.75, "y": 0.99999999871672 }, { "x": 0.8, "y": 0.99999999985074 }, { "x": 0.85, "y": 0.99999999998218 }, { "x": 0.9, "y": 0.99999999999781 }, { "x": 0.95, "y": 0.99999999999972 }, { "x": 1, "y": 0.99999999999996 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 845, "curve_id": "E7.1", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.510825623768373, "sigma": 0.76000000000887846, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.511, σ=0.760, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00053847163681 }, { "x": 0.1, "y": 0.00919728906077 }, { "x": 0.15, "y": 0.03407062966095 }, { "x": 0.2, "y": 0.07415278424989 }, { "x": 0.25, "y": 0.12467439583981 }, { "x": 0.3, "y": 0.1808749455888 }, { "x": 0.35, "y": 0.23909834952944 }, { "x": 0.4, "y": 0.2968414298338 }, { "x": 0.45, "y": 0.35251881149924 }, { "x": 0.5, "y": 0.40520513654767 }, { "x": 0.55, "y": 0.45442522005391 }, { "x": 0.6, "y": 0.5 }, { "x": 0.65, "y": 0.54193879623163 }, { "x": 0.7, "y": 0.58036598386617 }, { "x": 0.75, "y": 0.61547200875566 }, { "x": 0.8, "y": 0.64748118850076 }, { "x": 0.85, "y": 0.67663092085267 }, { "x": 0.9, "y": 0.7031585701662 }, { "x": 0.95, "y": 0.72729348110368 }, { "x": 1, "y": 0.74925238802044 }, { "x": 1.05, "y": 0.76923704992305 }, { "x": 1.1, "y": 0.78743332295844 }, { "x": 1.15, "y": 0.80401114150542 }, { "x": 1.2, "y": 0.8191250544112 }, { "x": 1.25, "y": 0.83291508166445 }, { "x": 1.3, "y": 0.84550773710976 }, { "x": 1.35, "y": 0.85701711706431 }, { "x": 1.4, "y": 0.86754599126868 }, { "x": 1.45, "y": 0.87718685716097 }, { "x": 1.5, "y": 0.88602293485142 }, { "x": 1.55, "y": 0.89412909100845 }, { "x": 1.6, "y": 0.90157268692737 }, { "x": 1.65, "y": 0.90841435055513 }, { "x": 1.7, "y": 0.91470867501955 }, { "x": 1.75, "y": 0.92050484782835 }, { "x": 1.8, "y": 0.92584721575011 }, { "x": 1.85, "y": 0.93077579073258 }, { "x": 1.9, "y": 0.93532670223425 }, { "x": 1.95, "y": 0.93953260116585 }, { "x": 2, "y": 0.9434230203424 }, { "x": 2.05, "y": 0.94702469598903 }, { "x": 2.1, "y": 0.95036185446061 }, { "x": 2.15, "y": 0.95345646795124 }, { "x": 2.2, "y": 0.9563284825973 }, { "x": 2.25, "y": 0.95899602202748 }, { "x": 2.3, "y": 0.96147556908829 }, { "x": 2.35, "y": 0.9637821281763 }, { "x": 2.4, "y": 0.96592937033905 }, { "x": 2.45, "y": 0.96792976306401 }, { "x": 2.5, "y": 0.96979468645769 }, { "x": 2.55, "y": 0.97153453732337 }, { "x": 2.6, "y": 0.97315882247364 }, { "x": 2.65, "y": 0.97467624246101 }, { "x": 2.7, "y": 0.9760947667746 }, { "x": 2.75, "y": 0.97742170143097 }, { "x": 2.8, "y": 0.97866374978159 }, { "x": 2.85, "y": 0.97982706726572 }, { "x": 2.9, "y": 0.98091731075494 }, { "x": 2.95, "y": 0.98193968306288 }, { "x": 3, "y": 0.98289897312906 }, { "x": 3.05, "y": 0.98379959232907 }, { "x": 3.1, "y": 0.98464560731321 }, { "x": 3.15, "y": 0.98544076973095 }, { "x": 3.2, "y": 0.98618854315995 }, { "x": 3.25, "y": 0.98689212752293 }, { "x": 3.3, "y": 0.98755448124564 }, { "x": 3.35, "y": 0.98817834138161 }, { "x": 3.4, "y": 0.98876624190516 }, { "x": 3.45, "y": 0.98932053035309 }, { "x": 3.5, "y": 0.9898433829762 }, { "x": 3.55, "y": 0.99033681854504 }, { "x": 3.6, "y": 0.99080271093923 }, { "x": 3.65, "y": 0.9912428006365 }, { "x": 3.7, "y": 0.99165870520543 }, { "x": 3.75, "y": 0.99205192889568 }, { "x": 3.8, "y": 0.99242387140971 }, { "x": 3.85, "y": 0.99277583593168 }, { "x": 3.9, "y": 0.99310903648182 }, { "x": 3.94999999999999, "y": 0.99342460465767 }, { "x": 3.99999999999999, "y": 0.99372359581762 } ] }, { "id": 846, "curve_id": "E7.10", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways on an embankment: width of 20 m and height equal to 4 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.733969176583131, "sigma": 0.70000000458529277, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.734, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00061659521296 }, { "x": 0.1, "y": 0.01251692834006 }, { "x": 0.15, "y": 0.04829208638353 }, { "x": 0.2, "y": 0.10552751849313 }, { "x": 0.25, "y": 0.17569588101922 }, { "x": 0.3, "y": 0.25097212337267 }, { "x": 0.35, "y": 0.32591603901032 }, { "x": 0.4, "y": 0.39725472723041 }, { "x": 0.45, "y": 0.46327040827805 }, { "x": 0.5, "y": 0.52325199051837 }, { "x": 0.55, "y": 0.57709783330249 }, { "x": 0.6, "y": 0.62505200090785 }, { "x": 0.65, "y": 0.66753737529326 }, { "x": 0.7, "y": 0.70505372945965 }, { "x": 0.75, "y": 0.73811765178744 }, { "x": 0.8, "y": 0.76722876626729 }, { "x": 0.85, "y": 0.79285214988938 }, { "x": 0.9, "y": 0.81541052280821 }, { "x": 0.95, "y": 0.83528217910812 }, { "x": 1, "y": 0.85280215583478 }, { "x": 1.05, "y": 0.86826510619427 }, { "x": 1.1, "y": 0.88192895132003 }, { "x": 1.15, "y": 0.89401876508192 }, { "x": 1.2, "y": 0.90473058214501 }, { "x": 1.25, "y": 0.91423496430002 }, { "x": 1.3, "y": 0.92268024779804 }, { "x": 1.35, "y": 0.93019544640012 }, { "x": 1.4, "y": 0.93689281459564 } ] }, { "id": 847, "curve_id": "E7.11", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways on an embankment: width of 20 m and height equal to 6 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.23787435600161, "sigma": 0.7999999999999996, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01399871459887 }, { "x": 0.1, "y": 0.09161286384165 }, { "x": 0.15, "y": 0.20495357536404 }, { "x": 0.2, "y": 0.32116109501471 }, { "x": 0.25, "y": 0.42640863421823 }, { "x": 0.3, "y": 0.5169008943152 }, { "x": 0.35, "y": 0.59292097051341 }, { "x": 0.4, "y": 0.65615045444395 }, { "x": 0.45, "y": 0.70856875395387 }, { "x": 0.5, "y": 0.75203545382332 }, { "x": 0.55, "y": 0.78815812803797 }, { "x": 0.6, "y": 0.81827502806339 }, { "x": 0.65, "y": 0.84348014073556 }, { "x": 0.7, "y": 0.86466028791277 }, { "x": 0.75, "y": 0.88253214010401 }, { "x": 0.8, "y": 0.89767483949712 }, { "x": 0.85, "y": 0.91055721507605 }, { "x": 0.9, "y": 0.92155987010945 }, { "x": 0.95, "y": 0.93099285565755 }, { "x": 1, "y": 0.93910971433306 }, { "x": 1.05, "y": 0.94611860936335 }, { "x": 1.1, "y": 0.95219114241881 }, { "x": 1.15, "y": 0.95746935023478 }, { "x": 1.2, "y": 0.96207126978739 }, { "x": 1.25, "y": 0.96609537857793 }, { "x": 1.3, "y": 0.96962414976495 }, { "x": 1.35, "y": 0.97272690919432 }, { "x": 1.4, "y": 0.97546214024145 } ] }, { "id": 848, "curve_id": "E7.12", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways in cuts: width of 20 m and height equal to 6 meters. Soil type C. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": 0.0861776962407381, "sigma": 0.99999999999968192, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.086, σ=1.000, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00102838517039 }, { "x": 0.1, "y": 0.00845260673078 }, { "x": 0.15, "y": 0.02366709413975 }, { "x": 0.2, "y": 0.04497934992467 }, { "x": 0.25, "y": 0.07044672362815 }, { "x": 0.3, "y": 0.09849920434932 }, { "x": 0.35, "y": 0.12797831966309 }, { "x": 0.4, "y": 0.15805870377168 }, { "x": 0.45, "y": 0.18816316815295 }, { "x": 0.5, "y": 0.21789418204827 }, { "x": 0.55, "y": 0.24698294263219 }, { "x": 0.6, "y": 0.27525258200862 }, { "x": 0.65, "y": 0.30259182722661 }, { "x": 0.7, "y": 0.32893616258954 }, { "x": 0.75, "y": 0.35425432471662 }, { "x": 0.8, "y": 0.37853858487959 }, { "x": 0.85, "y": 0.40179772956255 }, { "x": 0.9, "y": 0.42405197295711 }, { "x": 0.95, "y": 0.44532926057391 }, { "x": 1, "y": 0.46566258027916 }, { "x": 1.05, "y": 0.48508800684349 }, { "x": 1.1, "y": 0.50364328317538 }, { "x": 1.15, "y": 0.52136679587895 }, { "x": 1.2, "y": 0.5382968415263 }, { "x": 1.25, "y": 0.55447110779405 }, { "x": 1.3, "y": 0.56992631363676 }, { "x": 1.35, "y": 0.58469796720809 }, { "x": 1.4, "y": 0.59882021086237 } ] }, { "id": 849, "curve_id": "E7.13", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways in cuts: width of 20 m and height equal to 4 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.0833816089398546, "sigma": 0.99999999999843581, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.083, σ=1.000, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00179359839901 }, { "x": 0.1, "y": 0.01323644207951 }, { "x": 0.15, "y": 0.03485900693993 }, { "x": 0.2, "y": 0.06349792155049 }, { "x": 0.25, "y": 0.0963022749007 }, { "x": 0.3, "y": 0.13123095724752 }, { "x": 0.35, "y": 0.16691189938355 }, { "x": 0.4, "y": 0.20244799204952 }, { "x": 0.45, "y": 0.23726556776524 }, { "x": 0.5, "y": 0.27100855545492 }, { "x": 0.55, "y": 0.30346682027663 }, { "x": 0.6, "y": 0.33452797721441 }, { "x": 0.65, "y": 0.36414492572894 }, { "x": 0.7, "y": 0.3923138691478 }, { "x": 0.75, "y": 0.41905935389016 }, { "x": 0.8, "y": 0.44442404183951 }, { "x": 0.85, "y": 0.46846169953576 }, { "x": 0.9, "y": 0.49123239073682 }, { "x": 0.95, "y": 0.51279918887508 }, { "x": 1, "y": 0.53322594423805 }, { "x": 1.05, "y": 0.5525757864917 }, { "x": 1.1, "y": 0.57091014147721 }, { "x": 1.15, "y": 0.58828810814255 }, { "x": 1.2, "y": 0.60476608745083 }, { "x": 1.25, "y": 0.62039758696484 }, { "x": 1.3, "y": 0.63523314705136 }, { "x": 1.35, "y": 0.64932035029144 }, { "x": 1.4, "y": 0.66270388675213 } ] }, { "id": 850, "curve_id": "E7.14", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways in cuts: width of 20 m and height equal to 6 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.261364764134737, "sigma": 0.99999999999840339, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.261, σ=1.000, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00312501212215 }, { "x": 0.1, "y": 0.02061446597978 }, { "x": 0.15, "y": 0.05094541362566 }, { "x": 0.2, "y": 0.08881742842 }, { "x": 0.25, "y": 0.13030943448211 }, { "x": 0.3, "y": 0.17294071289018 }, { "x": 0.35, "y": 0.21521461518286 }, { "x": 0.4, "y": 0.25625771010073 }, { "x": 0.45, "y": 0.29558444368098 }, { "x": 0.5, "y": 0.33294978021662 }, { "x": 0.55, "y": 0.36825739216332 }, { "x": 0.6, "y": 0.40150215674777 }, { "x": 0.65, "y": 0.43273387334162 }, { "x": 0.7, "y": 0.46203422857538 }, { "x": 0.75, "y": 0.4895021248258 }, { "x": 0.8, "y": 0.51524434606648 }, { "x": 0.85, "y": 0.53936966205756 }, { "x": 0.9, "y": 0.5619851637872 }, { "x": 0.95, "y": 0.58319405376132 }, { "x": 1, "y": 0.60309438649131 }, { "x": 1.05, "y": 0.62177842823142 }, { "x": 1.1, "y": 0.63933241737735 }, { "x": 1.15, "y": 0.65583658039957 }, { "x": 1.2, "y": 0.67136530667252 }, { "x": 1.25, "y": 0.68598741782418 }, { "x": 1.3, "y": 0.69976648884295 }, { "x": 1.35, "y": 0.71276119273269 }, { "x": 1.4, "y": 0.72502565034188 } ] }, { "id": 851, "curve_id": "E7.2", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit. Exposed to a flood inundation depth of 0.5 m. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.56211891815835, "sigma": 0.78000000001860625, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.562, σ=0.780, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00090420263894 }, { "x": 0.1, "y": 0.01282841806847 }, { "x": 0.15, "y": 0.04349075258699 }, { "x": 0.2, "y": 0.08968186911926 }, { "x": 0.25, "y": 0.14533905842717 }, { "x": 0.3, "y": 0.20528538936174 }, { "x": 0.35, "y": 0.26590004320048 }, { "x": 0.4, "y": 0.32489050798851 }, { "x": 0.45, "y": 0.38092110212692 }, { "x": 0.5, "y": 0.43329755878443 }, { "x": 0.55, "y": 0.48173785277278 }, { "x": 0.6, "y": 0.52621580099257 }, { "x": 0.65, "y": 0.5668576287583 }, { "x": 0.7, "y": 0.60387488974536 }, { "x": 0.75, "y": 0.6375216619484 }, { "x": 0.8, "y": 0.66806772333214 }, { "x": 0.85, "y": 0.69578215366504 }, { "x": 0.9, "y": 0.72092369048516 }, { "x": 0.95, "y": 0.74373542556891 }, { "x": 1, "y": 0.76444226035131 }, { "x": 1.05, "y": 0.78325008632865 }, { "x": 1.1, "y": 0.80034601634627 }, { "x": 1.15, "y": 0.81589922922384 }, { "x": 1.2, "y": 0.830062145746 }, { "x": 1.25, "y": 0.84297175638393 }, { "x": 1.3, "y": 0.854750988375 }, { "x": 1.35, "y": 0.86551004388448 }, { "x": 1.4, "y": 0.87534766974388 }, { "x": 1.45, "y": 0.88435233787612 }, { "x": 1.5, "y": 0.89260332740617 }, { "x": 1.55, "y": 0.90017170689176 }, { "x": 1.6, "y": 0.90712121960897 }, { "x": 1.65, "y": 0.91350907740296 }, { "x": 1.7, "y": 0.91938666993983 }, { "x": 1.75, "y": 0.92480019672251 }, { "x": 1.8, "y": 0.92979122926131 }, { "x": 1.85, "y": 0.93439721051707 }, { "x": 1.9, "y": 0.93865189829285 }, { "x": 1.95, "y": 0.94258575872347 }, { "x": 2, "y": 0.94622631545562 }, { "x": 2.05, "y": 0.94959845955897 }, { "x": 2.1, "y": 0.95272472467981 }, { "x": 2.15, "y": 0.95562553145624 }, { "x": 2.2, "y": 0.95831940476118 }, { "x": 2.25, "y": 0.96082316692997 }, { "x": 2.3, "y": 0.96315210976101 }, { "x": 2.35, "y": 0.96532014774915 }, { "x": 2.4, "y": 0.96733995471996 }, { "x": 2.45, "y": 0.9692230857746 }, { "x": 2.5, "y": 0.97098008622711 }, { "x": 2.55, "y": 0.97262058901534 }, { "x": 2.6, "y": 0.97415340189003 }, { "x": 2.65, "y": 0.97558658553154 }, { "x": 2.7, "y": 0.97692752360756 }, { "x": 2.75, "y": 0.97818298566538 }, { "x": 2.8, "y": 0.97935918364753 }, { "x": 2.85, "y": 0.9804618227274 }, { "x": 2.9, "y": 0.98149614708047 }, { "x": 2.95, "y": 0.98246698113586 }, { "x": 3, "y": 0.9833787667903 }, { "x": 3.05, "y": 0.98423559701188 }, { "x": 3.1, "y": 0.98504124621236 }, { "x": 3.15, "y": 0.9857991977246 }, { "x": 3.2, "y": 0.98651266868377 }, { "x": 3.25, "y": 0.98718463257839 }, { "x": 3.3, "y": 0.98781783970756 }, { "x": 3.35, "y": 0.98841483575539 }, { "x": 3.4, "y": 0.98897797867058 }, { "x": 3.45, "y": 0.98950945401901 }, { "x": 3.5, "y": 0.99001128895927 }, { "x": 3.55, "y": 0.99048536497538 }, { "x": 3.6, "y": 0.99093342948662 }, { "x": 3.65, "y": 0.99135710644215 }, { "x": 3.7, "y": 0.99175790599689 }, { "x": 3.75, "y": 0.99213723335522 }, { "x": 3.8, "y": 0.99249639686037 }, { "x": 3.85, "y": 0.99283661539941 }, { "x": 3.9, "y": 0.99315902518681 }, { "x": 3.94999999999999, "y": 0.99346468598335 }, { "x": 3.99999999999999, "y": 0.99375458680146 } ] }, { "id": 852, "curve_id": "E7.3", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit. Exposed to a flood inundation depth of 1.0 m. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.597837000765306, "sigma": 0.79000000003886539, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.598, σ=0.790, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00120144096179 }, { "x": 0.1, "y": 0.01546745468685 }, { "x": 0.15, "y": 0.0500197661439 }, { "x": 0.2, "y": 0.10018335733044 }, { "x": 0.25, "y": 0.15912821352307 }, { "x": 0.3, "y": 0.22146332100688 }, { "x": 0.35, "y": 0.28361591394324 }, { "x": 0.4, "y": 0.34343512757002 }, { "x": 0.45, "y": 0.39974254940351 }, { "x": 0.5, "y": 0.45198579640821 }, { "x": 0.55, "y": 0.5 }, { "x": 0.6, "y": 0.54385121714937 }, { "x": 0.65, "y": 0.58373616719092 }, { "x": 0.7, "y": 0.61991913946966 }, { "x": 0.75, "y": 0.65269296423544 }, { "x": 0.8, "y": 0.68235540198589 }, { "x": 0.85, "y": 0.70919534179709 }, { "x": 0.9, "y": 0.73348519461553 }, { "x": 0.95, "y": 0.75547716031201 }, { "x": 1, "y": 0.7754018802912 }, { "x": 1.05, "y": 0.79346852352449 }, { "x": 1.1, "y": 0.80986569911799 }, { "x": 1.15, "y": 0.82476281115245 }, { "x": 1.2, "y": 0.83831161520873 }, { "x": 1.25, "y": 0.85064782869208 }, { "x": 1.3, "y": 0.86189270675096 }, { "x": 1.35, "y": 0.87215453382845 }, { "x": 1.4, "y": 0.88153000517929 }, { "x": 1.45, "y": 0.89010548790322 }, { "x": 1.5, "y": 0.89795816036328 }, { "x": 1.55, "y": 0.90515703435284 }, { "x": 1.6, "y": 0.91176386741239 }, { "x": 1.65, "y": 0.91783397416897 }, { "x": 1.7, "y": 0.92341694606481 }, { "x": 1.75, "y": 0.92855728874114 }, { "x": 1.8, "y": 0.93329498589658 }, { "x": 1.85, "y": 0.9376659978091 }, { "x": 1.9, "y": 0.94170270199781 }, { "x": 1.95, "y": 0.94543428276992 }, { "x": 2, "y": 0.94888707568708 }, { "x": 2.05, "y": 0.95208487231594 }, { "x": 2.1, "y": 0.95504919001128 }, { "x": 2.15, "y": 0.95779951092063 }, { "x": 2.2, "y": 0.96035349389706 }, { "x": 2.25, "y": 0.96272716255963 }, { "x": 2.3, "y": 0.96493507234481 }, { "x": 2.35, "y": 0.96699045904287 }, { "x": 2.4, "y": 0.96890537100633 }, { "x": 2.45, "y": 0.9706907869479 }, { "x": 2.5, "y": 0.97235672100989 }, { "x": 2.55, "y": 0.97391231658039 }, { "x": 2.6, "y": 0.97536593015134 }, { "x": 2.65, "y": 0.97672520635593 }, { "x": 2.7, "y": 0.9779971451851 }, { "x": 2.75, "y": 0.97918816226241 }, { "x": 2.8, "y": 0.98030414295143 }, { "x": 2.85, "y": 0.98135049097782 }, { "x": 2.9, "y": 0.98233217216758 }, { "x": 2.95, "y": 0.98325375383247 }, { "x": 3, "y": 0.98411944027206 }, { "x": 3.05, "y": 0.98493310480719 }, { "x": 3.1, "y": 0.98569831871255 }, { "x": 3.15, "y": 0.98641837737405 }, { "x": 3.2, "y": 0.98709632395986 }, { "x": 3.25, "y": 0.98773497086182 }, { "x": 3.3, "y": 0.98833691913551 }, { "x": 3.35, "y": 0.98890457614165 }, { "x": 3.4, "y": 0.98944017157018 }, { "x": 3.45, "y": 0.98994577200785 }, { "x": 3.5, "y": 0.99042329419356 }, { "x": 3.55, "y": 0.99087451709 }, { "x": 3.6, "y": 0.99130109288647 }, { "x": 3.65, "y": 0.9917045570361 }, { "x": 3.7, "y": 0.99208633741954 }, { "x": 3.75, "y": 0.99244776271797 }, { "x": 3.8, "y": 0.99279007006963 }, { "x": 3.85, "y": 0.99311441207678 }, { "x": 3.9, "y": 0.993421863223 }, { "x": 3.94999999999999, "y": 0.99371342575487 }, { "x": 3.99999999999999, "y": 0.99399003507678 } ] }, { "id": 853, "curve_id": "E7.4", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit. Exposed to a flood inundation depth of 1.5 m. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.673344553575271, "sigma": 0.76000000135383539, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.673, σ=0.760, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00112240450922 }, { "x": 0.1, "y": 0.01602696074714 }, { "x": 0.15, "y": 0.05367373651703 }, { "x": 0.2, "y": 0.10903025077075 }, { "x": 0.25, "y": 0.17409860427276 }, { "x": 0.3, "y": 0.24252760547645 }, { "x": 0.35, "y": 0.31017116849209 }, { "x": 0.4, "y": 0.37461075895316 }, { "x": 0.45, "y": 0.43459464513873 }, { "x": 0.5, "y": 0.48960630071107 }, { "x": 0.55, "y": 0.53957062069028 }, { "x": 0.6, "y": 0.58466435623062 }, { "x": 0.65, "y": 0.62519742486715 }, { "x": 0.7, "y": 0.66154029672911 }, { "x": 0.75, "y": 0.69408066659597 }, { "x": 0.8, "y": 0.72319848736995 }, { "x": 0.85, "y": 0.74925238802044 }, { "x": 0.9, "y": 0.77257306169991 }, { "x": 0.95, "y": 0.79346084659686 }, { "x": 1, "y": 0.81218576022153 }, { "x": 1.05, "y": 0.82898890435226 }, { "x": 1.1, "y": 0.84408457259637 }, { "x": 1.15, "y": 0.85766265423534 }, { "x": 1.2, "y": 0.86989109284954 }, { "x": 1.25, "y": 0.88091826160377 }, { "x": 1.3, "y": 0.89087518145164 }, { "x": 1.35, "y": 0.89987754811696 }, { "x": 1.4, "y": 0.90802755759094 }, { "x": 1.45, "y": 0.91541553382205 }, { "x": 1.5, "y": 0.92212136996688 }, { "x": 1.55, "y": 0.92821579837732 }, { "x": 1.6, "y": 0.93376150593319 }, { "x": 1.65, "y": 0.93881411135331 }, { "x": 1.7, "y": 0.9434230203424 }, { "x": 1.75, "y": 0.94763217323912 }, { "x": 1.8, "y": 0.95148069845964 }, { "x": 1.85, "y": 0.95500348362366 }, { "x": 1.9, "y": 0.95823167488921 }, { "x": 1.95, "y": 0.96119311375352 }, { "x": 2, "y": 0.96391271942129 }, { "x": 2.05, "y": 0.9664128238048 }, { "x": 2.1, "y": 0.96871346530122 }, { "x": 2.15, "y": 0.97083264668388 }, { "x": 2.2, "y": 0.97278656173722 }, { "x": 2.25, "y": 0.97458979464927 }, { "x": 2.3, "y": 0.97625549564126 }, { "x": 2.35, "y": 0.97779553585038 }, { "x": 2.4, "y": 0.97922064408148 }, { "x": 2.45, "y": 0.98054052769704 }, { "x": 2.5, "y": 0.98176397961535 }, { "x": 2.55, "y": 0.98289897312906 }, { "x": 2.6, "y": 0.98395274603228 }, { "x": 2.65, "y": 0.98493187535213 }, { "x": 2.7, "y": 0.98584234381363 }, { "x": 2.75, "y": 0.98668959902236 }, { "x": 2.8, "y": 0.98747860622498 }, { "x": 2.85, "y": 0.9882138953987 }, { "x": 2.9, "y": 0.98889960332773 }, { "x": 2.95, "y": 0.98953951124264 }, { "x": 3, "y": 0.99013707852801 }, { "x": 3.05, "y": 0.99069547294236 }, { "x": 3.1, "y": 0.99121759774022 }, { "x": 3.15, "y": 0.99170611603993 }, { "x": 3.2, "y": 0.99216347273968 }, { "x": 3.25, "y": 0.99259191424877 }, { "x": 3.3, "y": 0.99299350626977 }, { "x": 3.35, "y": 0.99337014984013 }, { "x": 3.4, "y": 0.99372359581762 }, { "x": 3.45, "y": 0.99405545797324 }, { "x": 3.5, "y": 0.99436722483656 }, { "x": 3.55, "y": 0.99466027042227 }, { "x": 3.6, "y": 0.99493586395253 }, { "x": 3.65, "y": 0.99519517867693 }, { "x": 3.7, "y": 0.99543929988097 }, { "x": 3.75, "y": 0.99566923216388 }, { "x": 3.8, "y": 0.99588590605812 }, { "x": 3.85, "y": 0.99609018405508 }, { "x": 3.9, "y": 0.99628286609491 }, { "x": 3.94999999999999, "y": 0.99646469457186 }, { "x": 3.99999999999999, "y": 0.99663635890185 } ] }, { "id": 854, "curve_id": "E7.5", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit. Exposed to a flood inundation depth of 2.0 m. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.713349887877464, "sigma": 0.76999999999999946, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00151768548512 }, { "x": 0.1, "y": 0.01951161626721 }, { "x": 0.15, "y": 0.06210212757809 }, { "x": 0.2, "y": 0.12226253202435 }, { "x": 0.25, "y": 0.19107169034867 }, { "x": 0.3, "y": 0.26200620545847 }, { "x": 0.35, "y": 0.33106403926524 }, { "x": 0.4, "y": 0.39605967029719 }, { "x": 0.45, "y": 0.45596893222971 }, { "x": 0.5, "y": 0.51046596040505 }, { "x": 0.55, "y": 0.55962429457391 }, { "x": 0.6, "y": 0.60373184953734 }, { "x": 0.65, "y": 0.64317933689474 }, { "x": 0.7, "y": 0.67839458520796 }, { "x": 0.75, "y": 0.70980506997774 }, { "x": 0.8, "y": 0.73781758351031 }, { "x": 0.85, "y": 0.76280819643744 }, { "x": 0.9, "y": 0.78511829903306 }, { "x": 0.95, "y": 0.80505414288294 }, { "x": 1, "y": 0.82288831136864 }, { "x": 1.05, "y": 0.83886216937783 }, { "x": 1.1, "y": 0.85318872633253 }, { "x": 1.15, "y": 0.86605558299706 }, { "x": 1.2, "y": 0.87762777762292 }, { "x": 1.25, "y": 0.88805043541321 }, { "x": 1.3, "y": 0.89745117849551 }, { "x": 1.35, "y": 0.90594228492804 }, { "x": 1.4, "y": 0.91362260306061 }, { "x": 1.45, "y": 0.92057923704738 }, { "x": 1.5, "y": 0.92688902372892 }, { "x": 1.55, "y": 0.9326198225133 }, { "x": 1.6, "y": 0.93783163956596 }, { "x": 1.65, "y": 0.94257760635784 }, { "x": 1.7, "y": 0.94690483090435 }, { "x": 1.75, "y": 0.95085513814688 }, { "x": 1.8, "y": 0.95446571405242 }, { "x": 1.85, "y": 0.95776966622978 }, { "x": 1.9, "y": 0.96079651223048 }, { "x": 1.95, "y": 0.96357260523588 }, { "x": 2, "y": 0.96612150553287 }, { "x": 2.05, "y": 0.96846430503983 }, { "x": 2.1, "y": 0.97061991115065 }, { "x": 2.15, "y": 0.97260529530246 }, { "x": 2.2, "y": 0.97443571092824 }, { "x": 2.25, "y": 0.97612488481342 }, { "x": 2.3, "y": 0.97768518532317 }, { "x": 2.35, "y": 0.97912777049229 }, { "x": 2.4, "y": 0.98046271856176 }, { "x": 2.45, "y": 0.98169914319551 }, { "x": 2.5, "y": 0.98284529530982 }, { "x": 2.55, "y": 0.9839086531893 }, { "x": 2.6, "y": 0.98489600234064 }, { "x": 2.65, "y": 0.98581350634403 }, { "x": 2.7, "y": 0.98666676979712 }, { "x": 2.75, "y": 0.98746089430442 }, { "x": 2.8, "y": 0.98820052834207 }, { "x": 2.85, "y": 0.98888991172236 }, { "x": 2.9, "y": 0.98953291529028 }, { "x": 2.95, "y": 0.99013307640538 }, { "x": 3, "y": 0.99069363069319 }, { "x": 3.05, "y": 0.99121754049093 }, { "x": 3.1, "y": 0.99170752036033 }, { "x": 3.15, "y": 0.99216605999503 }, { "x": 3.2, "y": 0.99259544481106 }, { "x": 3.25, "y": 0.99299777447439 }, { "x": 3.3, "y": 0.9933749795896 }, { "x": 3.35, "y": 0.99372883674763 }, { "x": 3.4, "y": 0.99406098210765 }, { "x": 3.45, "y": 0.99437292366789 }, { "x": 3.5, "y": 0.9946660523628 }, { "x": 3.55, "y": 0.99494165210834 }, { "x": 3.6, "y": 0.99520090890361 }, { "x": 3.65, "y": 0.99544491908502 }, { "x": 3.7, "y": 0.9956746968187 }, { "x": 3.75, "y": 0.99589118090742 }, { "x": 3.8, "y": 0.99609524098016 }, { "x": 3.85, "y": 0.99628768312505 }, { "x": 3.9, "y": 0.99646925502015 }, { "x": 3.94999999999999, "y": 0.99664065061059 }, { "x": 3.99999999999999, "y": 0.99680251437561 } ] }, { "id": 855, "curve_id": "E7.6", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways on an embankment: width of 20 m and height equal to 2 meters. Soil type C. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": 0.0392207131532811, "sigma": 0.99999999999999978, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00120286592093 }, { "x": 0.1, "y": 0.00959534859918 }, { "x": 0.15, "y": 0.02641299367963 }, { "x": 0.2, "y": 0.04960879546073 }, { "x": 0.25, "y": 0.07700418290804 }, { "x": 0.3, "y": 0.10689826547169 }, { "x": 0.35, "y": 0.13806749775184 }, { "x": 0.4, "y": 0.16965956017643 }, { "x": 0.45, "y": 0.2010916270479 }, { "x": 0.5, "y": 0.23197202486772 }, { "x": 0.55, "y": 0.26204362556022 }, { "x": 0.6, "y": 0.29114379602912 }, { "x": 0.65, "y": 0.31917621232517 }, { "x": 0.7, "y": 0.34609100250715 }, { "x": 0.75, "y": 0.37187070706819 }, { "x": 0.8, "y": 0.39652031036785 }, { "x": 0.85, "y": 0.42006013468485 }, { "x": 0.9, "y": 0.44252075936538 }, { "x": 0.95, "y": 0.46393938161804 }, { "x": 1, "y": 0.48435720981616 }, { "x": 1.05, "y": 0.50381760034475 }, { "x": 1.1, "y": 0.52236473243782 }, { "x": 1.15, "y": 0.54004267377109 }, { "x": 1.2, "y": 0.55689473066426 }, { "x": 1.25, "y": 0.57296300591496 }, { "x": 1.3, "y": 0.58828810814255 }, { "x": 1.35, "y": 0.60290897153503 }, { "x": 1.4, "y": 0.61686275577272 } ] }, { "id": 856, "curve_id": "E7.7", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways on an embankment: width of 20 m and height equal to 4 meters. Soil type C. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.127833371509889, "sigma": 0.89999999999999158, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.128, σ=0.900, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00071989220323 }, { "x": 0.1, "y": 0.00783761360561 }, { "x": 0.15, "y": 0.02465658268813 }, { "x": 0.2, "y": 0.0498584886552 }, { "x": 0.25, "y": 0.08101300152504 }, { "x": 0.3, "y": 0.11590477994204 }, { "x": 0.35, "y": 0.15281564927112 }, { "x": 0.4, "y": 0.19049769346412 }, { "x": 0.45, "y": 0.22807731720564 }, { "x": 0.5, "y": 0.2649605521285 }, { "x": 0.55, "y": 0.30075640398604 }, { "x": 0.6, "y": 0.33521900283204 }, { "x": 0.65, "y": 0.36820523030182 }, { "x": 0.7, "y": 0.39964410008757 }, { "x": 0.75, "y": 0.42951476576417 }, { "x": 0.8, "y": 0.4578307677784 }, { "x": 0.85, "y": 0.48462876567087 }, { "x": 0.9, "y": 0.50996048978541 }, { "x": 0.95, "y": 0.53388700550498 }, { "x": 1, "y": 0.55647464129141 }, { "x": 1.05, "y": 0.5777921160258 }, { "x": 1.1, "y": 0.5979085322106 }, { "x": 1.15, "y": 0.61689199490662 }, { "x": 1.2, "y": 0.63480868288478 }, { "x": 1.25, "y": 0.65172224618769 }, { "x": 1.3, "y": 0.66769343861789 }, { "x": 1.35, "y": 0.68277991846223 }, { "x": 1.4, "y": 0.69703616874576 } ] }, { "id": 857, "curve_id": "E7.8", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways on an embankment: width of 20 m and height equal to 6 meters. Soil type C. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.248461359302566, "sigma": 0.69999999999055251, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.248, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 4.342386193E-05 }, { "x": 0.1, "y": 0.00167062975052 }, { "x": 0.15, "y": 0.00925570652999 }, { "x": 0.2, "y": 0.02593252175372 }, { "x": 0.25, "y": 0.05203061694837 }, { "x": 0.3, "y": 0.08612395562073 }, { "x": 0.35, "y": 0.12614578121103 }, { "x": 0.4, "y": 0.17003120139397 }, { "x": 0.45, "y": 0.21599805176529 }, { "x": 0.5, "y": 0.26262764861974 }, { "x": 0.55, "y": 0.30885163013747 }, { "x": 0.6, "y": 0.35390234159017 }, { "x": 0.65, "y": 0.39725472723041 }, { "x": 0.7, "y": 0.43857194779315 }, { "x": 0.75, "y": 0.47765911729714 }, { "x": 0.8, "y": 0.51442591766251 }, { "x": 0.85, "y": 0.54885732450701 }, { "x": 0.9, "y": 0.58099116845113 }, { "x": 0.95, "y": 0.6109012078148 }, { "x": 1, "y": 0.63868452701355 }, { "x": 1.05, "y": 0.66445227047878 }, { "x": 1.1, "y": 0.68832291675652 }, { "x": 1.15, "y": 0.71041746893229 }, { "x": 1.2, "y": 0.73085607952388 }, { "x": 1.25, "y": 0.74975574153712 }, { "x": 1.3, "y": 0.76722876626729 }, { "x": 1.35, "y": 0.78338183705799 }, { "x": 1.4, "y": 0.79831548073096 } ] }, { "id": 858, "curve_id": "E7.9", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Highways on an embankment: width of 20 m and height equal to 2 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.415515443961665, "sigma": 0.89999999999999869, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.416, σ=0.900, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00207252014058 }, { "x": 0.1, "y": 0.0180081192105 }, { "x": 0.15, "y": 0.0498584886552 }, { "x": 0.2, "y": 0.09232374154125 }, { "x": 0.25, "y": 0.14037339850256 }, { "x": 0.3, "y": 0.19049769346412 }, { "x": 0.35, "y": 0.24047195992356 }, { "x": 0.4, "y": 0.28896291462736 }, { "x": 0.45, "y": 0.33521900283204 }, { "x": 0.5, "y": 0.37885866953222 }, { "x": 0.55, "y": 0.41973185424762 }, { "x": 0.6, "y": 0.4578307677784 }, { "x": 0.65, "y": 0.49323272440992 }, { "x": 0.7, "y": 0.5260636126795 }, { "x": 0.75, "y": 0.55647464129141 }, { "x": 0.8, "y": 0.58462764474525 }, { "x": 0.85, "y": 0.61068592521109 }, { "x": 0.9, "y": 0.63480868288478 }, { "x": 0.95, "y": 0.65714777266285 }, { "x": 1, "y": 0.67784596451496 }, { "x": 1.05, "y": 0.69703616874576 }, { "x": 1.1, "y": 0.7148412719653 }, { "x": 1.15, "y": 0.73137435054106 }, { "x": 1.2, "y": 0.74673910804805 }, { "x": 1.25, "y": 0.76103043608515 }, { "x": 1.3, "y": 0.77433503299675 }, { "x": 1.35, "y": 0.78673203850188 }, { "x": 1.4, "y": 0.7982936578972 } ] }, { "id": 859, "curve_id": "E8.1", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Anchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.843970070294534, "sigma": 0.45000000000003643, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.844, σ=0.450, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 8.6912162E-07 }, { "x": 0.1, "y": 0.00059479023303 }, { "x": 0.15, "y": 0.00963327267173 }, { "x": 0.2, "y": 0.04446777108392 }, { "x": 0.25, "y": 0.11406978797381 }, { "x": 0.3, "y": 0.21185363853033 }, { "x": 0.35, "y": 0.32367417241063 }, { "x": 0.4, "y": 0.43615988990693 }, { "x": 0.45, "y": 0.54023568417994 }, { "x": 0.5, "y": 0.63124854867232 }, { "x": 0.55, "y": 0.70779770989557 }, { "x": 0.6, "y": 0.77044737688787 }, { "x": 0.65, "y": 0.82074126054743 }, { "x": 0.7, "y": 0.86056872395396 }, { "x": 0.75, "y": 0.89180705793226 }, { "x": 0.8, "y": 0.91614731267261 }, { "x": 0.85, "y": 0.9350296621316 }, { "x": 0.9, "y": 0.94963808233174 }, { "x": 0.95, "y": 0.9609234271802 }, { "x": 1, "y": 0.96963726240611 }, { "x": 1.05, "y": 0.9763671540237 }, { "x": 1.1, "y": 0.98156901082664 }, { "x": 1.15, "y": 0.98559479945246 }, { "x": 1.2, "y": 0.98871535952517 }, { "x": 1.25, "y": 0.99113870667937 }, { "x": 1.3, "y": 0.99302446417136 }, { "x": 1.35, "y": 0.99449510819601 }, { "x": 1.4, "y": 0.99564465946627 }, { "x": 1.45, "y": 0.9965453639641 }, { "x": 1.5, "y": 0.99725280940235 }, { "x": 1.55, "y": 0.99780983488037 }, { "x": 1.6, "y": 0.99824951481454 }, { "x": 1.65, "y": 0.99859743544841 }, { "x": 1.7, "y": 0.99887343205595 }, { "x": 1.75, "y": 0.99909291554522 }, { "x": 1.8, "y": 0.99926788661459 }, { "x": 1.85, "y": 0.99940771212409 }, { "x": 1.9, "y": 0.99951972039458 }, { "x": 1.95, "y": 0.99960965848573 }, { "x": 2, "y": 0.9996820441332 }, { "x": 2.05, "y": 0.99974043716527 }, { "x": 2.1, "y": 0.99978764926594 }, { "x": 2.15, "y": 0.9998259064436 }, { "x": 2.2, "y": 0.99985697514866 }, { "x": 2.25, "y": 0.99988226039436 }, { "x": 2.3, "y": 0.99990288226906 }, { "x": 2.35, "y": 0.99991973573499 }, { "x": 2.4, "y": 0.99993353747073 }, { "x": 2.45, "y": 0.99994486264826 }, { "x": 2.5, "y": 0.99995417387258 }, { "x": 2.55, "y": 0.99996184400527 }, { "x": 2.6, "y": 0.99996817420472 }, { "x": 2.65, "y": 0.99997340821687 }, { "x": 2.7, "y": 0.99997774372047 }, { "x": 2.75, "y": 0.99998134135338 }, { "x": 2.8, "y": 0.99998433190912 }, { "x": 2.85, "y": 0.99998682208669 }, { "x": 2.9, "y": 0.99998889909393 }, { "x": 2.95, "y": 0.9999906343406 }, { "x": 3, "y": 0.99999208640707 }, { "x": 3.05, "y": 0.99999330343546 }, { "x": 3.1, "y": 0.99999432505935 }, { "x": 3.15, "y": 0.99999518396404 }, { "x": 3.2, "y": 0.99999590715053 }, { "x": 3.25, "y": 0.99999651696133 }, { "x": 3.3, "y": 0.99999703191455 }, { "x": 3.35, "y": 0.99999746738328 }, { "x": 3.4, "y": 0.99999783614993 }, { "x": 3.45, "y": 0.99999814885938 }, { "x": 3.5, "y": 0.99999841438994 }, { "x": 3.55, "y": 0.99999864015773 }, { "x": 3.6, "y": 0.99999883236656 }, { "x": 3.65, "y": 0.99999899621369 }, { "x": 3.7, "y": 0.99999913605936 }, { "x": 3.75, "y": 0.99999925556669 }, { "x": 3.8, "y": 0.99999935781741 }, { "x": 3.85, "y": 0.99999944540764 }, { "x": 3.9, "y": 0.99999952052734 }, { "x": 3.94999999999999, "y": 0.99999958502626 }, { "x": 3.99999999999999, "y": 0.99999964046882 } ] }, { "id": 860, "curve_id": "E8.10", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Light rail DC power substation", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.46967597005946, "sigma": 0.40000000000265795, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.470, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 6.805266433E-05 }, { "x": 0.1, "y": 0.01865877912442 }, { "x": 0.15, "y": 0.14262271196422 }, { "x": 0.2, "y": 0.36339269413618 }, { "x": 0.25, "y": 0.58256276055736 }, { "x": 0.3, "y": 0.74673737391649 }, { "x": 0.35, "y": 0.85305693177251 }, { "x": 0.4, "y": 0.91673854221197 }, { "x": 0.45, "y": 0.95331870804198 }, { "x": 0.5, "y": 0.97389038207404 }, { "x": 0.55, "y": 0.98535634200954 }, { "x": 0.6, "y": 0.99173787677425 }, { "x": 0.65, "y": 0.99530108743545 }, { "x": 0.7, "y": 0.99730292805691 }, { "x": 0.75, "y": 0.99843657743727 }, { "x": 0.8, "y": 0.9990844171133 }, { "x": 0.85, "y": 0.99945824263456 }, { "x": 0.9, "y": 0.99967612358124 }, { "x": 0.95, "y": 0.99980440475203 }, { "x": 1, "y": 0.99988069739643 }, { "x": 1.05, "y": 0.99992652424394 }, { "x": 1.1, "y": 0.99995432067974 }, { "x": 1.15, "y": 0.99997134174908 }, { "x": 1.2, "y": 0.99998186135048 }, { "x": 1.25, "y": 0.99998842139287 }, { "x": 1.3, "y": 0.99999254793764 }, { "x": 1.35, "y": 0.99999516561683 }, { "x": 1.4, "y": 0.99999683969214 }, { "x": 1.45, "y": 0.99999791874697 }, { "x": 1.5, "y": 0.99999861956689 }, { "x": 1.55, "y": 0.99999907808014 }, { "x": 1.6, "y": 0.99999938019492 }, { "x": 1.65, "y": 0.99999958062499 }, { "x": 1.7, "y": 0.99999971447701 }, { "x": 1.75, "y": 0.99999980443974 }, { "x": 1.8, "y": 0.99999986527906 }, { "x": 1.85, "y": 0.99999990666977 }, { "x": 1.9, "y": 0.99999993499242 }, { "x": 1.95, "y": 0.9999999544818 }, { "x": 2, "y": 0.99999996796578 }, { "x": 2.05, "y": 0.99999997734401 }, { "x": 2.1, "y": 0.99999998389999 }, { "x": 2.15, "y": 0.99999998850573 }, { "x": 2.2, "y": 0.99999999175692 }, { "x": 2.25, "y": 0.99999999406265 }, { "x": 2.3, "y": 0.99999999570526 }, { "x": 2.35, "y": 0.99999999688061 }, { "x": 2.4, "y": 0.99999999772522 }, { "x": 2.45, "y": 0.99999999833466 }, { "x": 2.5, "y": 0.99999999877621 }, { "x": 2.55, "y": 0.99999999909736 }, { "x": 2.6, "y": 0.99999999933184 }, { "x": 2.65, "y": 0.99999999950368 }, { "x": 2.7, "y": 0.99999999963007 }, { "x": 2.75, "y": 0.99999999972335 }, { "x": 2.8, "y": 0.99999999979245 }, { "x": 2.85, "y": 0.99999999984379 }, { "x": 2.9, "y": 0.99999999988207 }, { "x": 2.95, "y": 0.9999999999107 }, { "x": 3, "y": 0.99999999993218 }, { "x": 3.05, "y": 0.99999999994835 }, { "x": 3.1, "y": 0.99999999996055 }, { "x": 3.15, "y": 0.99999999996979 }, { "x": 3.2, "y": 0.9999999999768 }, { "x": 3.25, "y": 0.99999999998214 }, { "x": 3.3, "y": 0.99999999998621 }, { "x": 3.35, "y": 0.99999999998933 }, { "x": 3.4, "y": 0.99999999999173 }, { "x": 3.45, "y": 0.99999999999357 }, { "x": 3.5, "y": 0.99999999999499 }, { "x": 3.55, "y": 0.99999999999608 }, { "x": 3.6, "y": 0.99999999999693 }, { "x": 3.65, "y": 0.99999999999759 }, { "x": 3.7, "y": 0.99999999999811 }, { "x": 3.75, "y": 0.99999999999851 }, { "x": 3.8, "y": 0.99999999999882 }, { "x": 3.85, "y": 0.99999999999907 }, { "x": 3.9, "y": 0.99999999999926 }, { "x": 3.94999999999999, "y": 0.99999999999941 }, { "x": 3.99999999999999, "y": 0.99999999999953 } ] }, { "id": 861, "curve_id": "E8.11", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on an embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.941608539858594, "sigma": 0.76000000000039569, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.942, σ=0.760, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00343796329938 }, { "x": 0.1, "y": 0.03666601892496 }, { "x": 0.15, "y": 0.10433121740491 }, { "x": 0.2, "y": 0.18977578072701 }, { "x": 0.25, "y": 0.27923589509507 }, { "x": 0.3, "y": 0.36496594386121 }, { "x": 0.35, "y": 0.44338744331927 }, { "x": 0.4, "y": 0.51328746871149 }, { "x": 0.45, "y": 0.5746755667852 }, { "x": 0.5, "y": 0.62813687762947 }, { "x": 0.55, "y": 0.67448471678979 }, { "x": 0.6, "y": 0.71458163258577 }, { "x": 0.65, "y": 0.74925238802044 }, { "x": 0.7, "y": 0.77924607376843 }, { "x": 0.75, "y": 0.80522385210769 }, { "x": 0.8, "y": 0.82775955053148 }, { "x": 0.85, "y": 0.84734622174781 }, { "x": 0.9, "y": 0.86440502183504 }, { "x": 0.95, "y": 0.87929452858512 }, { "x": 1, "y": 0.89231958581086 }, { "x": 1.05, "y": 0.90373927817689 }, { "x": 1.1, "y": 0.91377391425123 }, { "x": 1.15, "y": 0.92261103336644 }, { "x": 1.2, "y": 0.93041051592289 }, { "x": 1.25, "y": 0.93730890117373 }, { "x": 1.3, "y": 0.9434230203424 }, { "x": 1.35, "y": 0.94885304666966 }, { "x": 1.4, "y": 0.95368505341425 }, { "x": 1.45, "y": 0.95799315899736 }, { "x": 1.5, "y": 0.96184132693633 }, { "x": 1.55, "y": 0.96528487767891 }, { "x": 1.6, "y": 0.96837176019168 }, { "x": 1.65, "y": 0.97114362320642 }, { "x": 1.7, "y": 0.97363671930296 }, { "x": 1.75, "y": 0.97588266937067 }, { "x": 1.8, "y": 0.9779091102987 }, { "x": 1.85, "y": 0.97974024485349 }, { "x": 1.9, "y": 0.9813973094832 }, { "x": 1.95, "y": 0.98289897312906 }, { "x": 2, "y": 0.98426167792774 }, { "x": 2.05, "y": 0.98549993087495 }, { "x": 2.1, "y": 0.98662655402136 }, { "x": 2.15, "y": 0.98765289953209 }, { "x": 2.2, "y": 0.98858903491368 }, { "x": 2.25, "y": 0.98944390286057 }, { "x": 2.3, "y": 0.99022545946532 }, { "x": 2.35, "y": 0.99094079394749 }, { "x": 2.4, "y": 0.99159623256514 }, { "x": 2.45, "y": 0.99219742896264 }, { "x": 2.5, "y": 0.992749442865 }, { "x": 2.55, "y": 0.99325680874127 }, { "x": 2.6, "y": 0.99372359581762 }, { "x": 2.65, "y": 0.99415346061726 }, { "x": 2.7, "y": 0.99454969303262 }, { "x": 2.75, "y": 0.99491525679021 }, { "x": 2.8, "y": 0.99525282504607 }, { "x": 2.85, "y": 0.99556481174501 }, { "x": 2.9, "y": 0.99585339928927 }, { "x": 2.95, "y": 0.99612056298589 }, { "x": 3, "y": 0.99636809267888 }, { "x": 3.05, "y": 0.99659761191665 }, { "x": 3.1, "y": 0.99681059495866 }, { "x": 3.15, "y": 0.99700838188488 }, { "x": 3.2, "y": 0.99719219203703 }, { "x": 3.25, "y": 0.99736313599108 }, { "x": 3.3, "y": 0.99752222623453 }, { "x": 3.35, "y": 0.99767038670037 }, { "x": 3.4, "y": 0.99780846128998 }, { "x": 3.45, "y": 0.99793722150132 }, { "x": 3.5, "y": 0.99805737326388 }, { "x": 3.55, "y": 0.99816956306977 }, { "x": 3.6, "y": 0.99827438347948 }, { "x": 3.65, "y": 0.99837237807123 }, { "x": 3.7, "y": 0.99846404589495 }, { "x": 3.75, "y": 0.99854984548441 }, { "x": 3.8, "y": 0.99863019847511 }, { "x": 3.85, "y": 0.99870549286978 }, { "x": 3.9, "y": 0.99877608598863 }, { "x": 3.94999999999999, "y": 0.99884230713744 }, { "x": 3.99999999999999, "y": 0.99890446002253 } ] }, { "id": 862, "curve_id": "E8.12", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit. Exposed to a flood inundation depth of 0.5 m. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.967584026261704, "sigma": 0.77999999999999969, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00465860707378 }, { "x": 0.1, "y": 0.04349075258699 }, { "x": 0.15, "y": 0.1166869450592 }, { "x": 0.2, "y": 0.20528538936174 }, { "x": 0.25, "y": 0.29570008053556 }, { "x": 0.3, "y": 0.38092110212692 }, { "x": 0.35, "y": 0.45801593367406 }, { "x": 0.4, "y": 0.52621580099257 }, { "x": 0.45, "y": 0.58580407048286 }, { "x": 0.5, "y": 0.6375216619484 }, { "x": 0.55, "y": 0.68226240011325 }, { "x": 0.6, "y": 0.72092369048516 }, { "x": 0.65, "y": 0.75433864058251 }, { "x": 0.7, "y": 0.78325008632865 }, { "x": 0.75, "y": 0.80830555851198 }, { "x": 0.8, "y": 0.830062145746 }, { "x": 0.85, "y": 0.84899549911159 }, { "x": 0.9, "y": 0.86551004388448 }, { "x": 0.95, "y": 0.87994896511901 }, { "x": 1, "y": 0.89260332740617 }, { "x": 1.05, "y": 0.90372010148256 }, { "x": 1.1, "y": 0.91350907740296 }, { "x": 1.15, "y": 0.92214874100478 }, { "x": 1.2, "y": 0.92979122926131 }, { "x": 1.25, "y": 0.93656648910348 }, { "x": 1.3, "y": 0.94258575872347 }, { "x": 1.35, "y": 0.94794447848606 }, { "x": 1.4, "y": 0.95272472467981 }, { "x": 1.45, "y": 0.95699724560641 }, { "x": 1.5, "y": 0.96082316692997 }, { "x": 1.55, "y": 0.96425542216459 }, { "x": 1.6, "y": 0.96733995471996 }, { "x": 1.65, "y": 0.97011672995239 }, { "x": 1.7, "y": 0.97262058901534 }, { "x": 1.75, "y": 0.97488197078819 }, { "x": 1.8, "y": 0.97692752360756 }, { "x": 1.85, "y": 0.97878062477488 }, { "x": 1.9, "y": 0.9804618227274 }, { "x": 1.95, "y": 0.98198921422167 }, { "x": 2, "y": 0.9833787667903 }, { "x": 2.05, "y": 0.98464459501286 }, { "x": 2.1, "y": 0.9857991977246 }, { "x": 2.15, "y": 0.98685366211584 }, { "x": 2.2, "y": 0.98781783970756 }, { "x": 2.25, "y": 0.98870049838664 }, { "x": 2.3, "y": 0.98950945401901 }, { "x": 2.35, "y": 0.99025168460587 }, { "x": 2.4, "y": 0.99093342948662 }, { "x": 2.45, "y": 0.99156027570787 }, { "x": 2.5, "y": 0.99213723335522 }, { "x": 2.55, "y": 0.99266880137512 }, { "x": 2.6, "y": 0.99315902518681 }, { "x": 2.65, "y": 0.99361154719381 }, { "x": 2.7, "y": 0.9940296511431 }, { "x": 2.75, "y": 0.99441630114414 }, { "x": 2.8, "y": 0.99477417604475 }, { "x": 2.85, "y": 0.99510569976271 }, { "x": 2.9, "y": 0.99541306808923 }, { "x": 2.95, "y": 0.99569827240914 }, { "x": 3, "y": 0.99596312072278 }, { "x": 3.05, "y": 0.99620925630234 }, { "x": 3.1, "y": 0.99643817427149 }, { "x": 3.15, "y": 0.99665123635925 }, { "x": 3.2, "y": 0.99684968404601 }, { "x": 3.25, "y": 0.9970346502921 }, { "x": 3.3, "y": 0.99720717001455 }, { "x": 3.35, "y": 0.9973681894572 }, { "x": 3.4, "y": 0.99751857458088 }, { "x": 3.45, "y": 0.99765911858506 }, { "x": 3.5, "y": 0.99779054865838 }, { "x": 3.55, "y": 0.99791353204397 }, { "x": 3.6, "y": 0.99802868149501 }, { "x": 3.65, "y": 0.99813656018714 }, { "x": 3.7, "y": 0.9982376861463 }, { "x": 3.75, "y": 0.99833253624397 }, { "x": 3.8, "y": 0.99842154980565 }, { "x": 3.85, "y": 0.99850513187324 }, { "x": 3.9, "y": 0.99858365615736 }, { "x": 3.94999999999999, "y": 0.99865746771154 }, { "x": 3.99999999999999, "y": 0.99872688535679 } ] }, { "id": 863, "curve_id": "E8.13", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit. Exposed to a flood inundation depth of 1.0 m. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.02165124753245, "sigma": 0.79000000000123227, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.022, σ=0.790, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00623008493767 }, { "x": 0.1, "y": 0.05246216328817 }, { "x": 0.15, "y": 0.13389025670261 }, { "x": 0.2, "y": 0.22842802771804 }, { "x": 0.25, "y": 0.32219357887671 }, { "x": 0.3, "y": 0.40874022573387 }, { "x": 0.35, "y": 0.4857769967724 }, { "x": 0.4, "y": 0.55304872192527 }, { "x": 0.45, "y": 0.61120466658132 }, { "x": 0.5, "y": 0.66123204126908 }, { "x": 0.55, "y": 0.70418440656201 }, { "x": 0.6, "y": 0.74105933354759 }, { "x": 0.65, "y": 0.77275019585638 }, { "x": 0.7, "y": 0.8000338520774 }, { "x": 0.75, "y": 0.82357486568187 }, { "x": 0.8, "y": 0.84393655465719 }, { "x": 0.85, "y": 0.861594096522 }, { "x": 0.9, "y": 0.87694743789986 }, { "x": 0.95, "y": 0.89033304087616 }, { "x": 1, "y": 0.90203413963338 }, { "x": 1.05, "y": 0.91228948965437 }, { "x": 1.1, "y": 0.92130072922353 }, { "x": 1.15, "y": 0.92923852344337 }, { "x": 1.2, "y": 0.93624766879029 }, { "x": 1.25, "y": 0.94245132446854 }, { "x": 1.3, "y": 0.94795451737588 }, { "x": 1.35, "y": 0.9528470463066 }, { "x": 1.4, "y": 0.95720589088128 }, { "x": 1.45, "y": 0.96109721276504 }, { "x": 1.5, "y": 0.96457802134123 }, { "x": 1.55, "y": 0.96769756307188 }, { "x": 1.6, "y": 0.97049848305188 }, { "x": 1.65, "y": 0.97301779844716 }, { "x": 1.7, "y": 0.97528771629707 }, { "x": 1.75, "y": 0.977336322281 }, { "x": 1.8, "y": 0.97918816226241 }, { "x": 1.85, "y": 0.98086473452695 }, { "x": 1.9, "y": 0.98238490745867 }, { "x": 1.95, "y": 0.98376527481278 }, { "x": 2, "y": 0.98502045863353 }, { "x": 2.05, "y": 0.98616336814038 }, { "x": 2.1, "y": 0.98720542149341 }, { "x": 2.15, "y": 0.98815673618921 }, { "x": 2.2, "y": 0.9890262928851 }, { "x": 2.25, "y": 0.9898220766637 }, { "x": 2.3, "y": 0.9905511991004 }, { "x": 2.35, "y": 0.99122000395875 }, { "x": 2.4, "y": 0.99183415889268 }, { "x": 2.45, "y": 0.99239873516306 }, { "x": 2.5, "y": 0.99291827706685 }, { "x": 2.55, "y": 0.99339686251839 }, { "x": 2.6, "y": 0.99383815600559 }, { "x": 2.65, "y": 0.99424545496245 }, { "x": 2.7, "y": 0.9946217304457 }, { "x": 2.75, "y": 0.99496966287499 }, { "x": 2.8, "y": 0.99529167348681 }, { "x": 2.85, "y": 0.99558995206009 }, { "x": 2.9, "y": 0.99586648139338 }, { "x": 2.95, "y": 0.99612305894672 }, { "x": 3, "y": 0.9963613160049 }, { "x": 3.05, "y": 0.99658273467042 }, { "x": 3.1, "y": 0.99678866295295 }, { "x": 3.15, "y": 0.99698032818706 }, { "x": 3.2, "y": 0.99715884897923 }, { "x": 3.25, "y": 0.99732524585934 }, { "x": 3.3, "y": 0.99748045078917 }, { "x": 3.35, "y": 0.99762531566121 }, { "x": 3.4, "y": 0.99776061990422 }, { "x": 3.45, "y": 0.99788707729753 }, { "x": 3.5, "y": 0.99800534208353 }, { "x": 3.55, "y": 0.99811601445679 }, { "x": 3.6, "y": 0.99821964549905 }, { "x": 3.65, "y": 0.99831674162063 }, { "x": 3.7, "y": 0.99840776856208 }, { "x": 3.75, "y": 0.99849315500328 }, { "x": 3.8, "y": 0.99857329582181 }, { "x": 3.85, "y": 0.99864855503765 }, { "x": 3.9, "y": 0.99871926847707 }, { "x": 3.94999999999999, "y": 0.99878574618468 }, { "x": 3.99999999999999, "y": 0.99884827460956 } ] }, { "id": 864, "curve_id": "E8.14", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit. Exposed to a flood inundation depth of 1.5 m. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.10866262454918, "sigma": 0.76000000007319446, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.109, σ=0.760, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00651430344428 }, { "x": 0.1, "y": 0.05809706002729 }, { "x": 0.15, "y": 0.14976451509924 }, { "x": 0.2, "y": 0.25497522386639 }, { "x": 0.25, "y": 0.35744190437448 }, { "x": 0.3, "y": 0.45010022553698 }, { "x": 0.35, "y": 0.53085596495465 }, { "x": 0.4, "y": 0.59991261000015 }, { "x": 0.45, "y": 0.65839935237049 }, { "x": 0.5, "y": 0.70771817086341 }, { "x": 0.55, "y": 0.74925238802044 }, { "x": 0.6, "y": 0.78425006074348 }, { "x": 0.65, "y": 0.81378932541814 }, { "x": 0.7, "y": 0.83878031687351 }, { "x": 0.75, "y": 0.85998179858611 }, { "x": 0.8, "y": 0.87802221044013 }, { "x": 0.85, "y": 0.89342050793909 }, { "x": 0.9, "y": 0.90660491763835 }, { "x": 0.95, "y": 0.91792903993839 }, { "x": 1, "y": 0.92768532236417 }, { "x": 1.05, "y": 0.93611616831398 }, { "x": 1.1, "y": 0.9434230203424 }, { "x": 1.15, "y": 0.94977375448433 }, { "x": 1.2, "y": 0.95530868802511 }, { "x": 1.25, "y": 0.96014545926991 }, { "x": 1.3, "y": 0.96438299428969 }, { "x": 1.35, "y": 0.96810473647795 }, { "x": 1.4, "y": 0.97138128133754 }, { "x": 1.45, "y": 0.97427253120159 }, { "x": 1.5, "y": 0.97682946199592 }, { "x": 1.55, "y": 0.97909557591783 }, { "x": 1.6, "y": 0.98110809928553 }, { "x": 1.65, "y": 0.98289897312906 }, { "x": 1.7, "y": 0.98449567477134 }, { "x": 1.75, "y": 0.98592190121275 }, { "x": 1.8, "y": 0.98719813919832 }, { "x": 1.85, "y": 0.98834214210442 }, { "x": 1.9, "y": 0.98936932998617 }, { "x": 1.95, "y": 0.99029312608158 }, { "x": 2, "y": 0.99112524062093 }, { "x": 2.05, "y": 0.99187591081687 }, { "x": 2.1, "y": 0.99255410431685 }, { "x": 2.15, "y": 0.99316769210826 }, { "x": 2.2, "y": 0.99372359581762 }, { "x": 2.25, "y": 0.99422791349113 }, { "x": 2.3, "y": 0.99468602724615 }, { "x": 2.35, "y": 0.99510269561197 }, { "x": 2.4, "y": 0.99548213290919 }, { "x": 2.45, "y": 0.99582807763132 }, { "x": 2.5, "y": 0.99614385147315 }, { "x": 2.55, "y": 0.9964324103872 }, { "x": 2.6, "y": 0.99669638883098 }, { "x": 2.65, "y": 0.99693813818561 }, { "x": 2.7, "y": 0.99715976017543 }, { "x": 2.75, "y": 0.99736313599108 }, { "x": 2.8, "y": 0.99754995171305 }, { "x": 2.85, "y": 0.99772172054339 }, { "x": 2.9, "y": 0.99787980227865 }, { "x": 2.95, "y": 0.99802542039407 }, { "x": 3, "y": 0.99815967705563 }, { "x": 3.05, "y": 0.99828356633175 }, { "x": 3.1, "y": 0.99839798583785 }, { "x": 3.15, "y": 0.99850374701488 }, { "x": 3.2, "y": 0.99860158421491 }, { "x": 3.25, "y": 0.99869216274355 }, { "x": 3.3, "y": 0.99877608598863 }, { "x": 3.35, "y": 0.99885390174738 }, { "x": 3.4, "y": 0.99892610784954 }, { "x": 3.45, "y": 0.99899315716111 }, { "x": 3.5, "y": 0.99905546204247 }, { "x": 3.55, "y": 0.99911339832518 }, { "x": 3.6, "y": 0.99916730886372 }, { "x": 3.65, "y": 0.99921750671118 }, { "x": 3.7, "y": 0.99926427796205 }, { "x": 3.75, "y": 0.99930788429968 }, { "x": 3.8, "y": 0.99934856528185 }, { "x": 3.85, "y": 0.9993865403932 }, { "x": 3.9, "y": 0.99942201089055 }, { "x": 3.94999999999999, "y": 0.99945516146351 }, { "x": 3.99999999999999, "y": 0.99948616173045 } ] }, { "id": 865, "curve_id": "E8.15", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Embankment: width of 20 m and height equal to 6 meters with a foundation of a 29 m soft clay deposit. Exposed to a flood inundation depth of 2.0 m. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis et al. (2018)", "source_detail": "Argyroudis, S., Mitoulis, S., Winter, M. G., and Kaynia, A. M.: Fragility of critical transportation infrastructure systems subjected to geo-hazards, 16th European conference on earthquake engineering, Thessaloniki, Greece, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.17118298159438, "sigma": 0.77000000023974835, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.171, σ=0.770, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00890500501453 }, { "x": 0.1, "y": 0.07086848107678 }, { "x": 0.15, "y": 0.17289791667012 }, { "x": 0.2, "y": 0.28462301894024 }, { "x": 0.25, "y": 0.38998219983876 }, { "x": 0.3, "y": 0.48301650110474 }, { "x": 0.35, "y": 0.56261853044789 }, { "x": 0.4, "y": 0.62968867034985 }, { "x": 0.45, "y": 0.6858048927013 }, { "x": 0.5, "y": 0.73264284923791 }, { "x": 0.55, "y": 0.77174477914169 }, { "x": 0.6, "y": 0.80444523420028 }, { "x": 0.65, "y": 0.83186429349905 }, { "x": 0.7, "y": 0.85492728692041 }, { "x": 0.75, "y": 0.87439260974642 }, { "x": 0.8, "y": 0.8908797107544 }, { "x": 0.85, "y": 0.90489418522707 }, { "x": 0.9, "y": 0.91684909558201 }, { "x": 0.95, "y": 0.92708258357483 }, { "x": 1, "y": 0.9358721966862 }, { "x": 1.05, "y": 0.94344644537589 }, { "x": 1.1, "y": 0.9499940886501 }, { "x": 1.15, "y": 0.9556715839161 }, { "x": 1.2, "y": 0.96060906576605 }, { "x": 1.25, "y": 0.96491515092605 }, { "x": 1.3, "y": 0.96868080812372 }, { "x": 1.35, "y": 0.97198248305777 }, { "x": 1.4, "y": 0.97488462929454 }, { "x": 1.45, "y": 0.97744176447566 }, { "x": 1.5, "y": 0.97970014631204 }, { "x": 1.55, "y": 0.98169914319551 }, { "x": 1.6, "y": 0.98347235879875 }, { "x": 1.65, "y": 0.98504855787282 }, { "x": 1.7, "y": 0.98645243087743 }, { "x": 1.75, "y": 0.987705227532 }, { "x": 1.8, "y": 0.98882528341294 }, { "x": 1.85, "y": 0.98982845900213 }, { "x": 1.9, "y": 0.99072850684284 }, { "x": 1.95, "y": 0.99153737947505 }, { "x": 2, "y": 0.99226548843899 }, { "x": 2.05, "y": 0.99292192272659 }, { "x": 2.1, "y": 0.99351463352691 }, { "x": 2.15, "y": 0.99405059087553 }, { "x": 2.2, "y": 0.99453591681885 }, { "x": 2.25, "y": 0.99497599889394 }, { "x": 2.3, "y": 0.99537558706593 }, { "x": 2.35, "y": 0.99573887672739 }, { "x": 2.4, "y": 0.9960695799248 }, { "x": 2.45, "y": 0.99637098661638 }, { "x": 2.5, "y": 0.99664601746916 }, { "x": 2.55, "y": 0.99689726945835 }, { "x": 2.6, "y": 0.99712705532973 }, { "x": 2.65, "y": 0.99733743781821 }, { "x": 2.7, "y": 0.99753025937576 }, { "x": 2.75, "y": 0.99770716804626 }, { "x": 2.8, "y": 0.99786964002715 }, { "x": 2.85, "y": 0.99801899937694 }, { "x": 2.9, "y": 0.99815643525885 }, { "x": 2.95, "y": 0.99828301705406 }, { "x": 3, "y": 0.99839970762911 }, { "x": 3.05, "y": 0.99850737500136 }, { "x": 3.1, "y": 0.99860680261179 }, { "x": 3.15, "y": 0.99869869838502 }, { "x": 3.2, "y": 0.99878370273142 }, { "x": 3.25, "y": 0.9988623956249 }, { "x": 3.3, "y": 0.99893530287204 }, { "x": 3.35, "y": 0.99900290167239 }, { "x": 3.4, "y": 0.99906562555668 }, { "x": 3.45, "y": 0.99912386877831 }, { "x": 3.5, "y": 0.99917799022348 }, { "x": 3.55, "y": 0.9992283168972 }, { "x": 3.6, "y": 0.99927514703477 }, { "x": 3.65, "y": 0.99931875288246 }, { "x": 3.7, "y": 0.99935938318531 }, { "x": 3.75, "y": 0.99939726541537 }, { "x": 3.8, "y": 0.99943260776991 }, { "x": 3.85, "y": 0.99946560096502 }, { "x": 3.9, "y": 0.99949641984744 }, { "x": 3.94999999999999, "y": 0.99952522484449 }, { "x": 3.99999999999999, "y": 0.99955216326967 } ] }, { "id": 866, "curve_id": "E8.16", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on an embankment: width of 20 m and height equal to 2 meters. Soil type C. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": 0.0392269627734846, "sigma": 1.0000471172843293, "method": "Curve fitting", "mu_sigma_quality": 0.99999665190058262, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.039, σ=1.000, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00312501212215 }, { "x": 0.1, "y": 0.00959534859918 }, { "x": 0.15, "y": 0.02641299367963 }, { "x": 0.2, "y": 0.04960879546073 }, { "x": 0.25, "y": 0.07700418290804 }, { "x": 0.3, "y": 0.10689826547169 }, { "x": 0.35, "y": 0.13806749775184 }, { "x": 0.4, "y": 0.16965956017643 }, { "x": 0.45, "y": 0.2010916270479 }, { "x": 0.5, "y": 0.23197202486772 }, { "x": 0.55, "y": 0.26204362556022 }, { "x": 0.6, "y": 0.29114379602912 }, { "x": 0.65, "y": 0.31917621232517 }, { "x": 0.7, "y": 0.34609100250715 }, { "x": 0.75, "y": 0.37187070706819 }, { "x": 0.8, "y": 0.39652031036785 }, { "x": 0.85, "y": 0.42006013468485 }, { "x": 0.9, "y": 0.44252075936538 }, { "x": 0.95, "y": 0.46393938161804 }, { "x": 1, "y": 0.48435720981616 }, { "x": 1.05, "y": 0.50381760034475 }, { "x": 1.1, "y": 0.52236473243782 }, { "x": 1.15, "y": 0.54004267377109 }, { "x": 1.2, "y": 0.55689473066426 }, { "x": 1.25, "y": 0.57296300591496 }, { "x": 1.3, "y": 0.58828810814255 }, { "x": 1.35, "y": 0.60290897153503 }, { "x": 1.4, "y": 0.61686275577272 } ] }, { "id": 867, "curve_id": "E8.17", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on an embankment: width of 20 m and height equal to 4 meters. Soil type C. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.562118918153541, "sigma": 0.8999999999999998, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00342536148377 }, { "x": 0.1, "y": 0.02656570631512 }, { "x": 0.15, "y": 0.06899277776427 }, { "x": 0.2, "y": 0.12227528344275 }, { "x": 0.25, "y": 0.17989888773294 }, { "x": 0.3, "y": 0.23786997928907 }, { "x": 0.35, "y": 0.29394629857804 }, { "x": 0.4, "y": 0.34696616305282 }, { "x": 0.45, "y": 0.39640856116574 }, { "x": 0.5, "y": 0.44212373205311 }, { "x": 0.55, "y": 0.4841714292947 }, { "x": 0.6, "y": 0.52272443486125 }, { "x": 0.65, "y": 0.55801123806949 }, { "x": 0.7, "y": 0.59028224801562 }, { "x": 0.75, "y": 0.6197902014688 }, { "x": 0.8, "y": 0.64677915982203 }, { "x": 0.85, "y": 0.67147870348757 }, { "x": 0.9, "y": 0.69410125632068 }, { "x": 0.95, "y": 0.7148412719653 }, { "x": 1, "y": 0.73387550124797 }, { "x": 1.05, "y": 0.75136385944403 }, { "x": 1.1, "y": 0.76745059800254 }, { "x": 1.15, "y": 0.78226560113001 }, { "x": 1.2, "y": 0.79592570009144 }, { "x": 1.25, "y": 0.80853594345008 }, { "x": 1.3, "y": 0.82019078978226 }, { "x": 1.35, "y": 0.83097520693672 }, { "x": 1.4, "y": 0.84096567260314 } ] }, { "id": 868, "curve_id": "E8.18", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on an embankment: width of 20 m and height equal to 6 meters. Soil type C. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.693147180770972, "sigma": 0.70000000088783576, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.693, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00050199315434 }, { "x": 0.1, "y": 0.01074687714473 }, { "x": 0.15, "y": 0.04271975195596 }, { "x": 0.2, "y": 0.09526941785499 }, { "x": 0.25, "y": 0.16103567984645 }, { "x": 0.3, "y": 0.23277123373271 }, { "x": 0.35, "y": 0.30518841372379 }, { "x": 0.4, "y": 0.37494799909215 }, { "x": 0.45, "y": 0.44017914980689 }, { "x": 0.5, "y": 0.5 }, { "x": 0.55, "y": 0.55415157421849 }, { "x": 0.6, "y": 0.60274527276959 }, { "x": 0.65, "y": 0.64609765840983 }, { "x": 0.7, "y": 0.68462611532133 }, { "x": 0.75, "y": 0.71878498428334 }, { "x": 0.8, "y": 0.74902787662733 }, { "x": 0.85, "y": 0.77578658886274 }, { "x": 0.9, "y": 0.79946035698322 }, { "x": 0.95, "y": 0.82041141919188 }, { "x": 1, "y": 0.83896432015355 }, { "x": 1.05, "y": 0.85540733912539 }, { "x": 1.1, "y": 0.86999503467966 }, { "x": 1.15, "y": 0.88295128885447 }, { "x": 1.2, "y": 0.89447248150687 }, { "x": 1.25, "y": 0.90473058214501 }, { "x": 1.3, "y": 0.91387604437927 }, { "x": 1.35, "y": 0.92204044848883 }, { "x": 1.4, "y": 0.92933887405397 } ] }, { "id": 869, "curve_id": "E8.19", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on an embankment: width of 20 m and height equal to 2 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.634878272435969, "sigma": 0.8999999999999998, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00435577539832 }, { "x": 0.1, "y": 0.03194063621991 }, { "x": 0.15, "y": 0.08038436918881 }, { "x": 0.2, "y": 0.13943882601422 }, { "x": 0.25, "y": 0.20188510269226 }, { "x": 0.3, "y": 0.26358652791951 }, { "x": 0.35, "y": 0.32238182404327 }, { "x": 0.4, "y": 0.3772617020058 }, { "x": 0.45, "y": 0.42786573345718 }, { "x": 0.5, "y": 0.47418922072369 }, { "x": 0.55, "y": 0.51641462064028 }, { "x": 0.6, "y": 0.55481509317961 }, { "x": 0.65, "y": 0.58969972170929 }, { "x": 0.7, "y": 0.62138290290308 }, { "x": 0.75, "y": 0.65016780910821 }, { "x": 0.8, "y": 0.67633804912731 }, { "x": 0.85, "y": 0.70015408003546 }, { "x": 0.9, "y": 0.72185233219373 }, { "x": 0.95, "y": 0.74164583764482 }, { "x": 1, "y": 0.7597256435378 }, { "x": 1.05, "y": 0.77626258642781 }, { "x": 1.1, "y": 0.79140918049174 }, { "x": 1.15, "y": 0.80530147975495 }, { "x": 1.2, "y": 0.81806083904811 }, { "x": 1.25, "y": 0.8297955371921 }, { "x": 1.3, "y": 0.84060224886834 }, { "x": 1.35, "y": 0.85056736489182 }, { "x": 1.4, "y": 0.85976816792545 } ] }, { "id": 870, "curve_id": "E8.2", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Anchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.30933332013064, "sigma": 0.50000000105241282, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.309, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00037204272185 }, { "x": 0.1, "y": 0.02348871974308 }, { "x": 0.15, "y": 0.11988270913538 }, { "x": 0.2, "y": 0.27418341656935 }, { "x": 0.25, "y": 0.43883558622754 }, { "x": 0.3, "y": 0.583447518771 }, { "x": 0.35, "y": 0.69812743646947 }, { "x": 0.4, "y": 0.78409120589328 }, { "x": 0.45, "y": 0.84652700343527 }, { "x": 0.5, "y": 0.89109497438127 }, { "x": 0.55, "y": 0.92263085535295 }, { "x": 0.6, "y": 0.94486886191593 }, { "x": 0.65, "y": 0.9605496859599 }, { "x": 0.7, "y": 0.97163054541431 }, { "x": 0.75, "y": 0.97948874861624 }, { "x": 0.8, "y": 0.98508647641928 }, { "x": 0.85, "y": 0.98909408462525 }, { "x": 0.9, "y": 0.99197871454401 }, { "x": 0.95, "y": 0.99406658869353 }, { "x": 1, "y": 0.99558629175077 }, { "x": 1.05, "y": 0.99669866778244 }, { "x": 1.1, "y": 0.99751743188709 }, { "x": 1.15, "y": 0.99812338743555 }, { "x": 1.2, "y": 0.99857425376114 }, { "x": 1.25, "y": 0.99891148167251 }, { "x": 1.3, "y": 0.99916499889376 }, { "x": 1.35, "y": 0.99935652898709 }, { "x": 1.4, "y": 0.99950192371821 }, { "x": 1.45, "y": 0.99961281029817 }, { "x": 1.5, "y": 0.99969776067672 }, { "x": 1.55, "y": 0.9997631258214 }, { "x": 1.6, "y": 0.9998136340151 }, { "x": 1.65, "y": 0.99985282210005 }, { "x": 1.7, "y": 0.99988334786995 }, { "x": 1.75, "y": 0.99990721748162 }, { "x": 1.8, "y": 0.99992595180362 }, { "x": 1.85, "y": 0.99994070867394 }, { "x": 1.9, "y": 0.99995237316829 }, { "x": 1.95, "y": 0.99996162454992 }, { "x": 2, "y": 0.9999689861432 }, { "x": 2.05, "y": 0.99997486264559 }, { "x": 2.1, "y": 0.99997956815842 }, { "x": 2.15, "y": 0.99998334733085 }, { "x": 2.2, "y": 0.99998639137193 }, { "x": 2.25, "y": 0.9999888502232 }, { "x": 2.3, "y": 0.99999084184705 }, { "x": 2.35, "y": 0.9999924593402 }, { "x": 2.4, "y": 0.99999377640078 }, { "x": 2.45, "y": 0.99999485154468 }, { "x": 2.5, "y": 0.9999957313682 }, { "x": 2.55, "y": 0.99999645308098 }, { "x": 2.6, "y": 0.99999704647879 }, { "x": 2.65, "y": 0.99999753548466 }, { "x": 2.7, "y": 0.9999979393566 }, { "x": 2.75, "y": 0.99999827363678 }, { "x": 2.8, "y": 0.99999855089958 }, { "x": 2.85, "y": 0.99999878134297 }, { "x": 2.9, "y": 0.99999897325712 }, { "x": 2.95, "y": 0.99999913339684 }, { "x": 3, "y": 0.99999926727827 }, { "x": 3.05, "y": 0.99999937941595 }, { "x": 3.1, "y": 0.99999947351258 }, { "x": 3.15, "y": 0.99999955261138 }, { "x": 3.2, "y": 0.99999961921864 }, { "x": 3.25, "y": 0.9999996754026 }, { "x": 3.3, "y": 0.99999972287335 }, { "x": 3.35, "y": 0.99999976304753 }, { "x": 3.4, "y": 0.99999979710089 }, { "x": 3.45, "y": 0.99999982601103 }, { "x": 3.5, "y": 0.99999985059227 }, { "x": 3.55, "y": 0.99999987152408 }, { "x": 3.6, "y": 0.9999998893744 }, { "x": 3.65, "y": 0.99999990461873 }, { "x": 3.7, "y": 0.99999991765584 }, { "x": 3.75, "y": 0.9999999288207 }, { "x": 3.8, "y": 0.99999993839511 }, { "x": 3.85, "y": 0.99999994661652 }, { "x": 3.9, "y": 0.99999995368532 }, { "x": 3.94999999999999, "y": 0.99999995977084 }, { "x": 3.99999999999999, "y": 0.99999996501642 } ] }, { "id": 871, "curve_id": "E8.20", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on an embankment: width of 20 m and height equal to 4 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.994252273343866, "sigma": 0.69999999999999973, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00212317209585 }, { "x": 0.1, "y": 0.03080814584559 }, { "x": 0.15, "y": 0.09855814101121 }, { "x": 0.2, "y": 0.1897449318212 }, { "x": 0.25, "y": 0.28771921368173 }, { "x": 0.3, "y": 0.38224085275204 }, { "x": 0.35, "y": 0.46836300012623 }, { "x": 0.4, "y": 0.54433996518678 }, { "x": 0.45, "y": 0.6101212663773 }, { "x": 0.5, "y": 0.66645678289153 }, { "x": 0.55, "y": 0.71440762953266 }, { "x": 0.6, "y": 0.75509451192604 }, { "x": 0.65, "y": 0.78957752931526 }, { "x": 0.7, "y": 0.81880614186428 }, { "x": 0.75, "y": 0.84360522530358 }, { "x": 0.8, "y": 0.86467869207718 }, { "x": 0.85, "y": 0.88262081546046 }, { "x": 0.9, "y": 0.89793014168992 }, { "x": 0.95, "y": 0.91102345086937 }, { "x": 1, "y": 0.92224860597964 }, { "x": 1.05, "y": 0.93189585194936 }, { "x": 1.1, "y": 0.9402074921794 }, { "x": 1.15, "y": 0.9473860427307 }, { "x": 1.2, "y": 0.9536010350928 }, { "x": 1.25, "y": 0.958994656642 }, { "x": 1.3, "y": 0.9636864105395 }, { "x": 1.35, "y": 0.96777695836136 }, { "x": 1.4, "y": 0.97135128674136 } ] }, { "id": 872, "curve_id": "E8.21", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways on an embankment: width of 20 m and height equal to 6 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.60943791243409, "sigma": 0.7999999999999996, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.04155957087041 }, { "x": 0.1, "y": 0.19312610938197 }, { "x": 0.15, "y": 0.35957217301072 }, { "x": 0.2, "y": 0.5 }, { "x": 0.25, "y": 0.60985051219595 }, { "x": 0.3, "y": 0.69386343359725 }, { "x": 0.35, "y": 0.75788635791138 }, { "x": 0.4, "y": 0.80687389061803 }, { "x": 0.45, "y": 0.84462815269671 }, { "x": 0.5, "y": 0.87397067657923 }, { "x": 0.55, "y": 0.89697489402949 }, { "x": 0.6, "y": 0.9151650665129 }, { "x": 0.65, "y": 0.92966744578391 }, { "x": 0.7, "y": 0.94132027285049 }, { "x": 0.75, "y": 0.9507525769152 }, { "x": 0.8, "y": 0.95844042912959 }, { "x": 0.85, "y": 0.9647472034839 }, { "x": 0.9, "y": 0.96995255305471 }, { "x": 0.95, "y": 0.97427341391808 }, { "x": 1, "y": 0.9778793504293 }, { "x": 1.05, "y": 0.9809038579451 }, { "x": 1.1, "y": 0.98345275601392 }, { "x": 1.15, "y": 0.98561047102427 }, { "x": 1.2, "y": 0.98744477566104 }, { "x": 1.25, "y": 0.98901039106291 }, { "x": 1.3, "y": 0.9903517443137 }, { "x": 1.35, "y": 0.99150509388227 }, { "x": 1.4, "y": 0.99250017867246 } ] }, { "id": 873, "curve_id": "E8.22", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways in cuts: width of 20 m and height equal to 6 meters. Soil type C. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.301105092783921, "sigma": 0.99999999999999978, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00352337141173 }, { "x": 0.1, "y": 0.02267034348075 }, { "x": 0.15, "y": 0.05524273425281 }, { "x": 0.2, "y": 0.09538022398758 }, { "x": 0.25, "y": 0.13891891815369 }, { "x": 0.3, "y": 0.18329805450239 }, { "x": 0.35, "y": 0.22701388798333 }, { "x": 0.4, "y": 0.26921606533436 }, { "x": 0.45, "y": 0.30945258502415 }, { "x": 0.5, "y": 0.34751355817737 }, { "x": 0.55, "y": 0.38333559727747 }, { "x": 0.6, "y": 0.41694290023078 }, { "x": 0.65, "y": 0.44841066441431 }, { "x": 0.7, "y": 0.47784224133583 }, { "x": 0.75, "y": 0.50535484953682 }, { "x": 0.8, "y": 0.53107067734799 }, { "x": 0.85, "y": 0.55511141105553 }, { "x": 0.9, "y": 0.57759495411452 }, { "x": 0.95, "y": 0.59863355241171 }, { "x": 1, "y": 0.61833282116931 }, { "x": 1.05, "y": 0.63679134663808 }, { "x": 1.1, "y": 0.65410064944713 }, { "x": 1.15, "y": 0.6703453700914 }, { "x": 1.2, "y": 0.68560358512746 }, { "x": 1.25, "y": 0.69994719430351 }, { "x": 1.3, "y": 0.71344233981109 }, { "x": 1.35, "y": 0.72614983278276 }, { "x": 1.4, "y": 0.73812557144648 } ] }, { "id": 874, "curve_id": "E8.23", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways in cuts: width of 20 m and height equal to 4 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.544727175441665, "sigma": 0.99999999999998446, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.545, σ=1.000, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0071228967802 }, { "x": 0.1, "y": 0.03938584385239 }, { "x": 0.15, "y": 0.08812484423495 }, { "x": 0.2, "y": 0.14350342488037 }, { "x": 0.25, "y": 0.20001513169654 }, { "x": 0.3, "y": 0.25486902530064 }, { "x": 0.35, "y": 0.30674607440064 }, { "x": 0.4, "y": 0.35510891357592 }, { "x": 0.45, "y": 0.39983256152899 }, { "x": 0.5, "y": 0.44100565655789 }, { "x": 0.55, "y": 0.47882220151728 }, { "x": 0.6, "y": 0.51352217207871 }, { "x": 0.65, "y": 0.54535900993473 }, { "x": 0.7, "y": 0.57458214666116 }, { "x": 0.75, "y": 0.6014280223315 }, { "x": 0.8, "y": 0.62611592429527 }, { "x": 0.85, "y": 0.6488465470268 }, { "x": 0.9, "y": 0.66980205980998 }, { "x": 0.95, "y": 0.68914697622861 }, { "x": 1, "y": 0.70702941423322 }, { "x": 1.05, "y": 0.72358250892056 }, { "x": 1.1, "y": 0.73892584294283 }, { "x": 1.15, "y": 0.75316682063962 }, { "x": 1.2, "y": 0.76640194835602 }, { "x": 1.25, "y": 0.77871800486542 }, { "x": 1.3, "y": 0.79019309825049 }, { "x": 1.35, "y": 0.80089761256556 }, { "x": 1.4, "y": 0.81089505126965 } ] }, { "id": 875, "curve_id": "E8.24", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Railways in cuts: width of 20 m and height equal to 6 meters. Soil type D. ", "source_type": "Conference Proceeding", "source_abbrev": "Argyroudis and Kaynia (2015)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Analytical seismic fragility functions for highway and railway embankments and cuts, Earthq Engng Struct Dyn, 44, 1863–1879, https://doi.org/10.1002/eqe.2563, 2015.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.713349887877465, "sigma": 0.99999999999999978, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+O)", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01123338717607 }, { "x": 0.1, "y": 0.05600365054079 }, { "x": 0.15, "y": 0.11825204117819 }, { "x": 0.2, "y": 0.18510287622288 }, { "x": 0.25, "y": 0.25049130861319 }, { "x": 0.3, "y": 0.31184658751853 }, { "x": 0.35, "y": 0.36825739216332 }, { "x": 0.4, "y": 0.41959063478823 }, { "x": 0.45, "y": 0.46606796637696 }, { "x": 0.5, "y": 0.50805916589987 }, { "x": 0.55, "y": 0.54598069679683 }, { "x": 0.6, "y": 0.58024655430275 }, { "x": 0.65, "y": 0.61124559920829 }, { "x": 0.7, "y": 0.63933241737735 }, { "x": 0.75, "y": 0.66482504136514 }, { "x": 0.8, "y": 0.68800605132023 }, { "x": 0.85, "y": 0.7091252201389 }, { "x": 0.9, "y": 0.72840273867402 }, { "x": 0.95, "y": 0.74603252362754 }, { "x": 1, "y": 0.76218536294539 }, { "x": 1.05, "y": 0.777011789723 }, { "x": 1.1, "y": 0.79064464833704 }, { "x": 1.15, "y": 0.80320135422858 }, { "x": 1.2, "y": 0.81478586715317 }, { "x": 1.25, "y": 0.82549040551501 }, { "x": 1.3, "y": 0.83539693150743 }, { "x": 1.35, "y": 0.84457843594229 }, { "x": 1.4, "y": 0.85310004940453 } ] }, { "id": 876, "curve_id": "E8.3", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.46967597005894, "sigma": 0.50000000000000044, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.470, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00113618418149 }, { "x": 0.1, "y": 0.04787481043532 }, { "x": 0.15, "y": 0.19630656902954 }, { "x": 0.2, "y": 0.38992140541754 }, { "x": 0.25, "y": 0.56622181938642 }, { "x": 0.3, "y": 0.70243138252288 }, { "x": 0.35, "y": 0.79946384969407 }, { "x": 0.4, "y": 0.86580341206292 }, { "x": 0.45, "y": 0.91025655084882 }, { "x": 0.5, "y": 0.93979531029768 }, { "x": 0.55, "y": 0.95939236780995 }, { "x": 0.6, "y": 0.97242551306122 }, { "x": 0.65, "y": 0.98113546804519 }, { "x": 0.7, "y": 0.98699297802264 }, { "x": 0.75, "y": 0.9909602959105 }, { "x": 0.8, "y": 0.99366771412026 }, { "x": 0.85, "y": 0.99552965974098 }, { "x": 0.9, "y": 0.99682010790721 }, { "x": 0.95, "y": 0.99772134542808 }, { "x": 1, "y": 0.99835550314621 }, { "x": 1.05, "y": 0.9988050042383 }, { "x": 1.1, "y": 0.99912588606237 }, { "x": 1.15, "y": 0.99935652898709 }, { "x": 1.2, "y": 0.99952341243019 }, { "x": 1.25, "y": 0.99964493638054 }, { "x": 1.3, "y": 0.99973397633574 }, { "x": 1.35, "y": 0.9997996035287 }, { "x": 1.4, "y": 0.99984825131871 }, { "x": 1.45, "y": 0.99988451157402 }, { "x": 1.5, "y": 0.99991168214929 }, { "x": 1.55, "y": 0.99993214577653 }, { "x": 1.6, "y": 0.99994763399842 }, { "x": 1.65, "y": 0.99995941219355 }, { "x": 1.7, "y": 0.99996841008712 }, { "x": 1.75, "y": 0.99997531436165 }, { "x": 1.8, "y": 0.99998063475635 }, { "x": 1.85, "y": 0.99998475151061 }, { "x": 1.9, "y": 0.9999879496033 }, { "x": 1.95, "y": 0.9999904435936 }, { "x": 2, "y": 0.99999239573558 }, { "x": 2.05, "y": 0.99999392925354 }, { "x": 2.1, "y": 0.99999513811766 }, { "x": 2.15, "y": 0.99999609427619 }, { "x": 2.2, "y": 0.99999685303005 }, { "x": 2.25, "y": 0.99999745704457 }, { "x": 2.3, "y": 0.9999979393566 }, { "x": 2.35, "y": 0.99999832563791 }, { "x": 2.4, "y": 0.99999863590558 }, { "x": 2.45, "y": 0.99999888581958 }, { "x": 2.5, "y": 0.99999908767079 }, { "x": 2.55, "y": 0.99999925113622 }, { "x": 2.6, "y": 0.99999938385811 }, { "x": 2.65, "y": 0.99999949188975 }, { "x": 2.7, "y": 0.99999958003971 }, { "x": 2.75, "y": 0.9999996521385 }, { "x": 2.8, "y": 0.99999971124591 }, { "x": 2.85, "y": 0.99999975981254 }, { "x": 2.9, "y": 0.99999979980624 }, { "x": 2.95, "y": 0.99999983281117 }, { "x": 3, "y": 0.99999986010577 }, { "x": 3.05, "y": 0.99999988272425 }, { "x": 3.1, "y": 0.99999990150521 }, { "x": 3.15, "y": 0.99999991713016 }, { "x": 3.2, "y": 0.99999993015425 }, { "x": 3.25, "y": 0.99999994103062 }, { "x": 3.3, "y": 0.99999995012998 }, { "x": 3.35, "y": 0.99999995775621 }, { "x": 3.4, "y": 0.99999996415891 }, { "x": 3.45, "y": 0.99999996954355 }, { "x": 3.5, "y": 0.99999997407953 }, { "x": 3.55, "y": 0.99999997790684 }, { "x": 3.6, "y": 0.99999998114135 }, { "x": 3.65, "y": 0.99999998387914 }, { "x": 3.7, "y": 0.99999998620005 }, { "x": 3.75, "y": 0.99999998817049 }, { "x": 3.8, "y": 0.99999998984584 }, { "x": 3.85, "y": 0.99999999127235 }, { "x": 3.9, "y": 0.99999999248869 }, { "x": 3.94999999999999, "y": 0.99999999352726 }, { "x": 3.99999999999999, "y": 0.99999999441525 } ] }, { "id": 877, "curve_id": "E8.4", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.60943791243437, "sigma": 0.45000000000132778, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.609, σ=0.450, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00103273209075 }, { "x": 0.1, "y": 0.0617403245184 }, { "x": 0.15, "y": 0.26131600993346 }, { "x": 0.2, "y": 0.5 }, { "x": 0.25, "y": 0.69000854147805 }, { "x": 0.3, "y": 0.81621476541319 }, { "x": 0.35, "y": 0.89317486857608 }, { "x": 0.4, "y": 0.9382596754816 }, { "x": 0.45, "y": 0.96423257911638 }, { "x": 0.5, "y": 0.97913494348787 }, { "x": 0.55, "y": 0.98771196963359 }, { "x": 0.6, "y": 0.99268398277658 }, { "x": 0.65, "y": 0.99559361765104 }, { "x": 0.7, "y": 0.99731466707515 }, { "x": 0.75, "y": 0.99834423577705 }, { "x": 0.8, "y": 0.99896726790925 }, { "x": 0.85, "y": 0.99934863008738 }, { "x": 0.9, "y": 0.99958470496202 }, { "x": 0.95, "y": 0.99973245239008 }, { "x": 1, "y": 0.9998259064436 }, { "x": 1.05, "y": 0.99988562680455 }, { "x": 1.1, "y": 0.99992416806583 }, { "x": 1.15, "y": 0.99994927776936 }, { "x": 1.2, "y": 0.99996578617537 }, { "x": 1.25, "y": 0.99997673473514 }, { "x": 1.3, "y": 0.99998405696478 }, { "x": 1.35, "y": 0.99998899343854 }, { "x": 1.4, "y": 0.99999234723587 }, { "x": 1.45, "y": 0.99999464269429 }, { "x": 1.5, "y": 0.99999622498951 }, { "x": 1.55, "y": 0.99999732316165 }, { "x": 1.6, "y": 0.9999980903531 }, { "x": 1.65, "y": 0.99999862971355 }, { "x": 1.7, "y": 0.99999901121284 }, { "x": 1.75, "y": 0.99999928263813 }, { "x": 1.8, "y": 0.99999947684142 }, { "x": 1.85, "y": 0.99999961655062 }, { "x": 1.9, "y": 0.99999971758581 }, { "x": 1.95, "y": 0.99999979102379 }, { "x": 2, "y": 0.99999984466449 }, { "x": 2.05, "y": 0.99999988403063 }, { "x": 2.1, "y": 0.99999991305334 }, { "x": 2.15, "y": 0.99999993454531 }, { "x": 2.2, "y": 0.99999995052895 }, { "x": 2.25, "y": 0.99999996246549 }, { "x": 2.3, "y": 0.99999997141562 }, { "x": 2.35, "y": 0.99999997815274 }, { "x": 2.4, "y": 0.99999998324329 }, { "x": 2.45, "y": 0.99999998710384 }, { "x": 2.5, "y": 0.99999999004206 }, { "x": 2.55, "y": 0.99999999228607 }, { "x": 2.6, "y": 0.99999999400567 }, { "x": 2.65, "y": 0.99999999532775 }, { "x": 2.7, "y": 0.99999999634743 }, { "x": 2.75, "y": 0.99999999713633 }, { "x": 2.8, "y": 0.99999999774853 }, { "x": 2.85, "y": 0.99999999822501 }, { "x": 2.9, "y": 0.99999999859691 }, { "x": 2.95, "y": 0.99999999888801 }, { "x": 3, "y": 0.99999999911647 }, { "x": 3.05, "y": 0.99999999929626 }, { "x": 3.1, "y": 0.99999999943811 }, { "x": 3.15, "y": 0.9999999995503 }, { "x": 3.2, "y": 0.99999999963927 }, { "x": 3.25, "y": 0.99999999970998 }, { "x": 3.3, "y": 0.99999999976632 }, { "x": 3.35, "y": 0.99999999981131 }, { "x": 3.4, "y": 0.99999999984732 }, { "x": 3.45, "y": 0.9999999998762 }, { "x": 3.5, "y": 0.99999999989942 }, { "x": 3.55, "y": 0.99999999991812 }, { "x": 3.6, "y": 0.99999999993321 }, { "x": 3.65, "y": 0.99999999994542 }, { "x": 3.7, "y": 0.99999999995532 }, { "x": 3.75, "y": 0.99999999996335 }, { "x": 3.8, "y": 0.99999999996989 }, { "x": 3.85, "y": 0.99999999997522 }, { "x": 3.9, "y": 0.99999999997957 }, { "x": 3.94999999999999, "y": 0.99999999998313 }, { "x": 3.99999999999999, "y": 0.99999999998604 } ] }, { "id": 878, "curve_id": "E8.5", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Anchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.04982212525079, "sigma": 0.65000000224882859, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.050, σ=0.650, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00137804823339 }, { "x": 0.1, "y": 0.02696940530517 }, { "x": 0.15, "y": 0.09619605872028 }, { "x": 0.2, "y": 0.19463351625887 }, { "x": 0.25, "y": 0.30235138616514 }, { "x": 0.3, "y": 0.40626831452972 }, { "x": 0.35, "y": 0.5 }, { "x": 0.4, "y": 0.581383045631 }, { "x": 0.45, "y": 0.65048773437631 }, { "x": 0.5, "y": 0.70840485687375 }, { "x": 0.55, "y": 0.75658568082809 }, { "x": 0.6, "y": 0.79651155860834 }, { "x": 0.65, "y": 0.82954481206834 }, { "x": 0.7, "y": 0.85687411332172 }, { "x": 0.75, "y": 0.87950645975706 }, { "x": 0.8, "y": 0.89828024922672 }, { "x": 0.85, "y": 0.91388633523124 }, { "x": 0.9, "y": 0.92689060234123 }, { "x": 0.95, "y": 0.93775511134284 }, { "x": 1, "y": 0.9468566661246 }, { "x": 1.05, "y": 0.95450254514982 }, { "x": 1.1, "y": 0.9609435514619 }, { "x": 1.15, "y": 0.96638469922988 }, { "x": 1.2, "y": 0.97099389609139 }, { "x": 1.25, "y": 0.9749089645161 }, { "x": 1.3, "y": 0.97824330598855 }, { "x": 1.35, "y": 0.98109046596025 }, { "x": 1.4, "y": 0.98352781324049 }, { "x": 1.45, "y": 0.98561950811872 }, { "x": 1.5, "y": 0.98741890002118 }, { "x": 1.55, "y": 0.98897046776515 }, { "x": 1.6, "y": 0.9903113928761 }, { "x": 1.65, "y": 0.99147283821532 }, { "x": 1.7, "y": 0.992480989578 }, { "x": 1.75, "y": 0.99335790628864 }, { "x": 1.8, "y": 0.99412221756495 }, { "x": 1.85, "y": 0.9947896940651 }, { "x": 1.9, "y": 0.99537371818718 }, { "x": 1.95, "y": 0.99588567204131 }, { "x": 2, "y": 0.99633525831466 }, { "x": 2.05, "y": 0.99673076630021 }, { "x": 2.1, "y": 0.99707929300498 }, { "x": 2.15, "y": 0.99738692736904 }, { "x": 2.2, "y": 0.99765890411634 }, { "x": 2.25, "y": 0.99789973254448 }, { "x": 2.3, "y": 0.99811330458341 }, { "x": 2.35, "y": 0.998302985664 }, { "x": 2.4, "y": 0.99847169129973 }, { "x": 2.45, "y": 0.99862195176661 }, { "x": 2.5, "y": 0.99875596684641 }, { "x": 2.55, "y": 0.99887565225515 }, { "x": 2.6, "y": 0.99898267909916 }, { "x": 2.65, "y": 0.99907850747183 }, { "x": 2.7, "y": 0.99916441511618 }, { "x": 2.75, "y": 0.99924152192405 }, { "x": 2.8, "y": 0.99931081091492 }, { "x": 2.85, "y": 0.99937314623275 }, { "x": 2.9, "y": 0.9994292886116 }, { "x": 2.95, "y": 0.99947990868899 }, { "x": 3, "y": 0.9995255984856 }, { "x": 3.05, "y": 0.99956688132028 }, { "x": 3.1, "y": 0.99960422038714 }, { "x": 3.15, "y": 0.99963802618711 }, { "x": 3.2, "y": 0.99966866297668 }, { "x": 3.25, "y": 0.99969645437225 }, { "x": 3.3, "y": 0.99972168822779 }, { "x": 3.35, "y": 0.99974462088615 }, { "x": 3.4, "y": 0.99976548088962 }, { "x": 3.45, "y": 0.99978447222301 }, { "x": 3.5, "y": 0.99980177715195 }, { "x": 3.55, "y": 0.99981755871014 }, { "x": 3.6, "y": 0.99983196288196 }, { "x": 3.65, "y": 0.99984512051997 }, { "x": 3.7, "y": 0.99985714903167 }, { "x": 3.75, "y": 0.99986815386521 }, { "x": 3.8, "y": 0.99987822981928 }, { "x": 3.85, "y": 0.9998874621997 }, { "x": 3.9, "y": 0.99989592784146 }, { "x": 3.94999999999999, "y": 0.99990369601316 }, { "x": 3.99999999999999, "y": 0.99991082921808 } ] }, { "id": 879, "curve_id": "E8.6", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Anchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.30933331998376, "sigma": 0.45000000000000029, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.309, σ=0.450, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 8.928397485E-05 }, { "x": 0.1, "y": 0.01364913143042 }, { "x": 0.15, "y": 0.09574353627104 }, { "x": 0.2, "y": 0.25241829474498 }, { "x": 0.25, "y": 0.43210223649673 }, { "x": 0.3, "y": 0.59255971041106 }, { "x": 0.35, "y": 0.71792607764846 }, { "x": 0.4, "y": 0.80878507540268 }, { "x": 0.45, "y": 0.8718475438318 }, { "x": 0.5, "y": 0.91454763657562 }, { "x": 0.55, "y": 0.94307274772586 }, { "x": 0.6, "y": 0.96200658142706 }, { "x": 0.65, "y": 0.97455073204286 }, { "x": 0.7, "y": 0.98287086594782 }, { "x": 0.75, "y": 0.98840640101186 }, { "x": 0.8, "y": 0.99210546329844 }, { "x": 0.85, "y": 0.994590270006 }, { "x": 0.9, "y": 0.99626905203154 }, { "x": 0.95, "y": 0.99741018296085 }, { "x": 1, "y": 0.99819071337497 }, { "x": 1.05, "y": 0.99872797455067 }, { "x": 1.1, "y": 0.99910012485198 }, { "x": 1.15, "y": 0.99935952016914 }, { "x": 1.2, "y": 0.99954143775464 }, { "x": 1.25, "y": 0.9996697899614 }, { "x": 1.3, "y": 0.99976088366384 }, { "x": 1.35, "y": 0.9998259064436 }, { "x": 1.4, "y": 0.99987257970367 }, { "x": 1.45, "y": 0.99990626406198 }, { "x": 1.5, "y": 0.99993070275179 }, { "x": 1.55, "y": 0.99994852447133 }, { "x": 1.6, "y": 0.99996158548798 }, { "x": 1.65, "y": 0.99997120371826 }, { "x": 1.7, "y": 0.99997831980118 }, { "x": 1.75, "y": 0.99998360855298 }, { "x": 1.8, "y": 0.99998755651005 }, { "x": 1.85, "y": 0.99999051616735 }, { "x": 1.9, "y": 0.99999274411493 }, { "x": 1.95, "y": 0.9999944279899 }, { "x": 2, "y": 0.99999570561916 }, { "x": 2.05, "y": 0.99999667868166 }, { "x": 2.1, "y": 0.99999742250563 }, { "x": 2.15, "y": 0.99999799312647 }, { "x": 2.2, "y": 0.99999843239431 }, { "x": 2.25, "y": 0.99999877168619 }, { "x": 2.3, "y": 0.99999903461577 }, { "x": 2.35, "y": 0.99999923901937 }, { "x": 2.4, "y": 0.99999939841758 }, { "x": 2.45, "y": 0.99999952309514 }, { "x": 2.5, "y": 0.99999962090185 }, { "x": 2.55, "y": 0.99999969784879 }, { "x": 2.6, "y": 0.99999975855378 }, { "x": 2.65, "y": 0.99999980657544 }, { "x": 2.7, "y": 0.99999984466449 }, { "x": 2.75, "y": 0.99999987495348 }, { "x": 2.8, "y": 0.99999989910051 }, { "x": 2.85, "y": 0.99999991839843 }, { "x": 2.9, "y": 0.99999993385807 }, { "x": 2.95, "y": 0.99999994627192 }, { "x": 3, "y": 0.99999995626288 }, { "x": 3.05, "y": 0.99999996432185 }, { "x": 3.1, "y": 0.99999997083665 }, { "x": 3.15, "y": 0.99999997611441 }, { "x": 3.2, "y": 0.99999998039897 }, { "x": 3.25, "y": 0.99999998388435 }, { "x": 3.3, "y": 0.99999998672528 }, { "x": 3.35, "y": 0.99999998904547 }, { "x": 3.4, "y": 0.99999999094399 }, { "x": 3.45, "y": 0.99999999250039 }, { "x": 3.5, "y": 0.99999999377866 }, { "x": 3.55, "y": 0.99999999483041 }, { "x": 3.6, "y": 0.99999999569728 }, { "x": 3.65, "y": 0.99999999641303 }, { "x": 3.7, "y": 0.99999999700499 }, { "x": 3.75, "y": 0.99999999749538 }, { "x": 3.8, "y": 0.99999999790229 }, { "x": 3.85, "y": 0.99999999824048 }, { "x": 3.9, "y": 0.99999999852199 }, { "x": 3.94999999999999, "y": 0.99999999875668 }, { "x": 3.99999999999999, "y": 0.99999999895262 } ] }, { "id": 880, "curve_id": "E8.7", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Unanchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.27296567588157, "sigma": 0.50000000049122839, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.273, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00028496698042 }, { "x": 0.1, "y": 0.01973568233927 }, { "x": 0.15, "y": 0.10595902967171 }, { "x": 0.2, "y": 0.25049130861319 }, { "x": 0.25, "y": 0.41034508885878 }, { "x": 0.3, "y": 0.55487415739176 }, { "x": 0.35, "y": 0.67230506428846 }, { "x": 0.4, "y": 0.76218536294539 }, { "x": 0.45, "y": 0.82866832149736 }, { "x": 0.5, "y": 0.87690168304245 }, { "x": 0.55, "y": 0.91153327606076 }, { "x": 0.6, "y": 0.93628062247503 }, { "x": 0.65, "y": 0.95394447488803 }, { "x": 0.7, "y": 0.96656758159108 }, { "x": 0.75, "y": 0.97561329965965 }, { "x": 0.8, "y": 0.98211992638285 }, { "x": 0.85, "y": 0.98682091195391 }, { "x": 0.9, "y": 0.99023378186527 }, { "x": 0.95, "y": 0.99272408574587 }, { "x": 1, "y": 0.99455066905164 }, { "x": 1.05, "y": 0.99589745326514 }, { "x": 1.1, "y": 0.99689565819783 }, { "x": 1.15, "y": 0.99763932577888 }, { "x": 1.2, "y": 0.99819617505887 }, { "x": 1.25, "y": 0.99861521000171 }, { "x": 1.3, "y": 0.99893206849677 }, { "x": 1.35, "y": 0.99917279755517 }, { "x": 1.4, "y": 0.99935652898709 }, { "x": 1.45, "y": 0.99949738429737 }, { "x": 1.5, "y": 0.99960583714092 }, { "x": 1.55, "y": 0.9996896924181 }, { "x": 1.6, "y": 0.99975479323269 }, { "x": 1.65, "y": 0.99980553378285 }, { "x": 1.7, "y": 0.99984523321664 }, { "x": 1.75, "y": 0.99987640941385 }, { "x": 1.8, "y": 0.99990098040316 }, { "x": 1.85, "y": 0.99992041321014 }, { "x": 1.9, "y": 0.99993583434253 }, { "x": 1.95, "y": 0.99994811215462 }, { "x": 2, "y": 0.99995791850757 }, { "x": 2.05, "y": 0.99996577512035 }, { "x": 2.1, "y": 0.99997208855263 }, { "x": 2.15, "y": 0.99997717671125 }, { "x": 2.2, "y": 0.99998128901103 }, { "x": 2.25, "y": 0.99998462176601 }, { "x": 2.3, "y": 0.99998732998234 }, { "x": 2.35, "y": 0.99998953642587 }, { "x": 2.4, "y": 0.99999133861839 }, { "x": 2.45, "y": 0.9999928142537 }, { "x": 2.5, "y": 0.99999402540421 }, { "x": 2.55, "y": 0.99999502179852 }, { "x": 2.6, "y": 0.99999584338304 }, { "x": 2.65, "y": 0.99999652233024 }, { "x": 2.7, "y": 0.99999708461754 }, { "x": 2.75, "y": 0.99999755127236 }, { "x": 2.8, "y": 0.9999979393566 }, { "x": 2.85, "y": 0.99999826274719 }, { "x": 2.9, "y": 0.99999853275668 }, { "x": 2.95, "y": 0.99999875862787 }, { "x": 3, "y": 0.99999894792909 }, { "x": 3.05, "y": 0.99999910687087 }, { "x": 3.1, "y": 0.99999924056019 }, { "x": 3.15, "y": 0.99999935320519 }, { "x": 3.2, "y": 0.9999994482803 }, { "x": 3.25, "y": 0.99999952865977 }, { "x": 3.3, "y": 0.99999959672592 }, { "x": 3.35, "y": 0.99999965445701 }, { "x": 3.4, "y": 0.99999970349876 }, { "x": 3.45, "y": 0.99999974522273 }, { "x": 3.5, "y": 0.99999978077401 }, { "x": 3.55, "y": 0.99999981111019 }, { "x": 3.6, "y": 0.99999983703349 }, { "x": 3.65, "y": 0.99999985921701 }, { "x": 3.7, "y": 0.99999987822645 }, { "x": 3.75, "y": 0.99999989453799 }, { "x": 3.8, "y": 0.9999999085531 }, { "x": 3.85, "y": 0.99999992061074 }, { "x": 3.9, "y": 0.99999993099754 }, { "x": 3.94999999999999, "y": 0.99999993995623 }, { "x": 3.99999999999999, "y": 0.99999994769266 } ] }, { "id": 881, "curve_id": "E8.8", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Unanchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.46967597005946, "sigma": 0.40000000000265795, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.470, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 6.805266433E-05 }, { "x": 0.1, "y": 0.01865877912442 }, { "x": 0.15, "y": 0.14262271196422 }, { "x": 0.2, "y": 0.36339269413618 }, { "x": 0.25, "y": 0.58256276055736 }, { "x": 0.3, "y": 0.74673737391649 }, { "x": 0.35, "y": 0.85305693177251 }, { "x": 0.4, "y": 0.91673854221197 }, { "x": 0.45, "y": 0.95331870804198 }, { "x": 0.5, "y": 0.97389038207404 }, { "x": 0.55, "y": 0.98535634200954 }, { "x": 0.6, "y": 0.99173787677425 }, { "x": 0.65, "y": 0.99530108743545 }, { "x": 0.7, "y": 0.99730292805691 }, { "x": 0.75, "y": 0.99843657743727 }, { "x": 0.8, "y": 0.9990844171133 }, { "x": 0.85, "y": 0.99945824263456 }, { "x": 0.9, "y": 0.99967612358124 }, { "x": 0.95, "y": 0.99980440475203 }, { "x": 1, "y": 0.99988069739643 }, { "x": 1.05, "y": 0.99992652424394 }, { "x": 1.1, "y": 0.99995432067974 }, { "x": 1.15, "y": 0.99997134174908 }, { "x": 1.2, "y": 0.99998186135048 }, { "x": 1.25, "y": 0.99998842139287 }, { "x": 1.3, "y": 0.99999254793764 }, { "x": 1.35, "y": 0.99999516561683 }, { "x": 1.4, "y": 0.99999683969214 }, { "x": 1.45, "y": 0.99999791874697 }, { "x": 1.5, "y": 0.99999861956689 }, { "x": 1.55, "y": 0.99999907808014 }, { "x": 1.6, "y": 0.99999938019492 }, { "x": 1.65, "y": 0.99999958062499 }, { "x": 1.7, "y": 0.99999971447701 }, { "x": 1.75, "y": 0.99999980443974 }, { "x": 1.8, "y": 0.99999986527906 }, { "x": 1.85, "y": 0.99999990666977 }, { "x": 1.9, "y": 0.99999993499242 }, { "x": 1.95, "y": 0.9999999544818 }, { "x": 2, "y": 0.99999996796578 }, { "x": 2.05, "y": 0.99999997734401 }, { "x": 2.1, "y": 0.99999998389999 }, { "x": 2.15, "y": 0.99999998850573 }, { "x": 2.2, "y": 0.99999999175692 }, { "x": 2.25, "y": 0.99999999406265 }, { "x": 2.3, "y": 0.99999999570526 }, { "x": 2.35, "y": 0.99999999688061 }, { "x": 2.4, "y": 0.99999999772522 }, { "x": 2.45, "y": 0.99999999833466 }, { "x": 2.5, "y": 0.99999999877621 }, { "x": 2.55, "y": 0.99999999909736 }, { "x": 2.6, "y": 0.99999999933184 }, { "x": 2.65, "y": 0.99999999950368 }, { "x": 2.7, "y": 0.99999999963007 }, { "x": 2.75, "y": 0.99999999972335 }, { "x": 2.8, "y": 0.99999999979245 }, { "x": 2.85, "y": 0.99999999984379 }, { "x": 2.9, "y": 0.99999999988207 }, { "x": 2.95, "y": 0.9999999999107 }, { "x": 3, "y": 0.99999999993218 }, { "x": 3.05, "y": 0.99999999994835 }, { "x": 3.1, "y": 0.99999999996055 }, { "x": 3.15, "y": 0.99999999996979 }, { "x": 3.2, "y": 0.9999999999768 }, { "x": 3.25, "y": 0.99999999998214 }, { "x": 3.3, "y": 0.99999999998621 }, { "x": 3.35, "y": 0.99999999998933 }, { "x": 3.4, "y": 0.99999999999173 }, { "x": 3.45, "y": 0.99999999999357 }, { "x": 3.5, "y": 0.99999999999499 }, { "x": 3.55, "y": 0.99999999999608 }, { "x": 3.6, "y": 0.99999999999693 }, { "x": 3.65, "y": 0.99999999999759 }, { "x": 3.7, "y": 0.99999999999811 }, { "x": 3.75, "y": 0.99999999999851 }, { "x": 3.8, "y": 0.99999999999882 }, { "x": 3.85, "y": 0.99999999999907 }, { "x": 3.9, "y": 0.99999999999926 }, { "x": 3.94999999999999, "y": 0.99999999999941 }, { "x": 3.99999999999999, "y": 0.99999999999953 } ] }, { "id": 882, "curve_id": "E8.9", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Light rail DC power substation", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.30933331998376, "sigma": 0.45000000000000029, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.309, σ=0.450, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 8.928397485E-05 }, { "x": 0.1, "y": 0.01364913143042 }, { "x": 0.15, "y": 0.09574353627104 }, { "x": 0.2, "y": 0.25241829474498 }, { "x": 0.25, "y": 0.43210223649673 }, { "x": 0.3, "y": 0.59255971041106 }, { "x": 0.35, "y": 0.71792607764846 }, { "x": 0.4, "y": 0.80878507540268 }, { "x": 0.45, "y": 0.8718475438318 }, { "x": 0.5, "y": 0.91454763657562 }, { "x": 0.55, "y": 0.94307274772586 }, { "x": 0.6, "y": 0.96200658142706 }, { "x": 0.65, "y": 0.97455073204286 }, { "x": 0.7, "y": 0.98287086594782 }, { "x": 0.75, "y": 0.98840640101186 }, { "x": 0.8, "y": 0.99210546329844 }, { "x": 0.85, "y": 0.994590270006 }, { "x": 0.9, "y": 0.99626905203154 }, { "x": 0.95, "y": 0.99741018296085 }, { "x": 1, "y": 0.99819071337497 }, { "x": 1.05, "y": 0.99872797455067 }, { "x": 1.1, "y": 0.99910012485198 }, { "x": 1.15, "y": 0.99935952016914 }, { "x": 1.2, "y": 0.99954143775464 }, { "x": 1.25, "y": 0.9996697899614 }, { "x": 1.3, "y": 0.99976088366384 }, { "x": 1.35, "y": 0.9998259064436 }, { "x": 1.4, "y": 0.99987257970367 }, { "x": 1.45, "y": 0.99990626406198 }, { "x": 1.5, "y": 0.99993070275179 }, { "x": 1.55, "y": 0.99994852447133 }, { "x": 1.6, "y": 0.99996158548798 }, { "x": 1.65, "y": 0.99997120371826 }, { "x": 1.7, "y": 0.99997831980118 }, { "x": 1.75, "y": 0.99998360855298 }, { "x": 1.8, "y": 0.99998755651005 }, { "x": 1.85, "y": 0.99999051616735 }, { "x": 1.9, "y": 0.99999274411493 }, { "x": 1.95, "y": 0.9999944279899 }, { "x": 2, "y": 0.99999570561916 }, { "x": 2.05, "y": 0.99999667868166 }, { "x": 2.1, "y": 0.99999742250563 }, { "x": 2.15, "y": 0.99999799312647 }, { "x": 2.2, "y": 0.99999843239431 }, { "x": 2.25, "y": 0.99999877168619 }, { "x": 2.3, "y": 0.99999903461577 }, { "x": 2.35, "y": 0.99999923901937 }, { "x": 2.4, "y": 0.99999939841758 }, { "x": 2.45, "y": 0.99999952309514 }, { "x": 2.5, "y": 0.99999962090185 }, { "x": 2.55, "y": 0.99999969784879 }, { "x": 2.6, "y": 0.99999975855378 }, { "x": 2.65, "y": 0.99999980657544 }, { "x": 2.7, "y": 0.99999984466449 }, { "x": 2.75, "y": 0.99999987495348 }, { "x": 2.8, "y": 0.99999989910051 }, { "x": 2.85, "y": 0.99999991839843 }, { "x": 2.9, "y": 0.99999993385807 }, { "x": 2.95, "y": 0.99999994627192 }, { "x": 3, "y": 0.99999995626288 }, { "x": 3.05, "y": 0.99999996432185 }, { "x": 3.1, "y": 0.99999997083665 }, { "x": 3.15, "y": 0.99999997611441 }, { "x": 3.2, "y": 0.99999998039897 }, { "x": 3.25, "y": 0.99999998388435 }, { "x": 3.3, "y": 0.99999998672528 }, { "x": 3.35, "y": 0.99999998904547 }, { "x": 3.4, "y": 0.99999999094399 }, { "x": 3.45, "y": 0.99999999250039 }, { "x": 3.5, "y": 0.99999999377866 }, { "x": 3.55, "y": 0.99999999483041 }, { "x": 3.6, "y": 0.99999999569728 }, { "x": 3.65, "y": 0.99999999641303 }, { "x": 3.7, "y": 0.99999999700499 }, { "x": 3.75, "y": 0.99999999749538 }, { "x": 3.8, "y": 0.99999999790229 }, { "x": 3.85, "y": 0.99999999824048 }, { "x": 3.9, "y": 0.99999999852199 }, { "x": 3.94999999999999, "y": 0.99999999875668 }, { "x": 3.99999999999999, "y": 0.99999999895262 } ] }, { "id": 883, "curve_id": "E9.1", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Anchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -0.843970070294534, "sigma": 0.45000000000003643, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.844, σ=0.450, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 8.6912162E-07 }, { "x": 0.1, "y": 0.00059479023303 }, { "x": 0.15, "y": 0.00963327267173 }, { "x": 0.2, "y": 0.04446777108392 }, { "x": 0.25, "y": 0.11406978797381 }, { "x": 0.3, "y": 0.21185363853033 }, { "x": 0.35, "y": 0.32367417241063 }, { "x": 0.4, "y": 0.43615988990693 }, { "x": 0.45, "y": 0.54023568417994 }, { "x": 0.5, "y": 0.63124854867232 }, { "x": 0.55, "y": 0.70779770989557 }, { "x": 0.6, "y": 0.77044737688787 }, { "x": 0.65, "y": 0.82074126054743 }, { "x": 0.7, "y": 0.86056872395396 }, { "x": 0.75, "y": 0.89180705793226 }, { "x": 0.8, "y": 0.91614731267261 }, { "x": 0.85, "y": 0.9350296621316 }, { "x": 0.9, "y": 0.94963808233174 }, { "x": 0.95, "y": 0.9609234271802 }, { "x": 1, "y": 0.96963726240611 }, { "x": 1.05, "y": 0.9763671540237 }, { "x": 1.1, "y": 0.98156901082664 }, { "x": 1.15, "y": 0.98559479945246 }, { "x": 1.2, "y": 0.98871535952517 }, { "x": 1.25, "y": 0.99113870667937 }, { "x": 1.3, "y": 0.99302446417136 }, { "x": 1.35, "y": 0.99449510819601 }, { "x": 1.4, "y": 0.99564465946627 }, { "x": 1.45, "y": 0.9965453639641 }, { "x": 1.5, "y": 0.99725280940235 }, { "x": 1.55, "y": 0.99780983488037 }, { "x": 1.6, "y": 0.99824951481454 }, { "x": 1.65, "y": 0.99859743544841 }, { "x": 1.7, "y": 0.99887343205595 }, { "x": 1.75, "y": 0.99909291554522 }, { "x": 1.8, "y": 0.99926788661459 }, { "x": 1.85, "y": 0.99940771212409 }, { "x": 1.9, "y": 0.99951972039458 }, { "x": 1.95, "y": 0.99960965848573 }, { "x": 2, "y": 0.9996820441332 }, { "x": 2.05, "y": 0.99974043716527 }, { "x": 2.1, "y": 0.99978764926594 }, { "x": 2.15, "y": 0.9998259064436 }, { "x": 2.2, "y": 0.99985697514866 }, { "x": 2.25, "y": 0.99988226039436 }, { "x": 2.3, "y": 0.99990288226906 }, { "x": 2.35, "y": 0.99991973573499 }, { "x": 2.4, "y": 0.99993353747073 }, { "x": 2.45, "y": 0.99994486264826 }, { "x": 2.5, "y": 0.99995417387258 }, { "x": 2.55, "y": 0.99996184400527 }, { "x": 2.6, "y": 0.99996817420472 }, { "x": 2.65, "y": 0.99997340821687 }, { "x": 2.7, "y": 0.99997774372047 }, { "x": 2.75, "y": 0.99998134135338 }, { "x": 2.8, "y": 0.99998433190912 }, { "x": 2.85, "y": 0.99998682208669 }, { "x": 2.9, "y": 0.99998889909393 }, { "x": 2.95, "y": 0.9999906343406 }, { "x": 3, "y": 0.99999208640707 }, { "x": 3.05, "y": 0.99999330343546 }, { "x": 3.1, "y": 0.99999432505935 }, { "x": 3.15, "y": 0.99999518396404 }, { "x": 3.2, "y": 0.99999590715053 }, { "x": 3.25, "y": 0.99999651696133 }, { "x": 3.3, "y": 0.99999703191455 }, { "x": 3.35, "y": 0.99999746738328 }, { "x": 3.4, "y": 0.99999783614993 }, { "x": 3.45, "y": 0.99999814885938 }, { "x": 3.5, "y": 0.99999841438994 }, { "x": 3.55, "y": 0.99999864015773 }, { "x": 3.6, "y": 0.99999883236656 }, { "x": 3.65, "y": 0.99999899621369 }, { "x": 3.7, "y": 0.99999913605936 }, { "x": 3.75, "y": 0.99999925556669 }, { "x": 3.8, "y": 0.99999935781741 }, { "x": 3.85, "y": 0.99999944540764 }, { "x": 3.9, "y": 0.99999952052734 }, { "x": 3.94999999999999, "y": 0.99999958502626 }, { "x": 3.99999999999999, "y": 0.99999964046882 } ] }, { "id": 884, "curve_id": "E9.2", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Anchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.30933332013064, "sigma": 0.50000000105241282, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.309, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00037204272185 }, { "x": 0.1, "y": 0.02348871974308 }, { "x": 0.15, "y": 0.11988270913538 }, { "x": 0.2, "y": 0.27418341656935 }, { "x": 0.25, "y": 0.43883558622754 }, { "x": 0.3, "y": 0.583447518771 }, { "x": 0.35, "y": 0.69812743646947 }, { "x": 0.4, "y": 0.78409120589328 }, { "x": 0.45, "y": 0.84652700343527 }, { "x": 0.5, "y": 0.89109497438127 }, { "x": 0.55, "y": 0.92263085535295 }, { "x": 0.6, "y": 0.94486886191593 }, { "x": 0.65, "y": 0.9605496859599 }, { "x": 0.7, "y": 0.97163054541431 }, { "x": 0.75, "y": 0.97948874861624 }, { "x": 0.8, "y": 0.98508647641928 }, { "x": 0.85, "y": 0.98909408462525 }, { "x": 0.9, "y": 0.99197871454401 }, { "x": 0.95, "y": 0.99406658869353 }, { "x": 1, "y": 0.99558629175077 }, { "x": 1.05, "y": 0.99669866778244 }, { "x": 1.1, "y": 0.99751743188709 }, { "x": 1.15, "y": 0.99812338743555 }, { "x": 1.2, "y": 0.99857425376114 }, { "x": 1.25, "y": 0.99891148167251 }, { "x": 1.3, "y": 0.99916499889376 }, { "x": 1.35, "y": 0.99935652898709 }, { "x": 1.4, "y": 0.99950192371821 }, { "x": 1.45, "y": 0.99961281029817 }, { "x": 1.5, "y": 0.99969776067672 }, { "x": 1.55, "y": 0.9997631258214 }, { "x": 1.6, "y": 0.9998136340151 }, { "x": 1.65, "y": 0.99985282210005 }, { "x": 1.7, "y": 0.99988334786995 }, { "x": 1.75, "y": 0.99990721748162 }, { "x": 1.8, "y": 0.99992595180362 }, { "x": 1.85, "y": 0.99994070867394 }, { "x": 1.9, "y": 0.99995237316829 }, { "x": 1.95, "y": 0.99996162454992 }, { "x": 2, "y": 0.9999689861432 }, { "x": 2.05, "y": 0.99997486264559 }, { "x": 2.1, "y": 0.99997956815842 }, { "x": 2.15, "y": 0.99998334733085 }, { "x": 2.2, "y": 0.99998639137193 }, { "x": 2.25, "y": 0.9999888502232 }, { "x": 2.3, "y": 0.99999084184705 }, { "x": 2.35, "y": 0.9999924593402 }, { "x": 2.4, "y": 0.99999377640078 }, { "x": 2.45, "y": 0.99999485154468 }, { "x": 2.5, "y": 0.9999957313682 }, { "x": 2.55, "y": 0.99999645308098 }, { "x": 2.6, "y": 0.99999704647879 }, { "x": 2.65, "y": 0.99999753548466 }, { "x": 2.7, "y": 0.9999979393566 }, { "x": 2.75, "y": 0.99999827363678 }, { "x": 2.8, "y": 0.99999855089958 }, { "x": 2.85, "y": 0.99999878134297 }, { "x": 2.9, "y": 0.99999897325712 }, { "x": 2.95, "y": 0.99999913339684 }, { "x": 3, "y": 0.99999926727827 }, { "x": 3.05, "y": 0.99999937941595 }, { "x": 3.1, "y": 0.99999947351258 }, { "x": 3.15, "y": 0.99999955261138 }, { "x": 3.2, "y": 0.99999961921864 }, { "x": 3.25, "y": 0.9999996754026 }, { "x": 3.3, "y": 0.99999972287335 }, { "x": 3.35, "y": 0.99999976304753 }, { "x": 3.4, "y": 0.99999979710089 }, { "x": 3.45, "y": 0.99999982601103 }, { "x": 3.5, "y": 0.99999985059227 }, { "x": 3.55, "y": 0.99999987152408 }, { "x": 3.6, "y": 0.9999998893744 }, { "x": 3.65, "y": 0.99999990461873 }, { "x": 3.7, "y": 0.99999991765584 }, { "x": 3.75, "y": 0.9999999288207 }, { "x": 3.8, "y": 0.99999993839511 }, { "x": 3.85, "y": 0.99999994661652 }, { "x": 3.9, "y": 0.99999995368532 }, { "x": 3.94999999999999, "y": 0.99999995977084 }, { "x": 3.99999999999999, "y": 0.99999996501642 } ] }, { "id": 885, "curve_id": "E9.3", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.46967597005894, "sigma": 0.50000000000000044, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.470, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00113618418149 }, { "x": 0.1, "y": 0.04787481043532 }, { "x": 0.15, "y": 0.19630656902954 }, { "x": 0.2, "y": 0.38992140541754 }, { "x": 0.25, "y": 0.56622181938642 }, { "x": 0.3, "y": 0.70243138252288 }, { "x": 0.35, "y": 0.79946384969407 }, { "x": 0.4, "y": 0.86580341206292 }, { "x": 0.45, "y": 0.91025655084882 }, { "x": 0.5, "y": 0.93979531029768 }, { "x": 0.55, "y": 0.95939236780995 }, { "x": 0.6, "y": 0.97242551306122 }, { "x": 0.65, "y": 0.98113546804519 }, { "x": 0.7, "y": 0.98699297802264 }, { "x": 0.75, "y": 0.9909602959105 }, { "x": 0.8, "y": 0.99366771412026 }, { "x": 0.85, "y": 0.99552965974098 }, { "x": 0.9, "y": 0.99682010790721 }, { "x": 0.95, "y": 0.99772134542808 }, { "x": 1, "y": 0.99835550314621 }, { "x": 1.05, "y": 0.9988050042383 }, { "x": 1.1, "y": 0.99912588606237 }, { "x": 1.15, "y": 0.99935652898709 }, { "x": 1.2, "y": 0.99952341243019 }, { "x": 1.25, "y": 0.99964493638054 }, { "x": 1.3, "y": 0.99973397633574 }, { "x": 1.35, "y": 0.9997996035287 }, { "x": 1.4, "y": 0.99984825131871 }, { "x": 1.45, "y": 0.99988451157402 }, { "x": 1.5, "y": 0.99991168214929 }, { "x": 1.55, "y": 0.99993214577653 }, { "x": 1.6, "y": 0.99994763399842 }, { "x": 1.65, "y": 0.99995941219355 }, { "x": 1.7, "y": 0.99996841008712 }, { "x": 1.75, "y": 0.99997531436165 }, { "x": 1.8, "y": 0.99998063475635 }, { "x": 1.85, "y": 0.99998475151061 }, { "x": 1.9, "y": 0.9999879496033 }, { "x": 1.95, "y": 0.9999904435936 }, { "x": 2, "y": 0.99999239573558 }, { "x": 2.05, "y": 0.99999392925354 }, { "x": 2.1, "y": 0.99999513811766 }, { "x": 2.15, "y": 0.99999609427619 }, { "x": 2.2, "y": 0.99999685303005 }, { "x": 2.25, "y": 0.99999745704457 }, { "x": 2.3, "y": 0.9999979393566 }, { "x": 2.35, "y": 0.99999832563791 }, { "x": 2.4, "y": 0.99999863590558 }, { "x": 2.45, "y": 0.99999888581958 }, { "x": 2.5, "y": 0.99999908767079 }, { "x": 2.55, "y": 0.99999925113622 }, { "x": 2.6, "y": 0.99999938385811 }, { "x": 2.65, "y": 0.99999949188975 }, { "x": 2.7, "y": 0.99999958003971 }, { "x": 2.75, "y": 0.9999996521385 }, { "x": 2.8, "y": 0.99999971124591 }, { "x": 2.85, "y": 0.99999975981254 }, { "x": 2.9, "y": 0.99999979980624 }, { "x": 2.95, "y": 0.99999983281117 }, { "x": 3, "y": 0.99999986010577 }, { "x": 3.05, "y": 0.99999988272425 }, { "x": 3.1, "y": 0.99999990150521 }, { "x": 3.15, "y": 0.99999991713016 }, { "x": 3.2, "y": 0.99999993015425 }, { "x": 3.25, "y": 0.99999994103062 }, { "x": 3.3, "y": 0.99999995012998 }, { "x": 3.35, "y": 0.99999995775621 }, { "x": 3.4, "y": 0.99999996415891 }, { "x": 3.45, "y": 0.99999996954355 }, { "x": 3.5, "y": 0.99999997407953 }, { "x": 3.55, "y": 0.99999997790684 }, { "x": 3.6, "y": 0.99999998114135 }, { "x": 3.65, "y": 0.99999998387914 }, { "x": 3.7, "y": 0.99999998620005 }, { "x": 3.75, "y": 0.99999998817049 }, { "x": 3.8, "y": 0.99999998984584 }, { "x": 3.85, "y": 0.99999999127235 }, { "x": 3.9, "y": 0.99999999248869 }, { "x": 3.94999999999999, "y": 0.99999999352726 }, { "x": 3.99999999999999, "y": 0.99999999441525 } ] }, { "id": 886, "curve_id": "E9.4", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": -1.60943791243437, "sigma": 0.45000000000132778, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.609, σ=0.450, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00103273209075 }, { "x": 0.1, "y": 0.0617403245184 }, { "x": 0.15, "y": 0.26131600993346 }, { "x": 0.2, "y": 0.5 }, { "x": 0.25, "y": 0.69000854147805 }, { "x": 0.3, "y": 0.81621476541319 }, { "x": 0.35, "y": 0.89317486857608 }, { "x": 0.4, "y": 0.9382596754816 }, { "x": 0.45, "y": 0.96423257911638 }, { "x": 0.5, "y": 0.97913494348787 }, { "x": 0.55, "y": 0.98771196963359 }, { "x": 0.6, "y": 0.99268398277658 }, { "x": 0.65, "y": 0.99559361765104 }, { "x": 0.7, "y": 0.99731466707515 }, { "x": 0.75, "y": 0.99834423577705 }, { "x": 0.8, "y": 0.99896726790925 }, { "x": 0.85, "y": 0.99934863008738 }, { "x": 0.9, "y": 0.99958470496202 }, { "x": 0.95, "y": 0.99973245239008 }, { "x": 1, "y": 0.9998259064436 }, { "x": 1.05, "y": 0.99988562680455 }, { "x": 1.1, "y": 0.99992416806583 }, { "x": 1.15, "y": 0.99994927776936 }, { "x": 1.2, "y": 0.99996578617537 }, { "x": 1.25, "y": 0.99997673473514 }, { "x": 1.3, "y": 0.99998405696478 }, { "x": 1.35, "y": 0.99998899343854 }, { "x": 1.4, "y": 0.99999234723587 }, { "x": 1.45, "y": 0.99999464269429 }, { "x": 1.5, "y": 0.99999622498951 }, { "x": 1.55, "y": 0.99999732316165 }, { "x": 1.6, "y": 0.9999980903531 }, { "x": 1.65, "y": 0.99999862971355 }, { "x": 1.7, "y": 0.99999901121284 }, { "x": 1.75, "y": 0.99999928263813 }, { "x": 1.8, "y": 0.99999947684142 }, { "x": 1.85, "y": 0.99999961655062 }, { "x": 1.9, "y": 0.99999971758581 }, { "x": 1.95, "y": 0.99999979102379 }, { "x": 2, "y": 0.99999984466449 }, { "x": 2.05, "y": 0.99999988403063 }, { "x": 2.1, "y": 0.99999991305334 }, { "x": 2.15, "y": 0.99999993454531 }, { "x": 2.2, "y": 0.99999995052895 }, { "x": 2.25, "y": 0.99999996246549 }, { "x": 2.3, "y": 0.99999997141562 }, { "x": 2.35, "y": 0.99999997815274 }, { "x": 2.4, "y": 0.99999998324329 }, { "x": 2.45, "y": 0.99999998710384 }, { "x": 2.5, "y": 0.99999999004206 }, { "x": 2.55, "y": 0.99999999228607 }, { "x": 2.6, "y": 0.99999999400567 }, { "x": 2.65, "y": 0.99999999532775 }, { "x": 2.7, "y": 0.99999999634743 }, { "x": 2.75, "y": 0.99999999713633 }, { "x": 2.8, "y": 0.99999999774853 }, { "x": 2.85, "y": 0.99999999822501 }, { "x": 2.9, "y": 0.99999999859691 }, { "x": 2.95, "y": 0.99999999888801 }, { "x": 3, "y": 0.99999999911647 }, { "x": 3.05, "y": 0.99999999929626 }, { "x": 3.1, "y": 0.99999999943811 }, { "x": 3.15, "y": 0.9999999995503 }, { "x": 3.2, "y": 0.99999999963927 }, { "x": 3.25, "y": 0.99999999970998 }, { "x": 3.3, "y": 0.99999999976632 }, { "x": 3.35, "y": 0.99999999981131 }, { "x": 3.4, "y": 0.99999999984732 }, { "x": 3.45, "y": 0.9999999998762 }, { "x": 3.5, "y": 0.99999999989942 }, { "x": 3.55, "y": 0.99999999991812 }, { "x": 3.6, "y": 0.99999999993321 }, { "x": 3.65, "y": 0.99999999994542 }, { "x": 3.7, "y": 0.99999999995532 }, { "x": 3.75, "y": 0.99999999996335 }, { "x": 3.8, "y": 0.99999999996989 }, { "x": 3.85, "y": 0.99999999997522 }, { "x": 3.9, "y": 0.99999999997957 }, { "x": 3.94999999999999, "y": 0.99999999998313 }, { "x": 3.99999999999999, "y": 0.99999999998604 } ] }, { "id": 887, "curve_id": "F7.14", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Granular symmetrical embankment with a height of 10 m, a crest width of 10 m, including two traffic lanes of 3.5 m each exposed to moisture ingress due to flood", "source_type": "Peer-reviewed", "source_abbrev": "McKenna et al. (2021)", "source_detail": "McKenna, G., Argyroudis, S. A., Winter, M. G., and Mitoulis, S. A.: Multiple hazard fragility analysis for granular highway embankments: Moisture ingress and scour, Transportation Geotechnics, 26, 100431, https://doi.org/10.1016/j.trgeo.2020.100431, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "figure_given", "mu": 0.087136386743526, "sigma": 0.678884698540045, "method": "Curve fitting", "mu_sigma_quality": 0.99959559888523719, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.087, σ=0.679, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Water Intensity Measure", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "0", "hazard_type": "Flooding", "num_points": 51, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.02, "y": 0.004 }, { "x": 0.04, "y": 0.004 }, { "x": 0.06, "y": 0.004 }, { "x": 0.08, "y": 0.004 }, { "x": 0.1, "y": 0.004 }, { "x": 0.12, "y": 0.005 }, { "x": 0.14, "y": 0.006 }, { "x": 0.16, "y": 0.007 }, { "x": 0.18, "y": 0.008 }, { "x": 0.2, "y": 0.01 }, { "x": 0.22, "y": 0.014 }, { "x": 0.24, "y": 0.019 }, { "x": 0.26, "y": 0.023 }, { "x": 0.28, "y": 0.026 }, { "x": 0.3, "y": 0.03 }, { "x": 0.32, "y": 0.036 }, { "x": 0.34, "y": 0.043 }, { "x": 0.36, "y": 0.051 }, { "x": 0.38, "y": 0.062 }, { "x": 0.4, "y": 0.072 }, { "x": 0.42, "y": 0.082 }, { "x": 0.44, "y": 0.093 }, { "x": 0.46, "y": 0.103 }, { "x": 0.48, "y": 0.115 }, { "x": 0.5, "y": 0.126 }, { "x": 0.52, "y": 0.137 }, { "x": 0.54, "y": 0.148 }, { "x": 0.56, "y": 0.16 }, { "x": 0.58, "y": 0.171 }, { "x": 0.6, "y": 0.185 }, { "x": 0.62, "y": 0.199 }, { "x": 0.64, "y": 0.213 }, { "x": 0.66, "y": 0.227 }, { "x": 0.68, "y": 0.24 }, { "x": 0.7, "y": 0.255 }, { "x": 0.72, "y": 0.27 }, { "x": 0.74, "y": 0.284 }, { "x": 0.76, "y": 0.299 }, { "x": 0.78, "y": 0.314 }, { "x": 0.8, "y": 0.326 }, { "x": 0.82, "y": 0.338 }, { "x": 0.84, "y": 0.35 }, { "x": 0.86, "y": 0.363 }, { "x": 0.88, "y": 0.375 }, { "x": 0.9, "y": 0.387 }, { "x": 0.92, "y": 0.4 }, { "x": 0.94, "y": 0.414 }, { "x": 0.96, "y": 0.427 }, { "x": 0.98, "y": 0.439 }, { "x": 1, "y": 0.452 } ] }, { "id": 888, "curve_id": "F7.15", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Granular symmetrical embankment with a height of 10 m, a crest width of 10 m, including two traffic lanes of 3.5 m each exposed to moisture ingress and scour effects due to flood. The scour depth ranges between 0.5 and 3.0 meter.", "source_type": "Peer-reviewed", "source_abbrev": "McKenna et al. (2021)", "source_detail": "McKenna, G., Argyroudis, S. A., Winter, M. G., and Mitoulis, S. A.: Multiple hazard fragility analysis for granular highway embankments: Moisture ingress and scour, Transportation Geotechnics, 26, 100431, https://doi.org/10.1016/j.trgeo.2020.100431, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "figure_given", "mu": 0.0663907437429109, "sigma": 0.66686356581912065, "method": "Curve fitting", "mu_sigma_quality": 0.99991449757758588, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.066, σ=0.667, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Water Intensity Measure", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Analytical", "geography": "0", "hazard_type": "Flooding", "num_points": 51, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.02, "y": 0 }, { "x": 0.04, "y": 0 }, { "x": 0.06, "y": 0 }, { "x": 0.08, "y": 0 }, { "x": 0.1, "y": 0.003 }, { "x": 0.12, "y": 0.004 }, { "x": 0.14, "y": 0.004 }, { "x": 0.16, "y": 0.005 }, { "x": 0.18, "y": 0.005 }, { "x": 0.2, "y": 0.007 }, { "x": 0.22, "y": 0.011 }, { "x": 0.24, "y": 0.014 }, { "x": 0.26, "y": 0.018 }, { "x": 0.28, "y": 0.024 }, { "x": 0.3, "y": 0.03 }, { "x": 0.32, "y": 0.035 }, { "x": 0.34, "y": 0.042 }, { "x": 0.36, "y": 0.052 }, { "x": 0.38, "y": 0.061 }, { "x": 0.4, "y": 0.071 }, { "x": 0.42, "y": 0.081 }, { "x": 0.44, "y": 0.091 }, { "x": 0.46, "y": 0.104 }, { "x": 0.48, "y": 0.116 }, { "x": 0.5, "y": 0.129 }, { "x": 0.52, "y": 0.141 }, { "x": 0.54, "y": 0.154 }, { "x": 0.56, "y": 0.167 }, { "x": 0.58, "y": 0.179 }, { "x": 0.6, "y": 0.192 }, { "x": 0.62, "y": 0.205 }, { "x": 0.64, "y": 0.218 }, { "x": 0.66, "y": 0.233 }, { "x": 0.68, "y": 0.247 }, { "x": 0.7, "y": 0.262 }, { "x": 0.72, "y": 0.277 }, { "x": 0.74, "y": 0.292 }, { "x": 0.76, "y": 0.305 }, { "x": 0.78, "y": 0.319 }, { "x": 0.8, "y": 0.332 }, { "x": 0.82, "y": 0.345 }, { "x": 0.84, "y": 0.358 }, { "x": 0.86, "y": 0.372 }, { "x": 0.88, "y": 0.385 }, { "x": 0.9, "y": 0.398 }, { "x": 0.92, "y": 0.411 }, { "x": 0.94, "y": 0.424 }, { "x": 0.96, "y": 0.437 }, { "x": 0.98, "y": 0.45 }, { "x": 1, "y": 0.463 } ] }, { "id": 889, "curve_id": "F7.15", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Highways", "ci_detail": "Granular symmetrical embankment with a height of 10 m, a crest width of 10 m, including two traffic lanes of 3.5 m each exposed to moisture ingress and scour effects due to flood. The scour depth ranges between 0.5 and 3.0 meter.", "source_type": "Peer-reviewed", "source_abbrev": "McKenna et al. (2021)", "source_detail": "McKenna, G., Argyroudis, S. A., Winter, M. G., and Mitoulis, S. A.: Multiple hazard fragility analysis for granular highway embankments: Moisture ingress and scour, Transportation Geotechnics, 26, 100431, https://doi.org/10.1016/j.trgeo.2020.100431, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "figure_given", "mu": -0.0745506434858811, "sigma": 0.67838652973563585, "method": "Curve fitting", "mu_sigma_quality": 0.9998981022708826, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.075, σ=0.678, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Water Intensity Measure", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Analytical", "geography": "0", "hazard_type": "Flooding", "num_points": 51, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.02, "y": 0 }, { "x": 0.04, "y": 0 }, { "x": 0.06, "y": 0.001 }, { "x": 0.08, "y": 0.003 }, { "x": 0.1, "y": 0.004 }, { "x": 0.12, "y": 0.006 }, { "x": 0.14, "y": 0.007 }, { "x": 0.16, "y": 0.008 }, { "x": 0.18, "y": 0.012 }, { "x": 0.2, "y": 0.016 }, { "x": 0.22, "y": 0.021 }, { "x": 0.24, "y": 0.026 }, { "x": 0.26, "y": 0.032 }, { "x": 0.28, "y": 0.038 }, { "x": 0.3, "y": 0.048 }, { "x": 0.32, "y": 0.059 }, { "x": 0.34, "y": 0.071 }, { "x": 0.36, "y": 0.082 }, { "x": 0.38, "y": 0.095 }, { "x": 0.4, "y": 0.108 }, { "x": 0.42, "y": 0.122 }, { "x": 0.44, "y": 0.135 }, { "x": 0.46, "y": 0.15 }, { "x": 0.48, "y": 0.165 }, { "x": 0.5, "y": 0.181 }, { "x": 0.52, "y": 0.196 }, { "x": 0.54, "y": 0.211 }, { "x": 0.56, "y": 0.227 }, { "x": 0.58, "y": 0.243 }, { "x": 0.6, "y": 0.259 }, { "x": 0.62, "y": 0.275 }, { "x": 0.64, "y": 0.291 }, { "x": 0.66, "y": 0.307 }, { "x": 0.68, "y": 0.323 }, { "x": 0.7, "y": 0.338 }, { "x": 0.72, "y": 0.353 }, { "x": 0.74, "y": 0.369 }, { "x": 0.76, "y": 0.384 }, { "x": 0.78, "y": 0.398 }, { "x": 0.8, "y": 0.412 }, { "x": 0.82, "y": 0.427 }, { "x": 0.84, "y": 0.441 }, { "x": 0.86, "y": 0.455 }, { "x": 0.88, "y": 0.469 }, { "x": 0.9, "y": 0.482 }, { "x": 0.92, "y": 0.496 }, { "x": 0.94, "y": 0.509 }, { "x": 0.96, "y": 0.522 }, { "x": 0.98, "y": 0.534 }, { "x": 1, "y": 0.545 } ] }, { "id": 890, "curve_id": "L13.12", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Buried concrete tank", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": 2.3184584431702393, "sigma": 0.50000000000063372, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.318, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 1.76822265E-06 }, { "x": 2, "y": 0.00057576318581 }, { "x": 3, "y": 0.00734988815582 }, { "x": 4, "y": 0.03113781701649 }, { "x": 5, "y": 0.07808938849583 }, { "x": 6, "y": 0.14607932215674 }, { "x": 7, "y": 0.22810666574729 }, { "x": 8, "y": 0.31631307303839 }, { "x": 9, "y": 0.40420887867667 }, { "x": 10, "y": 0.48733702607118 }, { "x": 11, "y": 0.56311579302518 }, { "x": 12, "y": 0.63039376149905 }, { "x": 13, "y": 0.68898728650145 }, { "x": 14, "y": 0.73930290178644 }, { "x": 15, "y": 0.78206419051972 }, { "x": 16, "y": 0.81812971211686 }, { "x": 17, "y": 0.84837991189398 }, { "x": 18, "y": 0.87365222809395 }, { "x": 19, "y": 0.89470797544796 }, { "x": 20, "y": 0.91221914067764 }, { "x": 21, "y": 0.92676698960706 }, { "x": 22, "y": 0.93884718626027 }, { "x": 23, "y": 0.94887808562862 }, { "x": 24, "y": 0.95721017993414 }, { "x": 25, "y": 0.96413553609311 }, { "x": 26, "y": 0.96989660445454 }, { "x": 27, "y": 0.97469411151996 }, { "x": 28, "y": 0.97869394595991 }, { "x": 29, "y": 0.98203305761026 }, { "x": 30, "y": 0.98482444609382 }, { "x": 31, "y": 0.98716134051797 }, { "x": 32, "y": 0.98912067784993 }, { "x": 33, "y": 0.99076598349147 }, { "x": 34, "y": 0.99214974840587 }, { "x": 35, "y": 0.99331538594276 }, { "x": 36, "y": 0.99429884000133 }, { "x": 37, "y": 0.99512990529945 }, { "x": 38, "y": 0.99583331071904 }, { "x": 39, "y": 0.99642960813296 }, { "x": 40, "y": 0.9969359017828 }, { "x": 41, "y": 0.9973664470836 }, { "x": 42, "y": 0.99773314255695 }, { "x": 43, "y": 0.99804593430281 }, { "x": 44, "y": 0.99831314888259 }, { "x": 45, "y": 0.99854176758021 }, { "x": 46, "y": 0.99873765262918 }, { "x": 47, "y": 0.99890573405002 }, { "x": 48, "y": 0.99905016415684 }, { "x": 49, "y": 0.9991744454993 }, { "x": 50, "y": 0.99928153695319 }, { "x": 51, "y": 0.99937394181527 }, { "x": 52, "y": 0.99945378105891 }, { "x": 53, "y": 0.99952285433751 }, { "x": 54, "y": 0.99958269085839 }, { "x": 55, "y": 0.9996345918704 }, { "x": 56, "y": 0.99967966619897 }, { "x": 57, "y": 0.99971886000934 }, { "x": 58, "y": 0.99975298177115 }, { "x": 59, "y": 0.9997827232281 }, { "x": 60, "y": 0.99980867703686 }, { "x": 61, "y": 0.99983135162535 }, { "x": 62, "y": 0.999851183726 }, { "x": 63, "y": 0.99986854896264 }, { "x": 64, "y": 0.99988377080534 }, { "x": 65, "y": 0.99989712815518 }, { "x": 66, "y": 0.99990886177706 }, { "x": 67, "y": 0.99991917976285 }, { "x": 68, "y": 0.99992826217696 }, { "x": 69, "y": 0.99993626501185 }, { "x": 70, "y": 0.99994332356031 }, { "x": 71, "y": 0.99994955529402 }, { "x": 72, "y": 0.99995506232379 }, { "x": 73, "y": 0.99995993350482 }, { "x": 74, "y": 0.99996424624034 }, { "x": 75, "y": 0.9999680680288 }, { "x": 76, "y": 0.9999714577924 }, { "x": 77, "y": 0.99997446701946 }, { "x": 78, "y": 0.9999771407476 }, { "x": 79, "y": 0.99997951841101 }, { "x": 80, "y": 0.99998163457132 }, { "x": 81, "y": 0.99998351954884 }, { "x": 82, "y": 0.99998519996819 }, { "x": 83, "y": 0.99998669923066 }, { "x": 84, "y": 0.99998803792327 }, { "x": 85, "y": 0.99998923417368 }, { "x": 86, "y": 0.99999030395822 }, { "x": 87, "y": 0.99999126136954 }, { "x": 88, "y": 0.99999211884953 }, { "x": 89, "y": 0.99999288739201 }, { "x": 90, "y": 0.99999357671947 }, { "x": 91, "y": 0.9999941954372 }, { "x": 92, "y": 0.99999475116789 }, { "x": 93, "y": 0.99999525066927 }, { "x": 94, "y": 0.99999569993701 }, { "x": 95, "y": 0.99999610429484 }, { "x": 96, "y": 0.99999646847346 }, { "x": 97, "y": 0.99999679667987 }, { "x": 98, "y": 0.99999709265808 }, { "x": 99, "y": 0.99999735974257 }, { "x": 100, "y": 0.99999760090525 }, { "x": 101, "y": 0.99999781879678 }, { "x": 102, "y": 0.99999801578298 }, { "x": 103, "y": 0.99999819397693 }, { "x": 104, "y": 0.99999835526725 }, { "x": 105, "y": 0.99999850134313 }, { "x": 106, "y": 0.99999863371638 }, { "x": 107, "y": 0.99999875374096 }, { "x": 108, "y": 0.99999886263026 }, { "x": 109, "y": 0.99999896147239 }, { "x": 110, "y": 0.99999905124377 }, { "x": 111, "y": 0.99999913282111 }, { "x": 112, "y": 0.99999920699208 }, { "x": 113, "y": 0.99999927446484 }, { "x": 114, "y": 0.99999933587639 }, { "x": 115, "y": 0.9999993918001 }, { "x": 116, "y": 0.99999944275237 }, { "x": 117, "y": 0.99999948919855 }, { "x": 118, "y": 0.99999953155823 }, { "x": 119, "y": 0.99999957020997 }, { "x": 120, "y": 0.9999996054955 }, { "x": 121, "y": 0.99999963772347 }, { "x": 122, "y": 0.99999966717278 }, { "x": 123, "y": 0.99999969409566 }, { "x": 124, "y": 0.99999971872024 }, { "x": 125, "y": 0.99999974125307 } ] }, { "id": 891, "curve_id": "L7.1", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Major roads", "ci_detail": "Interstate and state highways, with four lanes or more, parkways", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": 4.1102179123986229, "sigma": 0.69999999999245488, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.110, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 2.15623E-09 }, { "x": 2, "y": 5.2633055E-07 }, { "x": 3, "y": 8.45194998E-06 }, { "x": 4, "y": 4.985030117E-05 }, { "x": 5, "y": 0.00017676580133 }, { "x": 6, "y": 0.00046301952487 }, { "x": 7, "y": 0.00099450558819 }, { "x": 8, "y": 0.00185922194779 }, { "x": 9, "y": 0.00313946868939 }, { "x": 10, "y": 0.00490674790804 }, { "x": 11, "y": 0.00721904108464 }, { "x": 12, "y": 0.01011988126284 }, { "x": 13, "y": 0.01363864861266 }, { "x": 14, "y": 0.01779162367962 }, { "x": 15, "y": 0.02258345343763 }, { "x": 16, "y": 0.02800879089221 }, { "x": 17, "y": 0.03405395144303 }, { "x": 18, "y": 0.04069848956922 }, { "x": 19, "y": 0.0479166416322 }, { "x": 20, "y": 0.05567860905072 }, { "x": 21, "y": 0.06395167456318 }, { "x": 22, "y": 0.07270115572683 }, { "x": 23, "y": 0.0818912064282 }, { "x": 24, "y": 0.09148548059476 }, { "x": 25, "y": 0.10144767363076 }, { "x": 26, "y": 0.11174195712934 }, { "x": 27, "y": 0.12233332166499 }, { "x": 28, "y": 0.13318784129884 }, { "x": 29, "y": 0.14427287206209 }, { "x": 30, "y": 0.15555719526545 }, { "x": 31, "y": 0.16701111510446 }, { "x": 32, "y": 0.17860651874081 }, { "x": 33, "y": 0.19031690586572 }, { "x": 34, "y": 0.20211739370139 }, { "x": 35, "y": 0.21398470247147 }, { "x": 36, "y": 0.22589712556484 }, { "x": 37, "y": 0.23783448791954 }, { "x": 38, "y": 0.24977809555524 }, { "x": 39, "y": 0.26171067867201 }, { "x": 40, "y": 0.27361633029906 }, { "x": 41, "y": 0.28548044211116 }, { "x": 42, "y": 0.29728963872116 }, { "x": 43, "y": 0.30903171149872 }, { "x": 44, "y": 0.32069555274894 }, { "x": 45, "y": 0.33227109090422 }, { "x": 46, "y": 0.34374922723396 }, { "x": 47, "y": 0.35512177445278 }, { "x": 48, "y": 0.36638139750673 }, { "x": 49, "y": 0.37752155673413 }, { "x": 50, "y": 0.38853645352961 }, { "x": 51, "y": 0.3994209785858 }, { "x": 52, "y": 0.41017066274288 }, { "x": 53, "y": 0.42078163044144 }, { "x": 54, "y": 0.43125055574674 }, { "x": 55, "y": 0.4415746208912 }, { "x": 56, "y": 0.45175147726555 }, { "x": 57, "y": 0.46177920877748 }, { "x": 58, "y": 0.4716562974878 }, { "x": 59, "y": 0.4813815914284 }, { "x": 60, "y": 0.49095427450297 }, { "x": 61, "y": 0.50037383836946 }, { "x": 62, "y": 0.50964005620328 }, { "x": 63, "y": 0.51875295824106 }, { "x": 64, "y": 0.52771280900652 }, { "x": 65, "y": 0.5365200861226 }, { "x": 66, "y": 0.54517546061678 }, { "x": 67, "y": 0.55367977863025 }, { "x": 68, "y": 0.56203404444475 }, { "x": 69, "y": 0.57023940474501 }, { "x": 70, "y": 0.57829713403842 }, { "x": 71, "y": 0.58620862115754 }, { "x": 72, "y": 0.59397535677486 }, { "x": 73, "y": 0.60159892186301 }, { "x": 74, "y": 0.60908097703744 }, { "x": 75, "y": 0.61642325272218 }, { "x": 76, "y": 0.62362754008267 }, { "x": 77, "y": 0.63069568267313 }, { "x": 78, "y": 0.63762956874915 }, { "x": 79, "y": 0.64443112419914 }, { "x": 80, "y": 0.65110230605134 }, { "x": 81, "y": 0.65764509651575 }, { "x": 82, "y": 0.66406149752297 }, { "x": 83, "y": 0.67035352572451 }, { "x": 84, "y": 0.67652320792139 }, { "x": 85, "y": 0.68257257688998 }, { "x": 86, "y": 0.68850366757643 }, { "x": 87, "y": 0.69431851363236 }, { "x": 88, "y": 0.70001914426713 }, { "x": 89, "y": 0.70560758139293 }, { "x": 90, "y": 0.71108583704115 }, { "x": 91, "y": 0.71645591102953 }, { "x": 92, "y": 0.7217197888614 }, { "x": 93, "y": 0.72687943983925 }, { "x": 94, "y": 0.73193681537647 }, { "x": 95, "y": 0.73689384749184 }, { "x": 96, "y": 0.74175244747289 }, { "x": 97, "y": 0.74651450469479 }, { "x": 98, "y": 0.7511818855827 }, { "x": 99, "y": 0.75575643270619 }, { "x": 100, "y": 0.76023996399524 }, { "x": 101, "y": 0.76463427206799 }, { "x": 102, "y": 0.76894112366128 }, { "x": 103, "y": 0.77316225915548 }, { "x": 104, "y": 0.7772993921858 }, { "x": 105, "y": 0.78135420933296 }, { "x": 106, "y": 0.78532836988637 }, { "x": 107, "y": 0.78922350567365 }, { "x": 108, "y": 0.79304122095077 }, { "x": 109, "y": 0.79678309234742 }, { "x": 110, "y": 0.8004506688627 }, { "x": 111, "y": 0.80404547190654 }, { "x": 112, "y": 0.80756899538256 }, { "x": 113, "y": 0.81102270580857 }, { "x": 114, "y": 0.81440804247101 }, { "x": 115, "y": 0.81772641760995 }, { "x": 116, "y": 0.8209792166316 }, { "x": 117, "y": 0.82416779834554 }, { "x": 118, "y": 0.82729349522387 }, { "x": 119, "y": 0.83035761367993 }, { "x": 120, "y": 0.83336143436445 }, { "x": 121, "y": 0.83630621247681 }, { "x": 122, "y": 0.83919317808974 }, { "x": 123, "y": 0.84202353648562 }, { "x": 124, "y": 0.84479846850267 }, { "x": 125, "y": 0.84751913088973 } ] }, { "id": 892, "curve_id": "L7.2", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Urban roads", "ci_detail": "Intercity roads and other roads with two lanes", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": 3.417070731803872, "sigma": 0.70000000019253716, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.417, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 5.2633055E-07 }, { "x": 2, "y": 4.985030117E-05 }, { "x": 3, "y": 0.00046301952487 }, { "x": 4, "y": 0.00185922194779 }, { "x": 5, "y": 0.00490674790804 }, { "x": 6, "y": 0.01011988126284 }, { "x": 7, "y": 0.01779162367962 }, { "x": 8, "y": 0.02800879089221 }, { "x": 9, "y": 0.04069848956922 }, { "x": 10, "y": 0.05567860905072 }, { "x": 11, "y": 0.07270115572683 }, { "x": 12, "y": 0.09148548059476 }, { "x": 13, "y": 0.11174195712934 }, { "x": 14, "y": 0.13318784129884 }, { "x": 15, "y": 0.15555719526545 }, { "x": 16, "y": 0.17860651874081 }, { "x": 17, "y": 0.20211739370139 }, { "x": 18, "y": 0.22589712556484 }, { "x": 19, "y": 0.24977809555524 }, { "x": 20, "y": 0.27361633029906 }, { "x": 21, "y": 0.29728963872116 }, { "x": 22, "y": 0.32069555274894 }, { "x": 23, "y": 0.34374922723396 }, { "x": 24, "y": 0.36638139750673 }, { "x": 25, "y": 0.38853645352961 }, { "x": 26, "y": 0.41017066274288 }, { "x": 27, "y": 0.43125055574674 }, { "x": 28, "y": 0.45175147726555 }, { "x": 29, "y": 0.4716562974878 }, { "x": 30, "y": 0.49095427450297 }, { "x": 31, "y": 0.50964005620328 }, { "x": 32, "y": 0.52771280900652 }, { "x": 33, "y": 0.54517546061678 }, { "x": 34, "y": 0.56203404444475 }, { "x": 35, "y": 0.57829713403842 }, { "x": 36, "y": 0.59397535677486 }, { "x": 37, "y": 0.60908097703744 }, { "x": 38, "y": 0.62362754008267 }, { "x": 39, "y": 0.63762956874915 }, { "x": 40, "y": 0.65110230605134 }, { "x": 41, "y": 0.66406149752297 }, { "x": 42, "y": 0.67652320792139 }, { "x": 43, "y": 0.68850366757643 }, { "x": 44, "y": 0.70001914426713 }, { "x": 45, "y": 0.71108583704115 }, { "x": 46, "y": 0.7217197888614 }, { "x": 47, "y": 0.73193681537647 }, { "x": 48, "y": 0.74175244747289 }, { "x": 49, "y": 0.7511818855827 }, { "x": 50, "y": 0.76023996399524 }, { "x": 51, "y": 0.76894112366128 }, { "x": 52, "y": 0.7772993921858 }, { "x": 53, "y": 0.78532836988637 }, { "x": 54, "y": 0.79304122095077 }, { "x": 55, "y": 0.8004506688627 }, { "x": 56, "y": 0.80756899538256 }, { "x": 57, "y": 0.81440804247101 }, { "x": 58, "y": 0.8209792166316 }, { "x": 59, "y": 0.82729349522387 }, { "x": 60, "y": 0.83336143436445 }, { "x": 61, "y": 0.83919317808974 }, { "x": 62, "y": 0.84479846850267 }, { "x": 63, "y": 0.8501866566681 }, { "x": 64, "y": 0.8553667140575 }, { "x": 65, "y": 0.86034724437482 }, { "x": 66, "y": 0.86513649562209 }, { "x": 67, "y": 0.86974237228658 }, { "x": 68, "y": 0.87417244755091 }, { "x": 69, "y": 0.87843397544451 }, { "x": 70, "y": 0.88253390286951 }, { "x": 71, "y": 0.88647888144641 }, { "x": 72, "y": 0.89027527913563 }, { "x": 73, "y": 0.89392919159991 }, { "x": 74, "y": 0.89744645328065 }, { "x": 75, "y": 0.90083264816727 }, { "x": 76, "y": 0.90409312024466 }, { "x": 77, "y": 0.90723298360834 }, { "x": 78, "y": 0.91025713224081 }, { "x": 79, "y": 0.91317024944586 }, { "x": 80, "y": 0.91597681694058 }, { "x": 81, "y": 0.91868112360674 }, { "x": 82, "y": 0.92128727390537 }, { "x": 83, "y": 0.92379919595976 }, { "x": 84, "y": 0.92622064931327 }, { "x": 85, "y": 0.92855523236943 }, { "x": 86, "y": 0.93080638952261 }, { "x": 87, "y": 0.93297741798774 }, { "x": 88, "y": 0.93507147433859 }, { "x": 89, "y": 0.93709158076382 }, { "x": 90, "y": 0.93904063105049 }, { "x": 91, "y": 0.94092139630486 }, { "x": 92, "y": 0.94273653041998 }, { "x": 93, "y": 0.94448857529993 }, { "x": 94, "y": 0.94617996585014 }, { "x": 95, "y": 0.94781303474323 }, { "x": 96, "y": 0.94939001696951 }, { "x": 97, "y": 0.95091305418125 }, { "x": 98, "y": 0.95238419883937 }, { "x": 99, "y": 0.95380541817101 }, { "x": 100, "y": 0.95517859794642 }, { "x": 101, "y": 0.95650554608286 }, { "x": 102, "y": 0.95778799608343 }, { "x": 103, "y": 0.95902761031809 }, { "x": 104, "y": 0.96022598315408 }, { "x": 105, "y": 0.96138464394257 }, { "x": 106, "y": 0.96250505986807 }, { "x": 107, "y": 0.96358863866702 }, { "x": 108, "y": 0.96463673122153 }, { "x": 109, "y": 0.96565063403406 }, { "x": 110, "y": 0.9666315915886 }, { "x": 111, "y": 0.96758079860371 }, { "x": 112, "y": 0.96849940218229 }, { "x": 113, "y": 0.96938850386325 }, { "x": 114, "y": 0.97024916157929 }, { "x": 115, "y": 0.97108239152556 }, { "x": 116, "y": 0.97188916994319 }, { "x": 117, "y": 0.97267043482176 }, { "x": 118, "y": 0.97342708752454 }, { "x": 119, "y": 0.97415999434012 }, { "x": 120, "y": 0.97486998796398 }, { "x": 121, "y": 0.97555786891313 }, { "x": 122, "y": 0.97622440687721 }, { "x": 123, "y": 0.97687034200882 }, { "x": 124, "y": 0.97749638615611 }, { "x": 125, "y": 0.97810322404022 } ] }, { "id": 893, "curve_id": "L7.40", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Two-lane rural roads", "ci_detail": "Roads on embankment. Exposed to perpendicular debris flows. Slopes of 0.17 (m/m) and Manning roughness between 0.03 and 0.16. Embankment height is 1-2.5 m.", "source_type": "Peer-reviewed", "source_abbrev": "Nieto et al. (2021)", "source_detail": "Nieto, N., Chamorro, A., Echaveguren, T., Sáez, E., and González, A.: Development of fragility curves for road embankments exposed to perpendicular debris flows, Geomatics, Natural Hazards and Risk, 12, 1560–1583, https://doi.org/10.1080/19475705.2021.1935330, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": 0.17395330731790948, "sigma": 0.27000000031637611, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.174, σ=0.270, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Debris flow height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "0", "hazard_type": "Landslide", "num_points": 13, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.25969969408537 }, { "x": 2, "y": 0.972756224322056 }, { "x": 3, "y": 0.999692218649912 }, { "x": 4, "y": 0.999996441382547 }, { "x": 5, "y": 0.999999947140736 }, { "x": 6, "y": 0.999999998962821 }, { "x": 7, "y": 0.999999999973597 }, { "x": 8, "y": 0.999999999999151 }, { "x": 9, "y": 0.999999999999966 }, { "x": 10, "y": 0.999999999999998 }, { "x": 11, "y": 0.999999999999999 }, { "x": 12, "y": 1 } ] }, { "id": 894, "curve_id": "L7.41", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Two-lane rural roads", "ci_detail": "Roads on embankment. Exposed to perpendicular debris flows. Slopes of 0.17 (m/m) and Manning roughness between 0.03 and 0.16. Embankment height is 2.5-4 m.", "source_type": "Peer-reviewed", "source_abbrev": "Nieto et al. (2021)", "source_detail": "Nieto, N., Chamorro, A., Echaveguren, T., Sáez, E., and González, A.: Development of fragility curves for road embankments exposed to perpendicular debris flows, Geomatics, Natural Hazards and Risk, 12, 1560–1583, https://doi.org/10.1080/19475705.2021.1935330, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": 0.56531310900221887, "sigma": 0.16000087615051808, "method": "Curve fitting", "mu_sigma_quality": 0.99999999999999911, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.565, σ=0.160, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Debris flow height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "0", "hazard_type": "Landslide", "num_points": 13, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.000205272 }, { "x": 2, "y": 0.787842782846952 }, { "x": 3, "y": 0.999570603581345 }, { "x": 4, "y": 0.999999855994862 }, { "x": 5, "y": 0.999999999966174 }, { "x": 6, "y": 0.999999999999991 }, { "x": 7, "y": 1 }, { "x": 8, "y": 1 }, { "x": 9, "y": 1 }, { "x": 10, "y": 1 }, { "x": 11, "y": 1 }, { "x": 12, "y": 1 } ] }, { "id": 895, "curve_id": "L7.42", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Two-lane rural roads", "ci_detail": "Roads on embankment. Exposed to perpendicular debris flows. Slopes of 0.17 (m/m) and Manning roughness between 0.03 and 0.16. Embankment height is 4-6 m.", "source_type": "Peer-reviewed", "source_abbrev": "Nieto et al. (2021)", "source_detail": "Nieto, N., Chamorro, A., Echaveguren, T., Sáez, E., and González, A.: Development of fragility curves for road embankments exposed to perpendicular debris flows, Geomatics, Natural Hazards and Risk, 12, 1560–1583, https://doi.org/10.1080/19475705.2021.1935330, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": 0.77010822169614912, "sigma": 0.15000000000014382, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.770, σ=0.150, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Debris flow height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "0", "hazard_type": "Landslide", "num_points": 13, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 1.41782727190591E-07 }, { "x": 2, "y": 0.30394991623233 }, { "x": 3, "y": 0.985738865 }, { "x": 4, "y": 0.999980037 }, { "x": 5, "y": 0.99999998900264 }, { "x": 6, "y": 0.999999999995154 }, { "x": 7, "y": 0.999999999999997 }, { "x": 8, "y": 1 }, { "x": 9, "y": 1 }, { "x": 10, "y": 1 }, { "x": 11, "y": 1 }, { "x": 12, "y": 1 } ] }, { "id": 896, "curve_id": "L7.43", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Multilane rural roads", "ci_detail": "Roads on embankment. Exposed to perpendicular debris flows. Slopes of 0.17 (m/m) and Manning roughness between 0.03 and 0.16. Embankment height is 1-2.5 m.", "source_type": "Peer-reviewed", "source_abbrev": "Nieto et al. (2021)", "source_detail": "Nieto, N., Chamorro, A., Echaveguren, T., Sáez, E., and González, A.: Development of fragility curves for road embankments exposed to perpendicular debris flows, Geomatics, Natural Hazards and Risk, 12, 1560–1583, https://doi.org/10.1080/19475705.2021.1935330, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": 0.81536481328423327, "sigma": 0.24000000000026669, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.815, σ=0.240, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Debris flow height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "0", "hazard_type": "Landslide", "num_points": 13, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.000340205 }, { "x": 2, "y": 0.305291956518906 }, { "x": 3, "y": 0.881039225882672 }, { "x": 4, "y": 0.99131717383415 }, { "x": 5, "y": 0.999531245008581 }, { "x": 6, "y": 0.999976322432115 }, { "x": 7, "y": 0.999998765 }, { "x": 8, "y": 0.999999930659249 }, { "x": 9, "y": 0.999999995737851 }, { "x": 10, "y": 0.999999999711797 }, { "x": 11, "y": 0.999999999978575 }, { "x": 12, "y": 1 } ] }, { "id": 897, "curve_id": "L7.44", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Multilane rural roads", "ci_detail": "Roads on embankment. Exposed to perpendicular debris flows. Slopes of 0.17 (m/m) and Manning roughness between 0.03 and 0.16. Embankment height is 2.5-4 m.", "source_type": "Peer-reviewed", "source_abbrev": "Nieto et al. (2021)", "source_detail": "Nieto, N., Chamorro, A., Echaveguren, T., Sáez, E., and González, A.: Development of fragility curves for road embankments exposed to perpendicular debris flows, Geomatics, Natural Hazards and Risk, 12, 1560–1583, https://doi.org/10.1080/19475705.2021.1935330, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": 0.9820784723751379, "sigma": 0.20000000007859328, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.982, σ=0.200, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Debris flow height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "0", "hazard_type": "Landslide", "num_points": 13, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.54471692397495E-07 }, { "x": 2, "y": 0.074277203 }, { "x": 3, "y": 0.719941954469636 }, { "x": 4, "y": 0.978364229032911 }, { "x": 5, "y": 0.999145978863725 }, { "x": 6, "y": 0.999974216069565 }, { "x": 7, "y": 0.999999279174624 }, { "x": 8, "y": 0.999999979537773 }, { "x": 9, "y": 0.999999999382877 }, { "x": 10, "y": 0.99999999997979 }, { "x": 11, "y": 0.999999999999274 }, { "x": 12, "y": 0.999999999999971 } ] }, { "id": 898, "curve_id": "L8.1", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Interstate and state railways", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": 4.1102179123986229, "sigma": 0.69999999999245488, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.110, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 2.15623E-09 }, { "x": 2, "y": 5.2633055E-07 }, { "x": 3, "y": 8.45194998E-06 }, { "x": 4, "y": 4.985030117E-05 }, { "x": 5, "y": 0.00017676580133 }, { "x": 6, "y": 0.00046301952487 }, { "x": 7, "y": 0.00099450558819 }, { "x": 8, "y": 0.00185922194779 }, { "x": 9, "y": 0.00313946868939 }, { "x": 10, "y": 0.00490674790804 }, { "x": 11, "y": 0.00721904108464 }, { "x": 12, "y": 0.01011988126284 }, { "x": 13, "y": 0.01363864861266 }, { "x": 14, "y": 0.01779162367962 }, { "x": 15, "y": 0.02258345343763 }, { "x": 16, "y": 0.02800879089221 }, { "x": 17, "y": 0.03405395144303 }, { "x": 18, "y": 0.04069848956922 }, { "x": 19, "y": 0.0479166416322 }, { "x": 20, "y": 0.05567860905072 }, { "x": 21, "y": 0.06395167456318 }, { "x": 22, "y": 0.07270115572683 }, { "x": 23, "y": 0.0818912064282 }, { "x": 24, "y": 0.09148548059476 }, { "x": 25, "y": 0.10144767363076 }, { "x": 26, "y": 0.11174195712934 }, { "x": 27, "y": 0.12233332166499 }, { "x": 28, "y": 0.13318784129884 }, { "x": 29, "y": 0.14427287206209 }, { "x": 30, "y": 0.15555719526545 }, { "x": 31, "y": 0.16701111510446 }, { "x": 32, "y": 0.17860651874081 }, { "x": 33, "y": 0.19031690586572 }, { "x": 34, "y": 0.20211739370139 }, { "x": 35, "y": 0.21398470247147 }, { "x": 36, "y": 0.22589712556484 }, { "x": 37, "y": 0.23783448791954 }, { "x": 38, "y": 0.24977809555524 }, { "x": 39, "y": 0.26171067867201 }, { "x": 40, "y": 0.27361633029906 }, { "x": 41, "y": 0.28548044211116 }, { "x": 42, "y": 0.29728963872116 }, { "x": 43, "y": 0.30903171149872 }, { "x": 44, "y": 0.32069555274894 }, { "x": 45, "y": 0.33227109090422 }, { "x": 46, "y": 0.34374922723396 }, { "x": 47, "y": 0.35512177445278 }, { "x": 48, "y": 0.36638139750673 }, { "x": 49, "y": 0.37752155673413 }, { "x": 50, "y": 0.38853645352961 }, { "x": 51, "y": 0.3994209785858 }, { "x": 52, "y": 0.41017066274288 }, { "x": 53, "y": 0.42078163044144 }, { "x": 54, "y": 0.43125055574674 }, { "x": 55, "y": 0.4415746208912 }, { "x": 56, "y": 0.45175147726555 }, { "x": 57, "y": 0.46177920877748 }, { "x": 58, "y": 0.4716562974878 }, { "x": 59, "y": 0.4813815914284 }, { "x": 60, "y": 0.49095427450297 }, { "x": 61, "y": 0.50037383836946 }, { "x": 62, "y": 0.50964005620328 }, { "x": 63, "y": 0.51875295824106 }, { "x": 64, "y": 0.52771280900652 }, { "x": 65, "y": 0.5365200861226 }, { "x": 66, "y": 0.54517546061678 }, { "x": 67, "y": 0.55367977863025 }, { "x": 68, "y": 0.56203404444475 }, { "x": 69, "y": 0.57023940474501 }, { "x": 70, "y": 0.57829713403842 }, { "x": 71, "y": 0.58620862115754 }, { "x": 72, "y": 0.59397535677486 }, { "x": 73, "y": 0.60159892186301 }, { "x": 74, "y": 0.60908097703744 }, { "x": 75, "y": 0.61642325272218 }, { "x": 76, "y": 0.62362754008267 }, { "x": 77, "y": 0.63069568267313 }, { "x": 78, "y": 0.63762956874915 }, { "x": 79, "y": 0.64443112419914 }, { "x": 80, "y": 0.65110230605134 }, { "x": 81, "y": 0.65764509651575 }, { "x": 82, "y": 0.66406149752297 }, { "x": 83, "y": 0.67035352572451 }, { "x": 84, "y": 0.67652320792139 }, { "x": 85, "y": 0.68257257688998 }, { "x": 86, "y": 0.68850366757643 }, { "x": 87, "y": 0.69431851363236 }, { "x": 88, "y": 0.70001914426713 }, { "x": 89, "y": 0.70560758139293 }, { "x": 90, "y": 0.71108583704115 }, { "x": 91, "y": 0.71645591102953 }, { "x": 92, "y": 0.7217197888614 }, { "x": 93, "y": 0.72687943983925 }, { "x": 94, "y": 0.73193681537647 }, { "x": 95, "y": 0.73689384749184 }, { "x": 96, "y": 0.74175244747289 }, { "x": 97, "y": 0.74651450469479 }, { "x": 98, "y": 0.7511818855827 }, { "x": 99, "y": 0.75575643270619 }, { "x": 100, "y": 0.76023996399524 }, { "x": 101, "y": 0.76463427206799 }, { "x": 102, "y": 0.76894112366128 }, { "x": 103, "y": 0.77316225915548 }, { "x": 104, "y": 0.7772993921858 }, { "x": 105, "y": 0.78135420933296 }, { "x": 106, "y": 0.78532836988637 }, { "x": 107, "y": 0.78922350567365 }, { "x": 108, "y": 0.79304122095077 }, { "x": 109, "y": 0.79678309234742 }, { "x": 110, "y": 0.8004506688627 }, { "x": 111, "y": 0.80404547190654 }, { "x": 112, "y": 0.80756899538256 }, { "x": 113, "y": 0.81102270580857 }, { "x": 114, "y": 0.81440804247101 }, { "x": 115, "y": 0.81772641760995 }, { "x": 116, "y": 0.8209792166316 }, { "x": 117, "y": 0.82416779834554 }, { "x": 118, "y": 0.82729349522387 }, { "x": 119, "y": 0.83035761367993 }, { "x": 120, "y": 0.83336143436445 }, { "x": 121, "y": 0.83630621247681 }, { "x": 122, "y": 0.83919317808974 }, { "x": 123, "y": 0.84202353648562 }, { "x": 124, "y": 0.84479846850267 }, { "x": 125, "y": 0.84751913088973 } ] }, { "id": 899, "curve_id": "L8.2", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "with buried tanks", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": 3.0116056237302784, "sigma": 0.500000000000014, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.012, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 8.5495E-10 }, { "x": 2, "y": 1.76822265E-06 }, { "x": 3, "y": 6.512466895E-05 }, { "x": 4, "y": 0.00057576318581 }, { "x": 5, "y": 0.0025210210582 }, { "x": 6, "y": 0.00734988815582 }, { "x": 7, "y": 0.01652847393853 }, { "x": 8, "y": 0.03113781701649 }, { "x": 9, "y": 0.05168169615982 }, { "x": 10, "y": 0.07808938849583 }, { "x": 11, "y": 0.10983225473086 }, { "x": 12, "y": 0.14607932215674 }, { "x": 13, "y": 0.18584491419944 }, { "x": 14, "y": 0.22810666574729 }, { "x": 15, "y": 0.27188867664972 }, { "x": 16, "y": 0.31631307303839 }, { "x": 17, "y": 0.36062654819678 }, { "x": 18, "y": 0.40420887867667 }, { "x": 19, "y": 0.44656951543811 }, { "x": 20, "y": 0.48733702607118 }, { "x": 21, "y": 0.52624485848078 }, { "x": 22, "y": 0.56311579302518 }, { "x": 23, "y": 0.59784659561232 }, { "x": 24, "y": 0.63039376149905 }, { "x": 25, "y": 0.66076080770423 }, { "x": 26, "y": 0.68898728650145 }, { "x": 27, "y": 0.71513951374367 }, { "x": 28, "y": 0.73930290178644 }, { "x": 29, "y": 0.76157573319415 }, { "x": 30, "y": 0.78206419051972 }, { "x": 31, "y": 0.80087845676339 }, { "x": 32, "y": 0.81812971211686 }, { "x": 33, "y": 0.83392786963143 }, { "x": 34, "y": 0.84837991189398 }, { "x": 35, "y": 0.86158871042933 }, { "x": 36, "y": 0.87365222809395 }, { "x": 37, "y": 0.88466302152066 }, { "x": 38, "y": 0.89470797544796 }, { "x": 39, "y": 0.90386821348957 }, { "x": 40, "y": 0.91221914067764 }, { "x": 41, "y": 0.91983058212502 }, { "x": 42, "y": 0.92676698960706 }, { "x": 43, "y": 0.93308769397251 }, { "x": 44, "y": 0.93884718626027 }, { "x": 45, "y": 0.94409541440545 }, { "x": 46, "y": 0.94887808562862 }, { "x": 47, "y": 0.95323696715585 }, { "x": 48, "y": 0.95721017993414 }, { "x": 49, "y": 0.96083248158815 }, { "x": 50, "y": 0.96413553609311 }, { "x": 51, "y": 0.9671481685856 }, { "x": 52, "y": 0.96989660445454 }, { "x": 53, "y": 0.97240469239653 }, { "x": 54, "y": 0.97469411151996 }, { "x": 55, "y": 0.97678456287137 }, { "x": 56, "y": 0.97869394595991 }, { "x": 57, "y": 0.98043852099175 }, { "x": 58, "y": 0.98203305761026 }, { "x": 59, "y": 0.98349097098311 }, { "x": 60, "y": 0.98482444609382 }, { "x": 61, "y": 0.98604455108974 }, { "x": 62, "y": 0.98716134051797 }, { "x": 63, "y": 0.98818394924907 }, { "x": 64, "y": 0.98912067784993 }, { "x": 65, "y": 0.98997907012394 }, { "x": 66, "y": 0.99076598349147 }, { "x": 67, "y": 0.99148765283729 }, { "x": 68, "y": 0.99214974840587 }, { "x": 69, "y": 0.99275742828094 }, { "x": 70, "y": 0.99331538594276 }, { "x": 71, "y": 0.99382789335583 }, { "x": 72, "y": 0.99429884000133 }, { "x": 73, "y": 0.99473176823271 }, { "x": 74, "y": 0.99512990529945 }, { "x": 75, "y": 0.99549619235278 }, { "x": 76, "y": 0.99583331071904 }, { "x": 77, "y": 0.99614370569967 }, { "x": 78, "y": 0.99642960813296 }, { "x": 79, "y": 0.99669305393071 }, { "x": 80, "y": 0.9969359017828 }, { "x": 81, "y": 0.99715984920433 }, { "x": 82, "y": 0.9973664470836 }, { "x": 83, "y": 0.99755711287365 }, { "x": 84, "y": 0.99773314255695 }, { "x": 85, "y": 0.99789572149989 }, { "x": 86, "y": 0.99804593430281 }, { "x": 87, "y": 0.99818477374094 }, { "x": 88, "y": 0.99831314888259 }, { "x": 89, "y": 0.99843189246241 }, { "x": 90, "y": 0.99854176758021 }, { "x": 91, "y": 0.99864347378893 }, { "x": 92, "y": 0.99873765262918 }, { "x": 93, "y": 0.9988248926625 }, { "x": 94, "y": 0.99890573405002 }, { "x": 95, "y": 0.99898067271919 }, { "x": 96, "y": 0.99905016415684 }, { "x": 97, "y": 0.99911462686338 }, { "x": 98, "y": 0.9991744454993 }, { "x": 99, "y": 0.99922997375269 }, { "x": 100, "y": 0.99928153695319 }, { "x": 101, "y": 0.99932943445575 }, { "x": 102, "y": 0.99937394181527 }, { "x": 103, "y": 0.99941531277114 }, { "x": 104, "y": 0.99945378105891 }, { "x": 105, "y": 0.99948956206485 }, { "x": 106, "y": 0.99952285433751 }, { "x": 107, "y": 0.99955384096908 }, { "x": 108, "y": 0.99958269085839 }, { "x": 109, "y": 0.99960955986589 }, { "x": 110, "y": 0.9996345918704 }, { "x": 111, "y": 0.9996579197363 }, { "x": 112, "y": 0.99967966619897 }, { "x": 113, "y": 0.99969994467582 }, { "x": 114, "y": 0.99971886000934 }, { "x": 115, "y": 0.99973650914809 }, { "x": 116, "y": 0.99975298177115 }, { "x": 117, "y": 0.99976836086084 }, { "x": 118, "y": 0.9997827232281 }, { "x": 119, "y": 0.99979613999488 }, { "x": 120, "y": 0.99980867703686 }, { "x": 121, "y": 0.99982039539024 }, { "x": 122, "y": 0.99983135162535 }, { "x": 123, "y": 0.99984159819015 }, { "x": 124, "y": 0.999851183726 }, { "x": 125, "y": 0.99986015335809 } ] }, { "id": 900, "curve_id": "L8.3", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Embankments, cuts, abutments, slopes, tracks", "source_type": "Peer-reviewed", "source_abbrev": "Argyroudis and Kaynia (2014)", "source_detail": "Argyroudis, S. and Kaynia, A. M.: Fragility Functions of Highway and Railway Infrastructure, in: SYNER-G: Typology Definition and Fragility Functions for Physical Elements at Seismic Risk., vol. 27, edited by: Pitilakis, K., Crowley, H., and Kaynia, A. M., Springer, Dordrecht, 299–326, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "datapoints_given", "mu": 2.0794415416798255, "sigma": 0.70000000000003926, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.079, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Discontinuous", "uncertainty": "Yes", "derivation": "Expert Opinion", "geography": "0", "hazard_type": "Landslide", "num_points": 141, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001485944226 }, { "x": 2, "y": 0.02382814827152 }, { "x": 3, "y": 0.08057943206515 }, { "x": 4, "y": 0.16103567984645 }, { "x": 5, "y": 0.25097212337267 }, { "x": 6, "y": 0.34054565711074 }, { "x": 7, "y": 0.42435715416667 }, { "x": 8, "y": 0.5 }, { "x": 9, "y": 0.56681121167386 }, { "x": 10, "y": 0.62505200090785 }, { "x": 11, "y": 0.67542160382341 }, { "x": 12, "y": 0.71878498428334 }, { "x": 13, "y": 0.75602799370191 }, { "x": 14, "y": 0.78798556223931 }, { "x": 15, "y": 0.81541052280821 }, { "x": 16, "y": 0.83896432015355 }, { "x": 17, "y": 0.85921895433072 }, { "x": 18, "y": 0.87666421061233 }, { "x": 19, "y": 0.89171692664956 }, { "x": 20, "y": 0.90473058214501 }, { "x": 21, "y": 0.91600435943284 }, { "x": 22, "y": 0.92579130132229 }, { "x": 23, "y": 0.93430545054817 }, { "x": 24, "y": 0.94172798839793 }, { "x": 25, "y": 0.9482124533585 }, { "x": 26, "y": 0.95388914543056 }, { "x": 27, "y": 0.95886882609813 }, { "x": 28, "y": 0.9632458180254 }, { "x": 29, "y": 0.96710059808434 }, { "x": 30, "y": 0.97050196540064 }, { "x": 31, "y": 0.9735088543612 }, { "x": 32, "y": 0.97617185172848 }, { "x": 33, "y": 0.97853446746563 }, { "x": 34, "y": 0.98063420064815 }, { "x": 35, "y": 0.98250343485409 }, { "x": 36, "y": 0.98417019156067 }, { "x": 37, "y": 0.98565876518427 }, { "x": 38, "y": 0.98699025934243 }, { "x": 39, "y": 0.98818304055845 }, { "x": 40, "y": 0.98925312285527 }, { "x": 41, "y": 0.99021449439735 }, { "x": 42, "y": 0.99107939545085 }, { "x": 43, "y": 0.99185855537522 }, { "x": 44, "y": 0.9925613950727 }, { "x": 45, "y": 0.9931962002597 }, { "x": 46, "y": 0.99377027004423 }, { "x": 47, "y": 0.99429004456508 }, { "x": 48, "y": 0.99476121484398 }, { "x": 49, "y": 0.99518881749919 }, { "x": 50, "y": 0.99557731655112 }, { "x": 51, "y": 0.99593067420157 }, { "x": 52, "y": 0.99625241217713 }, { "x": 53, "y": 0.99654566498323 }, { "x": 54, "y": 0.99681322621126 }, { "x": 55, "y": 0.99705758886964 }, { "x": 56, "y": 0.99728098056492 }, { "x": 57, "y": 0.99748539423809 }, { "x": 58, "y": 0.99767261505777 }, { "x": 59, "y": 0.99784424398573 }, { "x": 60, "y": 0.99800171845622 }, { "x": 61, "y": 0.99814633054823 }, { "x": 62, "y": 0.99827924297686 }, { "x": 63, "y": 0.99840150318448 }, { "x": 64, "y": 0.998514055774 }, { "x": 65, "y": 0.99861775349367 }, { "x": 66, "y": 0.99871336695433 }, { "x": 67, "y": 0.99880159323628 }, { "x": 68, "y": 0.99888306352182 }, { "x": 69, "y": 0.99895834987201 }, { "x": 70, "y": 0.99902797125048 }, { "x": 71, "y": 0.99909239888427 }, { "x": 72, "y": 0.99915206103992 }, { "x": 73, "y": 0.99920734728338 }, { "x": 74, "y": 0.99925861228356 }, { "x": 75, "y": 0.9993061792121 }, { "x": 76, "y": 0.99935034278526 }, { "x": 77, "y": 0.99939137198857 }, { "x": 78, "y": 0.99942951251957 }, { "x": 79, "y": 0.99946498898011 }, { "x": 80, "y": 0.99949800684566 }, { "x": 81, "y": 0.99952875423612 }, { "x": 82, "y": 0.99955740350948 }, { "x": 83, "y": 0.99958411269747 }, { "x": 84, "y": 0.99960902679997 }, { "x": 85, "y": 0.99963227895308 }, { "x": 86, "y": 0.99965399148413 }, { "x": 87, "y": 0.9996742768654 }, { "x": 88, "y": 0.99969323857696 }, { "x": 89, "y": 0.99971097188786 }, { "x": 90, "y": 0.99972756456414 }, { "x": 91, "y": 0.99974309751086 }, { "x": 92, "y": 0.99975764535482 }, { "x": 93, "y": 0.99977127697384 }, { "x": 94, "y": 0.9997840559779 }, { "x": 95, "y": 0.99979604114676 }, { "x": 96, "y": 0.99980728682836 }, { "x": 97, "y": 0.99981784330174 }, { "x": 98, "y": 0.99982775710788 }, { "x": 99, "y": 0.99983707135151 }, { "x": 100, "y": 0.99984582597662 }, { "x": 101, "y": 0.99985405801809 }, { "x": 102, "y": 0.99986180183177 }, { "x": 103, "y": 0.99986908930484 }, { "x": 104, "y": 0.99987595004843 }, { "x": 105, "y": 0.99988241157395 }, { "x": 106, "y": 0.99988849945471 }, { "x": 107, "y": 0.99989423747412 }, { "x": 108, "y": 0.99989964776165 }, { "x": 109, "y": 0.99990475091769 }, { "x": 110, "y": 0.99990956612815 }, { "x": 111, "y": 0.99991411126989 }, { "x": 112, "y": 0.99991840300762 }, { "x": 113, "y": 0.99992245688306 }, { "x": 114, "y": 0.99992628739709 }, { "x": 115, "y": 0.99992990808532 }, { "x": 116, "y": 0.9999333315878 }, { "x": 117, "y": 0.99993656971332 }, { "x": 118, "y": 0.99993963349868 }, { "x": 119, "y": 0.99994253326343 }, { "x": 120, "y": 0.99994527866043 }, { "x": 121, "y": 0.99994787872255 }, { "x": 122, "y": 0.99995034190584 }, { "x": 123, "y": 0.99995267612951 }, { "x": 124, "y": 0.99995488881283 }, { "x": 125, "y": 0.99995698690939 }, { "x": 126, "y": 0.99995897693875 }, { "x": 127, "y": 0.99996086501586 }, { "x": 128, "y": 0.9999626568782 }, { "x": 129, "y": 0.99996435791114 }, { "x": 130, "y": 0.99996597317125 }, { "x": 131, "y": 0.99996750740815 }, { "x": 132, "y": 0.99996896508464 }, { "x": 133, "y": 0.9999703503955 }, { "x": 134, "y": 0.99997166728493 }, { "x": 135, "y": 0.99997291946274 }, { "x": 136, "y": 0.9999741104195 }, { "x": 137, "y": 0.9999752434405 }, { "x": 138, "y": 0.9999763216189 }, { "x": 139, "y": 0.99997734786786 }, { "x": 140, "y": 0.9999783249319 } ] }, { "id": 901, "curve_id": "L9.2", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "with buried tanks", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate", "source_data_type": "median_dispersion", "mu": 3.0116056237302784, "sigma": 0.500000000000014, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.012, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 8.5495E-10 }, { "x": 2, "y": 1.76822265E-06 }, { "x": 3, "y": 6.512466895E-05 }, { "x": 4, "y": 0.00057576318581 }, { "x": 5, "y": 0.0025210210582 }, { "x": 6, "y": 0.00734988815582 }, { "x": 7, "y": 0.01652847393853 }, { "x": 8, "y": 0.03113781701649 }, { "x": 9, "y": 0.05168169615982 }, { "x": 10, "y": 0.07808938849583 }, { "x": 11, "y": 0.10983225473086 }, { "x": 12, "y": 0.14607932215674 }, { "x": 13, "y": 0.18584491419944 }, { "x": 14, "y": 0.22810666574729 }, { "x": 15, "y": 0.27188867664972 }, { "x": 16, "y": 0.31631307303839 }, { "x": 17, "y": 0.36062654819678 }, { "x": 18, "y": 0.40420887867667 }, { "x": 19, "y": 0.44656951543811 }, { "x": 20, "y": 0.48733702607118 }, { "x": 21, "y": 0.52624485848078 }, { "x": 22, "y": 0.56311579302518 }, { "x": 23, "y": 0.59784659561232 }, { "x": 24, "y": 0.63039376149905 }, { "x": 25, "y": 0.66076080770423 }, { "x": 26, "y": 0.68898728650145 }, { "x": 27, "y": 0.71513951374367 }, { "x": 28, "y": 0.73930290178644 }, { "x": 29, "y": 0.76157573319415 }, { "x": 30, "y": 0.78206419051972 }, { "x": 31, "y": 0.80087845676339 }, { "x": 32, "y": 0.81812971211686 }, { "x": 33, "y": 0.83392786963143 }, { "x": 34, "y": 0.84837991189398 }, { "x": 35, "y": 0.86158871042933 }, { "x": 36, "y": 0.87365222809395 }, { "x": 37, "y": 0.88466302152066 }, { "x": 38, "y": 0.89470797544796 }, { "x": 39, "y": 0.90386821348957 }, { "x": 40, "y": 0.91221914067764 }, { "x": 41, "y": 0.91983058212502 }, { "x": 42, "y": 0.92676698960706 }, { "x": 43, "y": 0.93308769397251 }, { "x": 44, "y": 0.93884718626027 }, { "x": 45, "y": 0.94409541440545 }, { "x": 46, "y": 0.94887808562862 }, { "x": 47, "y": 0.95323696715585 }, { "x": 48, "y": 0.95721017993414 }, { "x": 49, "y": 0.96083248158815 }, { "x": 50, "y": 0.96413553609311 }, { "x": 51, "y": 0.9671481685856 }, { "x": 52, "y": 0.96989660445454 }, { "x": 53, "y": 0.97240469239653 }, { "x": 54, "y": 0.97469411151996 }, { "x": 55, "y": 0.97678456287137 }, { "x": 56, "y": 0.97869394595991 }, { "x": 57, "y": 0.98043852099175 }, { "x": 58, "y": 0.98203305761026 }, { "x": 59, "y": 0.98349097098311 }, { "x": 60, "y": 0.98482444609382 }, { "x": 61, "y": 0.98604455108974 }, { "x": 62, "y": 0.98716134051797 }, { "x": 63, "y": 0.98818394924907 }, { "x": 64, "y": 0.98912067784993 }, { "x": 65, "y": 0.98997907012394 }, { "x": 66, "y": 0.99076598349147 }, { "x": 67, "y": 0.99148765283729 }, { "x": 68, "y": 0.99214974840587 }, { "x": 69, "y": 0.99275742828094 }, { "x": 70, "y": 0.99331538594276 }, { "x": 71, "y": 0.99382789335583 }, { "x": 72, "y": 0.99429884000133 }, { "x": 73, "y": 0.99473176823271 }, { "x": 74, "y": 0.99512990529945 }, { "x": 75, "y": 0.99549619235278 }, { "x": 76, "y": 0.99583331071904 }, { "x": 77, "y": 0.99614370569967 }, { "x": 78, "y": 0.99642960813296 }, { "x": 79, "y": 0.99669305393071 }, { "x": 80, "y": 0.9969359017828 }, { "x": 81, "y": 0.99715984920433 }, { "x": 82, "y": 0.9973664470836 }, { "x": 83, "y": 0.99755711287365 }, { "x": 84, "y": 0.99773314255695 }, { "x": 85, "y": 0.99789572149989 }, { "x": 86, "y": 0.99804593430281 }, { "x": 87, "y": 0.99818477374094 }, { "x": 88, "y": 0.99831314888259 }, { "x": 89, "y": 0.99843189246241 }, { "x": 90, "y": 0.99854176758021 }, { "x": 91, "y": 0.99864347378893 }, { "x": 92, "y": 0.99873765262918 }, { "x": 93, "y": 0.9988248926625 }, { "x": 94, "y": 0.99890573405002 }, { "x": 95, "y": 0.99898067271919 }, { "x": 96, "y": 0.99905016415684 }, { "x": 97, "y": 0.99911462686338 }, { "x": 98, "y": 0.9991744454993 }, { "x": 99, "y": 0.99922997375269 }, { "x": 100, "y": 0.99928153695319 }, { "x": 101, "y": 0.99932943445575 }, { "x": 102, "y": 0.99937394181527 }, { "x": 103, "y": 0.99941531277114 }, { "x": 104, "y": 0.99945378105891 }, { "x": 105, "y": 0.99948956206485 }, { "x": 106, "y": 0.99952285433751 }, { "x": 107, "y": 0.99955384096908 }, { "x": 108, "y": 0.99958269085839 }, { "x": 109, "y": 0.99960955986589 }, { "x": 110, "y": 0.9996345918704 }, { "x": 111, "y": 0.9996579197363 }, { "x": 112, "y": 0.99967966619897 }, { "x": 113, "y": 0.99969994467582 }, { "x": 114, "y": 0.99971886000934 }, { "x": 115, "y": 0.99973650914809 }, { "x": 116, "y": 0.99975298177115 }, { "x": 117, "y": 0.99976836086084 }, { "x": 118, "y": 0.9997827232281 }, { "x": 119, "y": 0.99979613999488 }, { "x": 120, "y": 0.99980867703686 }, { "x": 121, "y": 0.99982039539024 }, { "x": 122, "y": 0.99983135162535 }, { "x": 123, "y": 0.99984159819015 }, { "x": 124, "y": 0.999851183726 }, { "x": 125, "y": 0.99986015335809 } ] }, { "id": 902, "curve_id": "L7.34", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Roads", "ci_detail": "Urban roads, suburban secondary roads composed by single carriageways with two lanes; roads of 7.4 years exposed to slow-moving landslides ", "source_type": "Peer-reviewed", "source_abbrev": "Ferlisi et al (2021)", "source_detail": "Ferlisi, S., Marchese, A., and Peduto, D.: Quantitative analysis of the risk to road networks exposed to slow-moving landslides: a case study in the Campania region (southern Italy), Landslides, 18, 303–319, https://doi.org/10.1007/s10346-020-01482-8, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Moderate-severe", "source_data_type": "median_dispersion", "mu": 1.7544036825799947, "sigma": 0.3100000017496034, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.754, σ=0.310, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Representative velocity along the steepest slope direction ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Campania region, Italy", "hazard_type": "Landslide", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 7.59662947221058E-09 }, { "x": 2, "y": 0.000309206 }, { "x": 3, "y": 0.0171955459541836 }, { "x": 4, "y": 0.117525197316283 }, { "x": 5, "y": 0.320024061222272 }, { "x": 6, "y": 0.54795746506632 }, { "x": 7, "y": 0.731634144068653 }, { "x": 8, "y": 0.85279797228406 }, { "x": 9, "y": 0.923419458845658 }, { "x": 10, "y": 0.961496884539474 }, { "x": 11, "y": 0.981042817206095 }, { "x": 12, "y": 0.990775002126206 }, { "x": 13, "y": 0.995534229510481 }, { "x": 14, "y": 0.997839479931306 }, { "x": 15, "y": 0.998951992233053 }, { "x": 16, "y": 0.999489124261491 }, { "x": 17, "y": 0.999749322271147 }, { "x": 18, "y": 0.999876046827228 }, { "x": 19, "y": 0.999938187381733 }, { "x": 20, "y": 0.999968897434554 }, { "x": 21, "y": 0.999984203801637 }, { "x": 22, "y": 0.999991901184001 }, { "x": 23, "y": 0.999995807895942 }, { "x": 24, "y": 0.999997809320798 }, { "x": 25, "y": 0.999998844337608 }, { "x": 26, "y": 0.999999384625837 }, { "x": 27, "y": 0.999999669295045 }, { "x": 28, "y": 0.999999820665954 }, { "x": 29, "y": 0.999999901887097 }, { "x": 30, "y": 0.999999945856397 } ] }, { "id": 903, "curve_id": "E1.17", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbine", "ci_detail": "1-MW capacity, 40-m hub height", "source_type": "Peer-reviewed", "source_abbrev": "Martin del Campo et al. (2021)", "source_detail": "Martín del Campo, J. O., Pozos-Estrada, A., and Pozos-Estrada, O.: Development of fragility curves of land-based wind turbines with tuned mass dampers under cyclone and seismic loading, Wind Energy, 24, 737–753, https://doi.org/10.1002/we.2600, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Residual displacement", "source_data_type": "datapoints_given", "mu": 0.90875519526974791, "sigma": 0.98243238120796683, "method": "Curve fitting", "mu_sigma_quality": 0.99999999543715246, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.909, σ=0.982, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.473543383E-05 }, { "x": 0.1, "y": 0.00053822600685 }, { "x": 0.15, "y": 0.00213990952524 }, { "x": 0.2, "y": 0.00518150586753 }, { "x": 0.25, "y": 0.00973637894998 }, { "x": 0.3, "y": 0.01575470867929 }, { "x": 0.35, "y": 0.02309699390979 }, { "x": 0.4, "y": 0.03161306533838 }, { "x": 0.45, "y": 0.04111887536606 }, { "x": 0.5, "y": 0.0514965722345 }, { "x": 0.55, "y": 0.06256890516607 }, { "x": 0.6, "y": 0.07423216155548 }, { "x": 0.65, "y": 0.0863625650882 }, { "x": 0.7, "y": 0.09886838474893 }, { "x": 0.75, "y": 0.11164969649765 }, { "x": 0.8, "y": 0.12463130988724 }, { "x": 0.85, "y": 0.13776421510947 }, { "x": 0.9, "y": 0.15097907962843 }, { "x": 0.95, "y": 0.16423087251877 }, { "x": 1, "y": 0.17747454255914 } ] }, { "id": 904, "curve_id": "E1.18", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbine", "ci_detail": "2.5-MW capacity, 80-m hub height;", "source_type": "Peer-reviewed", "source_abbrev": "Martin del Campo et al. (2021)", "source_detail": "Martín del Campo, J. O., Pozos-Estrada, A., and Pozos-Estrada, O.: Development of fragility curves of land-based wind turbines with tuned mass dampers under cyclone and seismic loading, Wind Energy, 24, 737–753, https://doi.org/10.1002/we.2600, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Residual displacement", "source_data_type": "datapoints_given", "mu": 1.399569908062444, "sigma": 0.84812392609798237, "method": "Curve fitting", "mu_sigma_quality": 0.99999996067975, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.400, σ=0.848, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.0761478E-07 }, { "x": 0.1, "y": 6.36697997E-06 }, { "x": 0.15, "y": 5.084614242E-05 }, { "x": 0.2, "y": 0.00019465466167 }, { "x": 0.25, "y": 0.00051004278437 }, { "x": 0.3, "y": 0.0010709374611 }, { "x": 0.35, "y": 0.00194105657386 }, { "x": 0.4, "y": 0.0031633465214 }, { "x": 0.45, "y": 0.00477503444015 }, { "x": 0.5, "y": 0.00680647997353 }, { "x": 0.55, "y": 0.00925647563704 }, { "x": 0.6, "y": 0.01214524018352 }, { "x": 0.65, "y": 0.01546123855116 }, { "x": 0.7, "y": 0.01919548753515 }, { "x": 0.75, "y": 0.02332375777971 }, { "x": 0.8, "y": 0.02784791527017 }, { "x": 0.85, "y": 0.03274942449064 }, { "x": 0.9, "y": 0.03800387251853 }, { "x": 0.95, "y": 0.04357346327858 }, { "x": 1, "y": 0.04944879005884 } ] }, { "id": 905, "curve_id": "E1.19", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbine", "ci_detail": "3.3-MW capacity, 100-m hub height;", "source_type": "Peer-reviewed", "source_abbrev": "Martin del Campo et al. (2021)", "source_detail": "Martín del Campo, J. O., Pozos-Estrada, A., and Pozos-Estrada, O.: Development of fragility curves of land-based wind turbines with tuned mass dampers under cyclone and seismic loading, Wind Energy, 24, 737–753, https://doi.org/10.1002/we.2600, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Residual displacement", "source_data_type": "datapoints_given", "mu": 1.6437409593785459, "sigma": 0.89771187602105784, "method": "Curve fitting", "mu_sigma_quality": 0.999999972844414, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.644, σ=0.898, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.1997447E-07 }, { "x": 0.1, "y": 5.5319961E-06 }, { "x": 0.15, "y": 4.023503571E-05 }, { "x": 0.2, "y": 0.00014534536764 }, { "x": 0.25, "y": 0.00036845011189 }, { "x": 0.3, "y": 0.00075560945062 }, { "x": 0.35, "y": 0.00134735307461 }, { "x": 0.4, "y": 0.00217052648407 }, { "x": 0.45, "y": 0.00326052140453 }, { "x": 0.5, "y": 0.00461962833645 }, { "x": 0.55, "y": 0.00626167637973 }, { "x": 0.6, "y": 0.00819644671768 }, { "x": 0.65, "y": 0.01041834174818 }, { "x": 0.7, "y": 0.01292621167648 }, { "x": 0.75, "y": 0.01572012079201 }, { "x": 0.8, "y": 0.01878269900661 }, { "x": 0.85, "y": 0.02210750759081 }, { "x": 0.9, "y": 0.02568189965801 }, { "x": 0.95, "y": 0.02950519298041 }, { "x": 1, "y": 0.03354430043438 } ] }, { "id": 906, "curve_id": "E1.20", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbine", "ci_detail": "1-MW capacity, 40-m hub height; passive damping system", "source_type": "Peer-reviewed", "source_abbrev": "Martin del Campo et al. (2021)", "source_detail": "Martín del Campo, J. O., Pozos-Estrada, A., and Pozos-Estrada, O.: Development of fragility curves of land-based wind turbines with tuned mass dampers under cyclone and seismic loading, Wind Energy, 24, 737–753, https://doi.org/10.1002/we.2600, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Residual displacement", "source_data_type": "datapoints_given", "mu": 1.1128140292540059, "sigma": 0.931694125420246, "method": "Curve fitting", "mu_sigma_quality": 0.99999998219362751, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.113, σ=0.932, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 5.1191708E-06 }, { "x": 0.1, "y": 0.00012291144812 }, { "x": 0.15, "y": 0.00061638692441 }, { "x": 0.2, "y": 0.00174239133042 }, { "x": 0.25, "y": 0.00365123151553 }, { "x": 0.3, "y": 0.00644823106162 }, { "x": 0.35, "y": 0.01013208308741 }, { "x": 0.4, "y": 0.0147142641502 }, { "x": 0.45, "y": 0.02011066779773 }, { "x": 0.5, "y": 0.02628836722193 }, { "x": 0.55, "y": 0.03317201031714 }, { "x": 0.6, "y": 0.04069751615325 }, { "x": 0.65, "y": 0.04878245775398 }, { "x": 0.7, "y": 0.05736810791355 }, { "x": 0.75, "y": 0.06639782202577 }, { "x": 0.8, "y": 0.07580152839396 }, { "x": 0.85, "y": 0.08552828710035 }, { "x": 0.9, "y": 0.09552786481027 }, { "x": 0.95, "y": 0.10576187897605 }, { "x": 1, "y": 0.11614671038824 } ] }, { "id": 907, "curve_id": "E1.21", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbine", "ci_detail": "2.5-MW capacity, 80-m hub height;passive damping system", "source_type": "Peer-reviewed", "source_abbrev": "Martin del Campo et al. (2021)", "source_detail": "Martín del Campo, J. O., Pozos-Estrada, A., and Pozos-Estrada, O.: Development of fragility curves of land-based wind turbines with tuned mass dampers under cyclone and seismic loading, Wind Energy, 24, 737–753, https://doi.org/10.1002/we.2600, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Residual displacement", "source_data_type": "datapoints_given", "mu": 1.5723648963302648, "sigma": 0.84345629555423807, "method": "Curve fitting", "mu_sigma_quality": 0.99999992931516135, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.572, σ=0.843, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.961845E-08 }, { "x": 0.1, "y": 2.15721572E-06 }, { "x": 0.15, "y": 1.94778916E-05 }, { "x": 0.2, "y": 8.08656946E-05 }, { "x": 0.25, "y": 0.0002258469247 }, { "x": 0.3, "y": 0.00049797379093 }, { "x": 0.35, "y": 0.00093867767041 }, { "x": 0.4, "y": 0.00158514852459 }, { "x": 0.45, "y": 0.00247004904564 }, { "x": 0.5, "y": 0.00361505216754 }, { "x": 0.55, "y": 0.00504136944629 }, { "x": 0.6, "y": 0.00675501097252 }, { "x": 0.65, "y": 0.0087747614342 }, { "x": 0.7, "y": 0.01109426848983 }, { "x": 0.75, "y": 0.01371776695207 }, { "x": 0.8, "y": 0.01664462470486 }, { "x": 0.85, "y": 0.01985013812397 }, { "x": 0.9, "y": 0.0233429721828 }, { "x": 0.95, "y": 0.02711933596821 }, { "x": 1, "y": 0.0311416673069 } ] }, { "id": 908, "curve_id": "E1.22", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbine", "ci_detail": "3.3-MW capacity, 100-m hub height;passive damping system", "source_type": "Peer-reviewed", "source_abbrev": "Martin del Campo et al. (2021)", "source_detail": "Martín del Campo, J. O., Pozos-Estrada, A., and Pozos-Estrada, O.: Development of fragility curves of land-based wind turbines with tuned mass dampers under cyclone and seismic loading, Wind Energy, 24, 737–753, https://doi.org/10.1002/we.2600, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Residual displacement", "source_data_type": "datapoints_given", "mu": 1.8017978141989894, "sigma": 0.8687283845242687, "method": "Curve fitting", "mu_sigma_quality": 0.99999988340869339, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.802, σ=0.869, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.642648E-08 }, { "x": 0.1, "y": 1.14743581E-06 }, { "x": 0.15, "y": 1.030999834E-05 }, { "x": 0.2, "y": 4.308594927E-05 }, { "x": 0.25, "y": 0.00012095635092 }, { "x": 0.3, "y": 0.00026935187447 }, { "x": 0.35, "y": 0.00051417594588 }, { "x": 0.4, "y": 0.00087672272153 }, { "x": 0.45, "y": 0.00137940197459 }, { "x": 0.5, "y": 0.0020400117884 }, { "x": 0.55, "y": 0.00286932036108 }, { "x": 0.6, "y": 0.00388650101609 }, { "x": 0.65, "y": 0.00508426444448 }, { "x": 0.7, "y": 0.00648365878622 }, { "x": 0.75, "y": 0.00808016509556 }, { "x": 0.8, "y": 0.00987751883636 }, { "x": 0.85, "y": 0.01187508168335 }, { "x": 0.9, "y": 0.01407135837311 }, { "x": 0.95, "y": 0.01646363548845 }, { "x": 1, "y": 0.01903172785871 } ] }, { "id": 909, "curve_id": "E11.1", "sector": "Telecommunications", "ci_type": "Mast", "ci_desc": "Monopole tower", "ci_detail": "24 meter, ST-37 steel grade, modulus elasticity of 2.1*10^6 kg/cm^2, passion ratio of 0.3, yielding stress 2,400 kg/cm^2", "source_type": "Conference Proceeding", "source_abbrev": "Sadeghi et al. (2010)", "source_detail": "Sadeghi, M., Mohajeri, F., and Khalaghi, E.: Seismic performance and communication failure of cell phone towers in Iran’s seismic zones, case study: developing structural and communicational fragility curves for 24m monopole tower, JOINT CONFERENCE PROCEEDINGS 7th International Conference on Urban Earthquake Engineering (7CUEE) & 5th International Conference on Earthquake Engineering (5ICEE), Tokyo Institute of Technology, Tokyo, Japan, 2010.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Severe", "source_data_type": "figure_given", "mu": 0.87546870498772578, "sigma": 0.89999996586101383, "method": "Curve fitting", "mu_sigma_quality": 0.99999999999999933, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.875, σ=0.900, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 8.4886292E-06 }, { "x": 0.1, "y": 0.00020686215433 }, { "x": 0.15, "y": 0.00103273209075 }, { "x": 0.2, "y": 0.00288116863765 }, { "x": 0.25, "y": 0.00598427734968 }, { "x": 0.3, "y": 0.01043050412648 }, { "x": 0.35, "y": 0.01620924860194 }, { "x": 0.4, "y": 0.02324902816844 }, { "x": 0.45, "y": 0.03144461535743 }, { "x": 0.5, "y": 0.04067496763984 }, { "x": 0.55, "y": 0.05081456869819 }, { "x": 0.6, "y": 0.0617403245184 }, { "x": 0.65, "y": 0.07333554533417 }, { "x": 0.7, "y": 0.0854920520334 }, { "x": 0.75, "y": 0.09811109559401 }, { "x": 0.8, "y": 0.1111035408147 }, { "x": 0.85, "y": 0.12438960795675 }, { "x": 0.9, "y": 0.13789836208046 }, { "x": 0.95, "y": 0.15156707171215 }, { "x": 1, "y": 0.16534051381828 }, { "x": 1.05, "y": 0.17917027283693 }, { "x": 1.1, "y": 0.19301406243792 }, { "x": 1.15, "y": 0.20683508628493 }, { "x": 1.2, "y": 0.22060144608307 }, { "x": 1.25, "y": 0.23428560011427 }, { "x": 1.3, "y": 0.24786387230023 }, { "x": 1.35, "y": 0.26131600993346 }, { "x": 1.4, "y": 0.27462478714348 }, { "x": 1.45, "y": 0.28777565062828 }, { "x": 1.5, "y": 0.30075640398604 } ] }, { "id": 910, "curve_id": "E1.1", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Small power plants", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.31423200874717, "sigma": 0.56820548586402342, "method": "Curve fitting", "mu_sigma_quality": 0.99982685936424243, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.314, σ=0.568, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.12399499425286 }, { "x": 0.1, "y": 0.5 }, { "x": 0.15, "y": 0.76950245681495 }, { "x": 0.2, "y": 0.8962135782486 }, { "x": 0.25, "y": 0.95214161459278 }, { "x": 0.3, "y": 0.9771132986774 }, { "x": 0.35, "y": 0.98862928695489 }, { "x": 0.4, "y": 0.99414117414235 }, { "x": 0.45, "y": 0.99687801129647 }, { "x": 0.5, "y": 0.99828462853145 }, { "x": 0.55, "y": 0.99903089947488 }, { "x": 0.6, "y": 0.99943849263688 }, { "x": 0.65, "y": 0.99966708591398 }, { "x": 0.7, "y": 0.99979842905821 }, { "x": 0.75, "y": 0.99987558447348 }, { "x": 0.8, "y": 0.99992183826959 }, { "x": 0.85, "y": 0.99995009007961 }, { "x": 0.9, "y": 0.99996764656202 }, { "x": 0.95, "y": 0.99997873228399 }, { "x": 1, "y": 0.99998583669794 }, { "x": 1.05, "y": 0.99999045289947 }, { "x": 1.1, "y": 0.99999349121665 }, { "x": 1.15, "y": 0.9999955152253 }, { "x": 1.2, "y": 0.99999687885397 }, { "x": 1.25, "y": 0.9999978073676 }, { "x": 1.3, "y": 0.9999984459537 }, { "x": 1.35, "y": 0.99999888930078 }, { "x": 1.4, "y": 0.99999919985439 }, { "x": 1.45, "y": 0.99999941923153 }, { "x": 1.5, "y": 0.99999957544502 }, { "x": 1.55, "y": 0.99999968752891 }, { "x": 1.6, "y": 0.99999976853245 }, { "x": 1.65, "y": 0.99999982747803 }, { "x": 1.7, "y": 0.99999987065442 }, { "x": 1.75, "y": 0.99999990247884 }, { "x": 1.8, "y": 0.99999992607674 }, { "x": 1.85, "y": 0.99999994367514 }, { "x": 1.9, "y": 0.99999995687154 }, { "x": 1.95, "y": 0.99999996681923 }, { "x": 2, "y": 0.99999997435594 }, { "x": 2.05, "y": 0.99999998009377 }, { "x": 2.1, "y": 0.9999999844825 }, { "x": 2.15, "y": 0.99999998785444 }, { "x": 2.2, "y": 0.99999999045639 }, { "x": 2.25, "y": 0.99999999247256 }, { "x": 2.3, "y": 0.99999999404112 }, { "x": 2.35, "y": 0.99999999526619 }, { "x": 2.4, "y": 0.99999999622659 }, { "x": 2.45, "y": 0.99999999698222 }, { "x": 2.5, "y": 0.99999999757883 }, { "x": 2.55, "y": 0.99999999805149 }, { "x": 2.6, "y": 0.99999999842718 }, { "x": 2.65, "y": 0.99999999872675 }, { "x": 2.7, "y": 0.99999999896636 }, { "x": 2.75, "y": 0.99999999915859 }, { "x": 2.8, "y": 0.99999999931325 }, { "x": 2.85, "y": 0.99999999943803 }, { "x": 2.9, "y": 0.99999999953899 }, { "x": 2.95, "y": 0.99999999962089 }, { "x": 3, "y": 0.9999999996875 }, { "x": 3.05, "y": 0.99999999974182 }, { "x": 3.1, "y": 0.99999999978621 }, { "x": 3.15, "y": 0.99999999982259 }, { "x": 3.2, "y": 0.99999999985246 }, { "x": 3.25, "y": 0.99999999987704 }, { "x": 3.3, "y": 0.99999999989733 }, { "x": 3.35, "y": 0.99999999991409 }, { "x": 3.4, "y": 0.99999999992798 }, { "x": 3.45, "y": 0.99999999993951 }, { "x": 3.5, "y": 0.99999999994911 }, { "x": 3.55, "y": 0.9999999999571 }, { "x": 3.6, "y": 0.99999999996377 }, { "x": 3.65, "y": 0.99999999996936 }, { "x": 3.7, "y": 0.99999999997404 }, { "x": 3.75, "y": 0.99999999997797 }, { "x": 3.8, "y": 0.99999999998127 }, { "x": 3.85, "y": 0.99999999998405 }, { "x": 3.9, "y": 0.9999999999864 }, { "x": 3.94999999999999, "y": 0.99999999998839 }, { "x": 3.99999999999999, "y": 0.99999999999007 } ] }, { "id": 911, "curve_id": "E1.10", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Solar farms", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "figure_given", "mu": -1.96611285637284, "sigma": 0.63000000000004741, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.966, σ=0.630, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.05109620173599 }, { "x": 0.1, "y": 0.29664208472341 }, { "x": 0.15, "y": 0.54360199387197 }, { "x": 0.2, "y": 0.71435433142117 }, { "x": 0.25, "y": 0.8213042246847 }, { "x": 0.3, "y": 0.88681183553566 }, { "x": 0.35, "y": 0.92708639923385 }, { "x": 0.4, "y": 0.95218155453732 }, { "x": 0.45, "y": 0.96808328848966 }, { "x": 0.5, "y": 0.97833839216983 }, { "x": 0.55, "y": 0.98506713066768 }, { "x": 0.6, "y": 0.98955536193849 }, { "x": 0.65, "y": 0.99259580843528 }, { "x": 0.7, "y": 0.99468547287257 }, { "x": 0.75, "y": 0.99614113964202 }, { "x": 0.8, "y": 0.99716794540661 }, { "x": 0.85, "y": 0.99790073709246 }, { "x": 0.9, "y": 0.99842941938162 }, { "x": 0.95, "y": 0.99881473534746 }, { "x": 1, "y": 0.99909824063429 }, { "x": 1.05, "y": 0.9993086992142 }, { "x": 1.1, "y": 0.99946624105513 }, { "x": 1.15, "y": 0.9995851001121 }, { "x": 1.2, "y": 0.99967543960832 }, { "x": 1.25, "y": 0.99974458300891 }, { "x": 1.3, "y": 0.99979785331112 }, { "x": 1.35, "y": 0.99983915122076 }, { "x": 1.4, "y": 0.99987135736138 }, { "x": 1.45, "y": 0.99989661467229 }, { "x": 1.5, "y": 0.99991652843187 }, { "x": 1.55, "y": 0.99993230911882 }, { "x": 1.6, "y": 0.99994487525706 }, { "x": 1.65, "y": 0.99995492801213 }, { "x": 1.7, "y": 0.99996300568698 }, { "x": 1.75, "y": 0.99996952380623 }, { "x": 1.8, "y": 0.9999748047927 }, { "x": 1.85, "y": 0.99997910007572 }, { "x": 1.9, "y": 0.99998260665969 }, { "x": 1.95, "y": 0.99998547961174 }, { "x": 2, "y": 0.99998784152535 }, { "x": 2.05, "y": 0.99998978972971 }, { "x": 2.1, "y": 0.9999914018095 }, { "x": 2.15, "y": 0.99999273985155 }, { "x": 2.2, "y": 0.99999385372711 }, { "x": 2.25, "y": 0.99999478364017 }, { "x": 2.3, "y": 0.99999556211443 }, { "x": 2.35, "y": 0.99999621554902 }, { "x": 2.4, "y": 0.99999676544144 }, { "x": 2.45, "y": 0.9999972293526 }, { "x": 2.5, "y": 0.9999976216712 }, { "x": 2.55, "y": 0.99999795422141 }, { "x": 2.6, "y": 0.99999823674749 }, { "x": 2.65, "y": 0.99999847730181 }, { "x": 2.7, "y": 0.99999868255633 }, { "x": 2.75, "y": 0.99999885805351 }, { "x": 2.8, "y": 0.99999900840911 }, { "x": 2.85, "y": 0.99999913747647 }, { "x": 2.9, "y": 0.99999924848004 }, { "x": 2.95, "y": 0.99999934412424 }, { "x": 3, "y": 0.99999942668235 }, { "x": 3.05, "y": 0.99999949806942 }, { "x": 3.1, "y": 0.99999955990212 }, { "x": 3.15, "y": 0.99999961354802 }, { "x": 3.2, "y": 0.99999966016631 }, { "x": 3.25, "y": 0.99999970074143 }, { "x": 3.3, "y": 0.99999973611103 }, { "x": 3.35, "y": 0.99999976698916 }, { "x": 3.4, "y": 0.99999979398562 }, { "x": 3.45, "y": 0.99999981762207 }, { "x": 3.5, "y": 0.99999983834556 }, { "x": 3.55, "y": 0.99999985653985 }, { "x": 3.6, "y": 0.99999987253486 }, { "x": 3.65, "y": 0.99999988661474 }, { "x": 3.7, "y": 0.99999989902455 }, { "x": 3.75, "y": 0.999999909976 }, { "x": 3.8, "y": 0.99999991965224 }, { "x": 3.85, "y": 0.99999992821192 }, { "x": 3.9, "y": 0.99999993579272 }, { "x": 3.94999999999999, "y": 0.99999994251423 }, { "x": 3.99999999999999, "y": 0.99999994848053 } ] }, { "id": 912, "curve_id": "E1.2", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Small power plants", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.30258509299404, "sigma": 0.50000000000000244, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.303, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0828285190017 }, { "x": 0.1, "y": 0.5 }, { "x": 0.15, "y": 0.79129712661553 }, { "x": 0.2, "y": 0.9171714809983 }, { "x": 0.25, "y": 0.96656758159108 }, { "x": 0.3, "y": 0.98599779442606 }, { "x": 0.35, "y": 0.993886528486 }, { "x": 0.4, "y": 0.99721938213769 }, { "x": 0.45, "y": 0.99868580388583 }, { "x": 0.5, "y": 0.99935652898709 }, { "x": 0.55, "y": 0.99967458505852 }, { "x": 0.6, "y": 0.99983050191355 }, { "x": 0.65, "y": 0.9999093003932 }, { "x": 0.7, "y": 0.99995025253567 }, { "x": 0.75, "y": 0.99997208855263 }, { "x": 0.8, "y": 0.99998400962348 }, { "x": 0.85, "y": 0.99999066088884 }, { "x": 0.9, "y": 0.99999444730041 }, { "x": 0.95, "y": 0.99999664338325 }, { "x": 1, "y": 0.9999979393566 }, { "x": 1.05, "y": 0.99999871660006 }, { "x": 1.1, "y": 0.99999918982739 }, { "x": 1.15, "y": 0.99999948205216 }, { "x": 1.2, "y": 0.999999664913 }, { "x": 1.25, "y": 0.99999978077401 }, { "x": 1.3, "y": 0.99999985505094 }, { "x": 1.35, "y": 0.99999990319966 }, { "x": 1.4, "y": 0.9999999347401 }, { "x": 1.45, "y": 0.99999995560723 }, { "x": 1.5, "y": 0.99999996954355 }, { "x": 1.55, "y": 0.99999997893472 }, { "x": 1.6, "y": 0.99999998531719 }, { "x": 1.65, "y": 0.9999999896902 }, { "x": 1.7, "y": 0.99999999270969 }, { "x": 1.75, "y": 0.99999999481006 }, { "x": 1.8, "y": 0.99999999628144 }, { "x": 1.85, "y": 0.99999999731919 }, { "x": 1.9, "y": 0.99999999805587 }, { "x": 1.95, "y": 0.99999999858208 }, { "x": 2, "y": 0.9999999989602 }, { "x": 2.05, "y": 0.99999999923348 }, { "x": 2.1, "y": 0.99999999943207 }, { "x": 2.15, "y": 0.99999999957716 }, { "x": 2.2, "y": 0.9999999996837 }, { "x": 2.25, "y": 0.99999999976232 }, { "x": 2.3, "y": 0.99999999982062 }, { "x": 2.35, "y": 0.99999999986404 }, { "x": 2.4, "y": 0.99999999989654 }, { "x": 2.45, "y": 0.99999999992095 }, { "x": 2.5, "y": 0.99999999993937 }, { "x": 2.55, "y": 0.99999999995333 }, { "x": 2.6, "y": 0.99999999996394 }, { "x": 2.65, "y": 0.99999999997205 }, { "x": 2.7, "y": 0.99999999997826 }, { "x": 2.75, "y": 0.99999999998303 }, { "x": 2.8, "y": 0.99999999998671 }, { "x": 2.85, "y": 0.99999999998957 }, { "x": 2.9, "y": 0.99999999999178 }, { "x": 2.95, "y": 0.99999999999351 }, { "x": 3, "y": 0.99999999999486 }, { "x": 3.05, "y": 0.99999999999591 }, { "x": 3.1, "y": 0.99999999999674 }, { "x": 3.15, "y": 0.9999999999974 }, { "x": 3.2, "y": 0.99999999999792 }, { "x": 3.25, "y": 0.99999999999833 }, { "x": 3.3, "y": 0.99999999999865 }, { "x": 3.35, "y": 0.99999999999892 }, { "x": 3.4, "y": 0.99999999999912 }, { "x": 3.45, "y": 0.99999999999929 }, { "x": 3.5, "y": 0.99999999999942 }, { "x": 3.55, "y": 0.99999999999953 }, { "x": 3.6, "y": 0.99999999999962 }, { "x": 3.65, "y": 0.99999999999969 }, { "x": 3.7, "y": 0.99999999999974 }, { "x": 3.75, "y": 0.99999999999979 }, { "x": 3.8, "y": 0.99999999999983 }, { "x": 3.85, "y": 0.99999999999986 }, { "x": 3.9, "y": 0.99999999999988 }, { "x": 3.94999999999999, "y": 0.9999999999999 }, { "x": 3.99999999999999, "y": 0.99999999999992 } ] }, { "id": 913, "curve_id": "E1.3", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Medium/large power plants", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.30258509302816, "sigma": 0.6000000001553214, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.303, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.12399499425286 }, { "x": 0.1, "y": 0.5 }, { "x": 0.15, "y": 0.75040830239576 }, { "x": 0.2, "y": 0.87600500574714 }, { "x": 0.25, "y": 0.93663829354316 }, { "x": 0.3, "y": 0.96645125692808 }, { "x": 0.35, "y": 0.98159829877003 }, { "x": 0.4, "y": 0.98956949587352 }, { "x": 0.45, "y": 0.99390844402476 }, { "x": 0.5, "y": 0.99634516190031 }, { "x": 0.55, "y": 0.99775312411309 }, { "x": 0.6, "y": 0.99858796460795 }, { "x": 0.65, "y": 0.99909473214614 }, { "x": 0.7, "y": 0.99940898988894 }, { "x": 0.75, "y": 0.99960770069827 }, { "x": 0.8, "y": 0.99973560879348 }, { "x": 0.85, "y": 0.99981930057331 }, { "x": 0.9, "y": 0.9998748930809 }, { "x": 0.95, "y": 0.99991233879559 }, { "x": 1, "y": 0.99993788925315 }, { "x": 1.05, "y": 0.99995553383636 }, { "x": 1.1, "y": 0.99996785598987 }, { "x": 1.15, "y": 0.99997655172181 }, { "x": 1.2, "y": 0.99998274874011 }, { "x": 1.25, "y": 0.99998720588139 }, { "x": 1.3, "y": 0.99999043951407 }, { "x": 1.35, "y": 0.99999280472726 }, { "x": 1.4, "y": 0.9999945481328 }, { "x": 1.45, "y": 0.99999584261106 }, { "x": 1.5, "y": 0.99999681042897 }, { "x": 1.55, "y": 0.99999753878305 }, { "x": 1.6, "y": 0.9999980903531 }, { "x": 1.65, "y": 0.99999851053538 }, { "x": 1.7, "y": 0.9999988324443 }, { "x": 1.75, "y": 0.99999908040016 }, { "x": 1.8, "y": 0.9999992723808 }, { "x": 1.85, "y": 0.99999942175822 }, { "x": 1.9, "y": 0.99999953853757 }, { "x": 1.95, "y": 0.99999963024738 }, { "x": 2, "y": 0.99999970258337 }, { "x": 2.05, "y": 0.99999975987715 }, { "x": 2.1, "y": 0.99999980543935 }, { "x": 2.15, "y": 0.99999984181242 }, { "x": 2.2, "y": 0.99999987095789 }, { "x": 2.25, "y": 0.99999989439584 }, { "x": 2.3, "y": 0.99999991330924 }, { "x": 2.35, "y": 0.99999992862257 }, { "x": 2.4, "y": 0.9999999410611 }, { "x": 2.45, "y": 0.99999995119606 }, { "x": 2.5, "y": 0.99999995947896 }, { "x": 2.55, "y": 0.99999996626801 }, { "x": 2.6, "y": 0.99999997184837 }, { "x": 2.65, "y": 0.99999997644778 }, { "x": 2.7, "y": 0.99999998024874 }, { "x": 2.75, "y": 0.99999998339794 }, { "x": 2.8, "y": 0.99999998601367 }, { "x": 2.85, "y": 0.99999998819155 }, { "x": 2.9, "y": 0.99999999000916 }, { "x": 2.95, "y": 0.99999999152955 }, { "x": 3, "y": 0.99999999280416 }, { "x": 3.05, "y": 0.99999999387504 }, { "x": 3.1, "y": 0.99999999477664 }, { "x": 3.15, "y": 0.99999999553728 }, { "x": 3.2, "y": 0.99999999618027 }, { "x": 3.25, "y": 0.99999999672488 }, { "x": 3.3, "y": 0.99999999718702 }, { "x": 3.35, "y": 0.99999999757991 }, { "x": 3.4, "y": 0.99999999791453 }, { "x": 3.45, "y": 0.99999999820002 }, { "x": 3.5, "y": 0.99999999844402 }, { "x": 3.55, "y": 0.99999999865289 }, { "x": 3.6, "y": 0.999999998832 }, { "x": 3.65, "y": 0.99999999898583 }, { "x": 3.7, "y": 0.99999999911815 }, { "x": 3.75, "y": 0.99999999923214 }, { "x": 3.8, "y": 0.99999999933049 }, { "x": 3.85, "y": 0.99999999941547 }, { "x": 3.9, "y": 0.999999999489 }, { "x": 3.94999999999999, "y": 0.99999999955271 }, { "x": 3.99999999999999, "y": 0.999999999608 } ] }, { "id": 914, "curve_id": "E1.4", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Medium/large power plants", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.30258509302816, "sigma": 0.6000000001553214, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.303, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.12399499425286 }, { "x": 0.1, "y": 0.5 }, { "x": 0.15, "y": 0.75040830239576 }, { "x": 0.2, "y": 0.87600500574714 }, { "x": 0.25, "y": 0.93663829354316 }, { "x": 0.3, "y": 0.96645125692808 }, { "x": 0.35, "y": 0.98159829877003 }, { "x": 0.4, "y": 0.98956949587352 }, { "x": 0.45, "y": 0.99390844402476 }, { "x": 0.5, "y": 0.99634516190031 }, { "x": 0.55, "y": 0.99775312411309 }, { "x": 0.6, "y": 0.99858796460795 }, { "x": 0.65, "y": 0.99909473214614 }, { "x": 0.7, "y": 0.99940898988894 }, { "x": 0.75, "y": 0.99960770069827 }, { "x": 0.8, "y": 0.99973560879348 }, { "x": 0.85, "y": 0.99981930057331 }, { "x": 0.9, "y": 0.9998748930809 }, { "x": 0.95, "y": 0.99991233879559 }, { "x": 1, "y": 0.99993788925315 }, { "x": 1.05, "y": 0.99995553383636 }, { "x": 1.1, "y": 0.99996785598987 }, { "x": 1.15, "y": 0.99997655172181 }, { "x": 1.2, "y": 0.99998274874011 }, { "x": 1.25, "y": 0.99998720588139 }, { "x": 1.3, "y": 0.99999043951407 }, { "x": 1.35, "y": 0.99999280472726 }, { "x": 1.4, "y": 0.9999945481328 }, { "x": 1.45, "y": 0.99999584261106 }, { "x": 1.5, "y": 0.99999681042897 }, { "x": 1.55, "y": 0.99999753878305 }, { "x": 1.6, "y": 0.9999980903531 }, { "x": 1.65, "y": 0.99999851053538 }, { "x": 1.7, "y": 0.9999988324443 }, { "x": 1.75, "y": 0.99999908040016 }, { "x": 1.8, "y": 0.9999992723808 }, { "x": 1.85, "y": 0.99999942175822 }, { "x": 1.9, "y": 0.99999953853757 }, { "x": 1.95, "y": 0.99999963024738 }, { "x": 2, "y": 0.99999970258337 }, { "x": 2.05, "y": 0.99999975987715 }, { "x": 2.1, "y": 0.99999980543935 }, { "x": 2.15, "y": 0.99999984181242 }, { "x": 2.2, "y": 0.99999987095789 }, { "x": 2.25, "y": 0.99999989439584 }, { "x": 2.3, "y": 0.99999991330924 }, { "x": 2.35, "y": 0.99999992862257 }, { "x": 2.4, "y": 0.9999999410611 }, { "x": 2.45, "y": 0.99999995119606 }, { "x": 2.5, "y": 0.99999995947896 }, { "x": 2.55, "y": 0.99999996626801 }, { "x": 2.6, "y": 0.99999997184837 }, { "x": 2.65, "y": 0.99999997644778 }, { "x": 2.7, "y": 0.99999998024874 }, { "x": 2.75, "y": 0.99999998339794 }, { "x": 2.8, "y": 0.99999998601367 }, { "x": 2.85, "y": 0.99999998819155 }, { "x": 2.9, "y": 0.99999999000916 }, { "x": 2.95, "y": 0.99999999152955 }, { "x": 3, "y": 0.99999999280416 }, { "x": 3.05, "y": 0.99999999387504 }, { "x": 3.1, "y": 0.99999999477664 }, { "x": 3.15, "y": 0.99999999553728 }, { "x": 3.2, "y": 0.99999999618027 }, { "x": 3.25, "y": 0.99999999672488 }, { "x": 3.3, "y": 0.99999999718702 }, { "x": 3.35, "y": 0.99999999757991 }, { "x": 3.4, "y": 0.99999999791453 }, { "x": 3.45, "y": 0.99999999820002 }, { "x": 3.5, "y": 0.99999999844402 }, { "x": 3.55, "y": 0.99999999865289 }, { "x": 3.6, "y": 0.999999998832 }, { "x": 3.65, "y": 0.99999999898583 }, { "x": 3.7, "y": 0.99999999911815 }, { "x": 3.75, "y": 0.99999999923214 }, { "x": 3.8, "y": 0.99999999933049 }, { "x": 3.85, "y": 0.99999999941547 }, { "x": 3.9, "y": 0.999999999489 }, { "x": 3.94999999999999, "y": 0.99999999955271 }, { "x": 3.99999999999999, "y": 0.999999999608 } ] }, { "id": 915, "curve_id": "E1.5", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Thermal plant", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "figure_given", "mu": -1.6094379124341, "sigma": 0.55000000000000049, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.609, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00585882585765 }, { "x": 0.1, "y": 0.1037864217514 }, { "x": 0.15, "y": 0.30046683686662 }, { "x": 0.2, "y": 0.5 }, { "x": 0.25, "y": 0.65752419151688 }, { "x": 0.3, "y": 0.76950245681495 }, { "x": 0.35, "y": 0.84553820193005 }, { "x": 0.4, "y": 0.8962135782486 }, { "x": 0.45, "y": 0.92981553687571 }, { "x": 0.5, "y": 0.95214161459278 }, { "x": 0.55, "y": 0.96706258067787 }, { "x": 0.6, "y": 0.9771132986774 }, { "x": 0.65, "y": 0.98394381553367 }, { "x": 0.7, "y": 0.98862928695489 }, { "x": 0.75, "y": 0.9918736838803 }, { "x": 0.8, "y": 0.99414117414235 }, { "x": 0.85, "y": 0.99574031362065 }, { "x": 0.9, "y": 0.99687801129647 }, { "x": 0.95, "y": 0.99769426011849 }, { "x": 1, "y": 0.99828462853145 }, { "x": 1.05, "y": 0.99871493484711 }, { "x": 1.1, "y": 0.99903089947488 }, { "x": 1.15, "y": 0.99926454758887 }, { "x": 1.2, "y": 0.99943849263688 }, { "x": 1.25, "y": 0.9995688265062 }, { "x": 1.3, "y": 0.99966708591398 }, { "x": 1.35, "y": 0.99974160123251 }, { "x": 1.4, "y": 0.99979842905821 }, { "x": 1.45, "y": 0.99984200194857 }, { "x": 1.5, "y": 0.99987558447348 }, { "x": 1.55, "y": 0.99990159561632 }, { "x": 1.6, "y": 0.99992183826959 }, { "x": 1.65, "y": 0.99993766368646 }, { "x": 1.7, "y": 0.99995009007961 }, { "x": 1.75, "y": 0.99995988868104 }, { "x": 1.8, "y": 0.99996764656202 }, { "x": 1.85, "y": 0.99997381275207 }, { "x": 1.9, "y": 0.99997873228399 }, { "x": 1.95, "y": 0.99998267145985 }, { "x": 2, "y": 0.99998583669794 }, { "x": 2.05, "y": 0.99998838866127 }, { "x": 2.1, "y": 0.99999045289947 }, { "x": 2.15, "y": 0.99999212790157 }, { "x": 2.2, "y": 0.99999349121665 }, { "x": 2.25, "y": 0.99999460412615 }, { "x": 2.3, "y": 0.9999955152253 }, { "x": 2.35, "y": 0.9999962631795 }, { "x": 2.4, "y": 0.99999687885397 }, { "x": 2.45, "y": 0.9999973869654 }, { "x": 2.5, "y": 0.9999978073676 }, { "x": 2.55, "y": 0.99999815605578 }, { "x": 2.6, "y": 0.9999984459537 }, { "x": 2.65, "y": 0.99999868753284 }, { "x": 2.7, "y": 0.99999888930078 }, { "x": 2.75, "y": 0.99999905818793 }, { "x": 2.8, "y": 0.99999919985439 }, { "x": 2.85, "y": 0.9999993189344 }, { "x": 2.9, "y": 0.99999941923153 }, { "x": 2.95, "y": 0.99999950387496 }, { "x": 3, "y": 0.99999957544502 }, { "x": 3.05, "y": 0.99999963607423 }, { "x": 3.1, "y": 0.99999968752891 }, { "x": 3.15, "y": 0.99999973127517 }, { "x": 3.2, "y": 0.99999976853245 }, { "x": 3.25, "y": 0.99999980031714 }, { "x": 3.3, "y": 0.99999982747803 }, { "x": 3.35, "y": 0.99999985072533 }, { "x": 3.4, "y": 0.99999987065442 }, { "x": 3.45, "y": 0.99999988776535 }, { "x": 3.5, "y": 0.99999990247884 }, { "x": 3.55, "y": 0.9999999151495 }, { "x": 3.6, "y": 0.99999992607674 }, { "x": 3.65, "y": 0.99999993551378 }, { "x": 3.7, "y": 0.99999994367514 }, { "x": 3.75, "y": 0.99999995074283 }, { "x": 3.8, "y": 0.99999995687154 }, { "x": 3.85, "y": 0.99999996219293 }, { "x": 3.9, "y": 0.99999996681923 }, { "x": 3.94999999999999, "y": 0.99999997084626 }, { "x": 3.99999999999999, "y": 0.99999997435594 } ] }, { "id": 916, "curve_id": "E1.6", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Thermal plant", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "figure_given", "mu": -2.59026716627279, "sigma": 0.55000003123636032, "method": "Curve fitting", "mu_sigma_quality": 0.99999999999999922, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.590, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.23049754318505 }, { "x": 0.1, "y": 0.69953316313338 }, { "x": 0.15, "y": 0.8962135782486 }, { "x": 0.2, "y": 0.96273336734358 }, { "x": 0.25, "y": 0.98570308672239 }, { "x": 0.3, "y": 0.99414117414235 }, { "x": 0.35, "y": 0.99745126732789 }, { "x": 0.4, "y": 0.99883114614071 }, { "x": 0.45, "y": 0.99943849263688 }, { "x": 0.5, "y": 0.99971898848101 }, { "x": 0.55, "y": 0.99985417184306 }, { "x": 0.6, "y": 0.99992183826959 }, { "x": 0.65, "y": 0.99995687499472 }, { "x": 0.7, "y": 0.99997557654731 }, { "x": 0.75, "y": 0.99998583669794 }, { "x": 0.8, "y": 0.9999916076547 }, { "x": 0.85, "y": 0.9999949281583 }, { "x": 0.9, "y": 0.99999687885397 }, { "x": 0.95, "y": 0.99999804694107 }, { "x": 1, "y": 0.99999875884084 }, { "x": 1.05, "y": 0.99999919985439 }, { "x": 1.1, "y": 0.99999947723041 }, { "x": 1.15, "y": 0.99999965416717 }, { "x": 1.2, "y": 0.99999976853245 }, { "x": 1.25, "y": 0.99999984337219 }, { "x": 1.3, "y": 0.99999989291747 }, { "x": 1.35, "y": 0.99999992607674 }, { "x": 1.4, "y": 0.9999999484984 }, { "x": 1.45, "y": 0.99999996380722 }, { "x": 1.5, "y": 0.99999997435594 }, { "x": 1.55, "y": 0.9999999816881 }, { "x": 1.6, "y": 0.99999998682673 }, { "x": 1.65, "y": 0.99999999045639 }, { "x": 1.7, "y": 0.9999999930394 }, { "x": 1.75, "y": 0.9999999948907 }, { "x": 1.8, "y": 0.99999999622659 }, { "x": 1.85, "y": 0.99999999719683 }, { "x": 1.9, "y": 0.9999999979059 }, { "x": 1.95, "y": 0.99999999842718 }, { "x": 2, "y": 0.9999999988126 }, { "x": 2.05, "y": 0.99999999909912 }, { "x": 2.1, "y": 0.99999999931325 }, { "x": 2.15, "y": 0.99999999947407 }, { "x": 2.2, "y": 0.99999999959546 }, { "x": 2.25, "y": 0.9999999996875 }, { "x": 2.3, "y": 0.99999999975761 }, { "x": 2.35, "y": 0.99999999981125 }, { "x": 2.4, "y": 0.99999999985246 }, { "x": 2.45, "y": 0.99999999988424 }, { "x": 2.5, "y": 0.99999999990885 }, { "x": 2.55, "y": 0.99999999992798 }, { "x": 2.6, "y": 0.99999999994291 }, { "x": 2.65, "y": 0.99999999995459 }, { "x": 2.7, "y": 0.99999999996377 }, { "x": 2.75, "y": 0.99999999997101 }, { "x": 2.8, "y": 0.99999999997673 }, { "x": 2.85, "y": 0.99999999998127 }, { "x": 2.9, "y": 0.99999999998488 }, { "x": 2.95, "y": 0.99999999998776 }, { "x": 3, "y": 0.99999999999007 }, { "x": 3.05, "y": 0.99999999999192 }, { "x": 3.1, "y": 0.99999999999341 }, { "x": 3.15, "y": 0.99999999999461 }, { "x": 3.2, "y": 0.99999999999559 }, { "x": 3.25, "y": 0.99999999999637 }, { "x": 3.3, "y": 0.99999999999701 }, { "x": 3.35, "y": 0.99999999999754 }, { "x": 3.4, "y": 0.99999999999796 }, { "x": 3.45, "y": 0.99999999999831 }, { "x": 3.5, "y": 0.9999999999986 }, { "x": 3.55, "y": 0.99999999999883 }, { "x": 3.6, "y": 0.99999999999903 }, { "x": 3.65, "y": 0.99999999999919 }, { "x": 3.7, "y": 0.99999999999932 }, { "x": 3.75, "y": 0.99999999999943 }, { "x": 3.8, "y": 0.99999999999952 }, { "x": 3.85, "y": 0.9999999999996 }, { "x": 3.9, "y": 0.99999999999966 }, { "x": 3.94999999999999, "y": 0.99999999999971 }, { "x": 3.99999999999999, "y": 0.99999999999976 } ] }, { "id": 917, "curve_id": "E1.9", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Solar farms", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "figure_given", "mu": -1.66073120712773, "sigma": 0.63000000135712042, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.661, σ=0.630, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01704314986573 }, { "x": 0.1, "y": 0.15414523718803 }, { "x": 0.15, "y": 0.35374832348872 }, { "x": 0.2, "y": 0.53244520386053 }, { "x": 0.25, "y": 0.66844160905557 }, { "x": 0.3, "y": 0.76577807586472 }, { "x": 0.35, "y": 0.83390121590815 }, { "x": 0.4, "y": 0.88132800446995 }, { "x": 0.45, "y": 0.91443919582817 }, { "x": 0.5, "y": 0.93771212633191 }, { "x": 0.55, "y": 0.95421117302958 }, { "x": 0.6, "y": 0.96601811468933 }, { "x": 0.65, "y": 0.97454863447333 }, { "x": 0.7, "y": 0.98077057692449 }, { "x": 0.75, "y": 0.98535061525883 }, { "x": 0.8, "y": 0.98875193961667 }, { "x": 0.85, "y": 0.99129929454931 }, { "x": 0.9, "y": 0.9932224542384 }, { "x": 0.95, "y": 0.99468547287257 }, { "x": 1, "y": 0.99580651804872 }, { "x": 1.05, "y": 0.99667143265781 }, { "x": 1.1, "y": 0.99734308921409 }, { "x": 1.15, "y": 0.99786789842397 }, { "x": 1.2, "y": 0.99828037677787 }, { "x": 1.25, "y": 0.99860637898336 }, { "x": 1.3, "y": 0.99886540419269 }, { "x": 1.35, "y": 0.99907225438046 }, { "x": 1.4, "y": 0.9992382359065 }, { "x": 1.45, "y": 0.99937203644266 }, { "x": 1.5, "y": 0.99948036945011 }, { "x": 1.55, "y": 0.99956845100127 }, { "x": 1.6, "y": 0.99964035483034 }, { "x": 1.65, "y": 0.99969927834185 }, { "x": 1.7, "y": 0.99974774308715 }, { "x": 1.75, "y": 0.99978774671063 }, { "x": 1.8, "y": 0.99982087874135 }, { "x": 1.85, "y": 0.99984840929433 }, { "x": 1.9, "y": 0.99987135736138 }, { "x": 1.95, "y": 0.99989054364189 }, { "x": 2, "y": 0.99990663160362 }, { "x": 2.05, "y": 0.9999201595385 }, { "x": 2.1, "y": 0.99993156569606 }, { "x": 2.15, "y": 0.99994120807127 }, { "x": 2.2, "y": 0.99994938004614 }, { "x": 2.25, "y": 0.99995632280152 }, { "x": 2.3, "y": 0.99996223520281 }, { "x": 2.35, "y": 0.99996728170206 }, { "x": 2.4, "y": 0.99997159867649 }, { "x": 2.45, "y": 0.99997529952984 }, { "x": 2.5, "y": 0.99997847881153 }, { "x": 2.55, "y": 0.99998121555308 }, { "x": 2.6, "y": 0.99998357597897 }, { "x": 2.65, "y": 0.99998561571548 }, { "x": 2.7, "y": 0.99998738159598 }, { "x": 2.75, "y": 0.99998891314017 }, { "x": 2.8, "y": 0.99999024376967 }, { "x": 2.85, "y": 0.9999914018095 }, { "x": 2.9, "y": 0.99999241131518 }, { "x": 2.95, "y": 0.99999329275765 }, { "x": 3, "y": 0.9999940635917 }, { "x": 3.05, "y": 0.99999473872888 }, { "x": 3.1, "y": 0.99999533093187 }, { "x": 3.15, "y": 0.99999585114395 }, { "x": 3.2, "y": 0.99999630876504 }, { "x": 3.25, "y": 0.99999671188326 }, { "x": 3.3, "y": 0.99999706746976 }, { "x": 3.35, "y": 0.99999738154281 }, { "x": 3.4, "y": 0.9999976593064 }, { "x": 3.45, "y": 0.99999790526745 }, { "x": 3.5, "y": 0.99999812333513 }, { "x": 3.55, "y": 0.99999831690522 }, { "x": 3.6, "y": 0.99999848893183 }, { "x": 3.65, "y": 0.9999986419885 }, { "x": 3.7, "y": 0.99999877832035 }, { "x": 3.75, "y": 0.99999889988868 }, { "x": 3.8, "y": 0.99999900840911 }, { "x": 3.85, "y": 0.99999910538433 }, { "x": 3.9, "y": 0.99999919213219 }, { "x": 3.94999999999999, "y": 0.9999992698099 }, { "x": 3.99999999999999, "y": 0.99999933943482 } ] }, { "id": 918, "curve_id": "E12.1", "sector": "Telecommunications", "ci_type": "Others", "ci_desc": "Central offices and broadcasting stations", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.89711998516786, "sigma": 0.75000000082510421, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.897, σ=0.750, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0714855101649 }, { "x": 0.1, "y": 0.2943847151656 }, { "x": 0.15, "y": 0.5 }, { "x": 0.2, "y": 0.64935367030044 }, { "x": 0.25, "y": 0.75209615457027 }, { "x": 0.3, "y": 0.82230792373402 }, { "x": 0.35, "y": 0.8707050952517 }, { "x": 0.4, "y": 0.90452473026122 }, { "x": 0.45, "y": 0.9285144898351 }, { "x": 0.5, "y": 0.94578577842513 }, { "x": 0.55, "y": 0.95839679760287 }, { "x": 0.6, "y": 0.96772720720714 }, { "x": 0.65, "y": 0.97471531532677 }, { "x": 0.7, "y": 0.98000860768748 }, { "x": 0.75, "y": 0.98406020801889 }, { "x": 0.8, "y": 0.98719148012448 }, { "x": 0.85, "y": 0.98963321980442 }, { "x": 0.9, "y": 0.99155313910599 }, { "x": 0.95, "y": 0.99307445584047 }, { "x": 1, "y": 0.99428863247047 }, { "x": 1.05, "y": 0.99526421501142 }, { "x": 1.1, "y": 0.99605303856765 }, { "x": 1.15, "y": 0.9966946327554 }, { "x": 1.2, "y": 0.99721938213769 }, { "x": 1.25, "y": 0.99765081601188 }, { "x": 1.3, "y": 0.99800728291705 }, { "x": 1.35, "y": 0.99830318599425 }, { "x": 1.4, "y": 0.99854990195823 }, { "x": 1.45, "y": 0.99875647009138 }, { "x": 1.5, "y": 0.99893011265973 }, { "x": 1.55, "y": 0.99907663077015 }, { "x": 1.6, "y": 0.99920070749567 }, { "x": 1.65, "y": 0.99930614146629 }, { "x": 1.7, "y": 0.99939602796321 }, { "x": 1.75, "y": 0.9994729001213 }, { "x": 1.8, "y": 0.99953883963044 }, { "x": 1.85, "y": 0.99959556397758 }, { "x": 1.9, "y": 0.99964449554429 }, { "x": 1.95, "y": 0.99968681659415 }, { "x": 2, "y": 0.99972351323151 }, { "x": 2.05, "y": 0.99975541069697 }, { "x": 2.1, "y": 0.99978320182588 }, { "x": 2.15, "y": 0.99980747008644 }, { "x": 2.2, "y": 0.99982870830199 }, { "x": 2.25, "y": 0.99984733392235 }, { "x": 2.3, "y": 0.99986370152491 }, { "x": 2.35, "y": 0.99987811308319 }, { "x": 2.4, "y": 0.99989082642946 }, { "x": 2.45, "y": 0.99990206225137 }, { "x": 2.5, "y": 0.99991200989442 }, { "x": 2.55, "y": 0.99992083218831 }, { "x": 2.6, "y": 0.99992866947301 }, { "x": 2.65, "y": 0.99993564296651 }, { "x": 2.7, "y": 0.99994185758956 }, { "x": 2.75, "y": 0.99994740434105 }, { "x": 2.8, "y": 0.99995236230057 }, { "x": 2.85, "y": 0.99995680032079 }, { "x": 2.9, "y": 0.9999607784611 }, { "x": 2.95, "y": 0.99996434920485 }, { "x": 3, "y": 0.9999675584951 }, { "x": 3.05, "y": 0.99997044661802 }, { "x": 3.1, "y": 0.99997304895767 }, { "x": 3.15, "y": 0.99997539664246 }, { "x": 3.2, "y": 0.99997751709978 }, { "x": 3.25, "y": 0.99997943453278 }, { "x": 3.3, "y": 0.99998117033108 }, { "x": 3.35, "y": 0.99998274342512 }, { "x": 3.4, "y": 0.99998417059246 }, { "x": 3.45, "y": 0.99998546672302 }, { "x": 3.5, "y": 0.99998664504919 }, { "x": 3.55, "y": 0.99998771734561 }, { "x": 3.6, "y": 0.99998869410321 }, { "x": 3.65, "y": 0.99998958468072 }, { "x": 3.7, "y": 0.99999039743706 }, { "x": 3.75, "y": 0.99999113984698 }, { "x": 3.8, "y": 0.99999181860233 }, { "x": 3.85, "y": 0.99999243970088 }, { "x": 3.9, "y": 0.99999300852428 }, { "x": 3.94999999999999, "y": 0.99999352990652 }, { "x": 3.99999999999999, "y": 0.99999400819436 } ] }, { "id": 919, "curve_id": "E12.2", "sector": "Telecommunications", "ci_type": "Others", "ci_desc": "Central offices and broadcasting stations", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.04022082853231, "sigma": 0.55000000003243321, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.040, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.04116768593336 }, { "x": 0.1, "y": 0.31667182675346 }, { "x": 0.15, "y": 0.60263882736145 }, { "x": 0.2, "y": 0.78325739411732 }, { "x": 0.25, "y": 0.88277174788193 }, { "x": 0.3, "y": 0.9358011616183 }, { "x": 0.35, "y": 0.96412687582422 }, { "x": 0.4, "y": 0.97949897450241 }, { "x": 0.45, "y": 0.98801657508448 }, { "x": 0.5, "y": 0.9928417970246 }, { "x": 0.55, "y": 0.99563584217862 }, { "x": 0.6, "y": 0.99728806314852 }, { "x": 0.65, "y": 0.99828462853145 }, { "x": 0.7, "y": 0.998896976963 }, { "x": 0.75, "y": 0.99927980851636 }, { "x": 0.8, "y": 0.99952304138136 }, { "x": 0.85, "y": 0.99967992117754 }, { "x": 0.9, "y": 0.99978253469416 }, { "x": 0.95, "y": 0.99985053868576 }, { "x": 1, "y": 0.99989616241095 }, { "x": 1.05, "y": 0.99992712518111 }, { "x": 1.1, "y": 0.99994836627839 }, { "x": 1.15, "y": 0.999963086821 }, { "x": 1.2, "y": 0.99997338654946 }, { "x": 1.25, "y": 0.99998065847575 }, { "x": 1.3, "y": 0.99998583669794 }, { "x": 1.35, "y": 0.99998955395332 }, { "x": 1.4, "y": 0.99999224296738 }, { "x": 1.45, "y": 0.99999420237641 }, { "x": 1.5, "y": 0.99999564006048 }, { "x": 1.55, "y": 0.99999670191372 }, { "x": 1.6, "y": 0.99999749112784 }, { "x": 1.65, "y": 0.99999808123448 }, { "x": 1.7, "y": 0.99999852500244 }, { "x": 1.75, "y": 0.99999886055719 }, { "x": 1.8, "y": 0.99999911562292 }, { "x": 1.85, "y": 0.99999931048524 }, { "x": 1.9, "y": 0.99999946007514 }, { "x": 1.95, "y": 0.99999957544502 }, { "x": 2, "y": 0.9999996648209 }, { "x": 2.05, "y": 0.99999973435739 }, { "x": 2.1, "y": 0.99999978868248 }, { "x": 2.15, "y": 0.99999983129314 }, { "x": 2.2, "y": 0.99999986484408 }, { "x": 2.25, "y": 0.99999989135967 }, { "x": 2.3, "y": 0.99999991239034 }, { "x": 2.35, "y": 0.99999992912851 }, { "x": 2.4, "y": 0.99999994249495 }, { "x": 2.45, "y": 0.99999995320349 }, { "x": 2.5, "y": 0.99999996180959 }, { "x": 2.55, "y": 0.99999996874707 }, { "x": 2.6, "y": 0.99999997435594 }, { "x": 2.65, "y": 0.99999997890361 }, { "x": 2.7, "y": 0.99999998260109 }, { "x": 2.75, "y": 0.99999998561542 }, { "x": 2.8, "y": 0.99999998807925 }, { "x": 2.85, "y": 0.99999999009823 }, { "x": 2.9, "y": 0.99999999175677 }, { "x": 2.95, "y": 0.99999999312249 }, { "x": 3, "y": 0.99999999424972 }, { "x": 3.05, "y": 0.99999999518223 }, { "x": 3.1, "y": 0.99999999595536 }, { "x": 3.15, "y": 0.99999999659773 }, { "x": 3.2, "y": 0.99999999713258 }, { "x": 3.25, "y": 0.99999999757883 }, { "x": 3.3, "y": 0.99999999795189 }, { "x": 3.35, "y": 0.99999999826438 }, { "x": 3.4, "y": 0.99999999852664 }, { "x": 3.45, "y": 0.99999999874713 }, { "x": 3.5, "y": 0.99999999893286 }, { "x": 3.55, "y": 0.99999999908958 }, { "x": 3.6, "y": 0.99999999922205 }, { "x": 3.65, "y": 0.99999999933422 }, { "x": 3.7, "y": 0.99999999942935 }, { "x": 3.75, "y": 0.99999999951016 }, { "x": 3.8, "y": 0.99999999957891 }, { "x": 3.85, "y": 0.9999999996375 }, { "x": 3.9, "y": 0.9999999996875 }, { "x": 3.94999999999999, "y": 0.99999999973024 }, { "x": 3.99999999999999, "y": 0.99999999976682 } ] }, { "id": 920, "curve_id": "E13.1", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground concrete tank, anchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.3862943611755, "sigma": 0.55000000034337138, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.386, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00171537146855 }, { "x": 0.1, "y": 0.04785838540722 }, { "x": 0.15, "y": 0.17650314664787 }, { "x": 0.2, "y": 0.34247580848312 }, { "x": 0.25, "y": 0.5 }, { "x": 0.3, "y": 0.62986421550456 }, { "x": 0.35, "y": 0.7296542695261 }, { "x": 0.4, "y": 0.80360040958221 }, { "x": 0.45, "y": 0.85739824645275 }, { "x": 0.5, "y": 0.8962135782486 }, { "x": 0.55, "y": 0.92415090136407 }, { "x": 0.6, "y": 0.94428083016967 }, { "x": 0.65, "y": 0.95883231406664 }, { "x": 0.7, "y": 0.96939914027919 }, { "x": 0.75, "y": 0.9771132986774 }, { "x": 0.8, "y": 0.9827773394559 }, { "x": 0.85, "y": 0.98696093290081 }, { "x": 0.9, "y": 0.99006968911635 }, { "x": 0.95, "y": 0.99239363313763 }, { "x": 1, "y": 0.99414117414235 }, { "x": 1.05, "y": 0.99546288215481 }, { "x": 1.1, "y": 0.99646815315065 }, { "x": 1.15, "y": 0.99723692432835 }, { "x": 1.2, "y": 0.99782794273907 }, { "x": 1.25, "y": 0.99828462853145 }, { "x": 1.3, "y": 0.99863925367204 }, { "x": 1.35, "y": 0.9989159359515 }, { "x": 1.4, "y": 0.99913279582577 }, { "x": 1.45, "y": 0.99930351868595 }, { "x": 1.5, "y": 0.99943849263688 }, { "x": 1.55, "y": 0.99954564159725 }, { "x": 1.6, "y": 0.99963103854811 }, { "x": 1.65, "y": 0.99969935929609 }, { "x": 1.7, "y": 0.99975421993502 }, { "x": 1.75, "y": 0.99979842905821 }, { "x": 1.8, "y": 0.99983417716676 }, { "x": 1.85, "y": 0.99986317958004 }, { "x": 1.9, "y": 0.99988678475467 }, { "x": 1.95, "y": 0.99990605674834 }, { "x": 2, "y": 0.99992183826959 }, { "x": 2.05, "y": 0.9999347990852 }, { "x": 2.1, "y": 0.99994547333603 }, { "x": 2.15, "y": 0.9999542884156 }, { "x": 2.2, "y": 0.99996158740436 }, { "x": 2.25, "y": 0.99996764656202 }, { "x": 2.3, "y": 0.99997268901563 }, { "x": 2.35, "y": 0.9999768955081 }, { "x": 2.4, "y": 0.99998041286695 }, { "x": 2.45, "y": 0.99998336069874 }, { "x": 2.5, "y": 0.99998583669794 }, { "x": 2.55, "y": 0.99998792086998 }, { "x": 2.6, "y": 0.99998967890074 }, { "x": 2.65, "y": 0.9999911648529 }, { "x": 2.7, "y": 0.99999242332979 }, { "x": 2.75, "y": 0.99999349121665 }, { "x": 2.8, "y": 0.99999439908575 }, { "x": 2.85, "y": 0.99999517233319 }, { "x": 2.9, "y": 0.9999958321009 }, { "x": 2.95, "y": 0.9999963960264 }, { "x": 3, "y": 0.99999687885397 }, { "x": 3.05, "y": 0.99999729293396 }, { "x": 3.1, "y": 0.99999764863175 }, { "x": 3.15, "y": 0.99999795466337 }, { "x": 3.2, "y": 0.99999821837162 }, { "x": 3.25, "y": 0.9999984459537 }, { "x": 3.3, "y": 0.99999864264925 }, { "x": 3.35, "y": 0.99999881289597 }, { "x": 3.4, "y": 0.99999896045881 }, { "x": 3.45, "y": 0.99999908853718 }, { "x": 3.5, "y": 0.99999919985439 }, { "x": 3.55, "y": 0.99999929673215 }, { "x": 3.6, "y": 0.99999938115284 }, { "x": 3.65, "y": 0.99999945481174 }, { "x": 3.7, "y": 0.99999951916072 }, { "x": 3.75, "y": 0.99999957544502 }, { "x": 3.8, "y": 0.99999962473417 }, { "x": 3.85, "y": 0.99999966794811 }, { "x": 3.9, "y": 0.99999970587912 }, { "x": 3.94999999999999, "y": 0.99999973921054 }, { "x": 3.99999999999999, "y": 0.99999976853245 } ] }, { "id": 921, "curve_id": "E13.10", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Unanchored elevated", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "figure_given", "mu": -2.65926003693279, "sigma": 0.500000000000197, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.659, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.25049130861319 }, { "x": 0.1, "y": 0.76218536294539 }, { "x": 0.15, "y": 0.93628062247503 }, { "x": 0.2, "y": 0.98211992638285 }, { "x": 0.25, "y": 0.99455066905164 }, { "x": 0.3, "y": 0.99819617505887 }, { "x": 0.35, "y": 0.99935652898709 }, { "x": 0.4, "y": 0.99975479323269 }, { "x": 0.45, "y": 0.99990098040316 }, { "x": 0.5, "y": 0.99995791850757 }, { "x": 0.55, "y": 0.99998128901103 }, { "x": 0.6, "y": 0.99999133861839 }, { "x": 0.65, "y": 0.99999584338304 }, { "x": 0.7, "y": 0.9999979393566 }, { "x": 0.75, "y": 0.99999894792909 }, { "x": 0.8, "y": 0.9999994482803 }, { "x": 0.85, "y": 0.99999970349876 }, { "x": 0.9, "y": 0.99999983703349 }, { "x": 0.95, "y": 0.9999999085531 }, { "x": 1, "y": 0.99999994769266 }, { "x": 1.05, "y": 0.99999996954355 }, { "x": 1.1, "y": 0.99999998197049 }, { "x": 1.15, "y": 0.99999998916081 }, { "x": 1.2, "y": 0.9999999933887 }, { "x": 1.25, "y": 0.99999999591244 }, { "x": 1.3, "y": 0.99999999744037 }, { "x": 1.35, "y": 0.99999999837781 }, { "x": 1.4, "y": 0.9999999989602 }, { "x": 1.45, "y": 0.99999999932633 }, { "x": 1.5, "y": 0.99999999955908 }, { "x": 1.55, "y": 0.99999999970863 }, { "x": 1.6, "y": 0.99999999980569 }, { "x": 1.65, "y": 0.99999999986928 }, { "x": 1.7, "y": 0.99999999991133 }, { "x": 1.75, "y": 0.99999999993937 }, { "x": 1.8, "y": 0.99999999995823 }, { "x": 1.85, "y": 0.99999999997102 }, { "x": 1.9, "y": 0.99999999997975 }, { "x": 1.95, "y": 0.99999999998576 }, { "x": 2, "y": 0.99999999998992 }, { "x": 2.05, "y": 0.99999999999282 }, { "x": 2.1, "y": 0.99999999999486 }, { "x": 2.15, "y": 0.99999999999629 }, { "x": 2.2, "y": 0.99999999999732 }, { "x": 2.25, "y": 0.99999999999804 }, { "x": 2.3, "y": 0.99999999999857 }, { "x": 2.35, "y": 0.99999999999895 }, { "x": 2.4, "y": 0.99999999999922 }, { "x": 2.45, "y": 0.99999999999942 }, { "x": 2.5, "y": 0.99999999999957 }, { "x": 2.55, "y": 0.99999999999968 }, { "x": 2.6, "y": 0.99999999999976 }, { "x": 2.65, "y": 0.99999999999982 }, { "x": 2.7, "y": 0.99999999999986 }, { "x": 2.75, "y": 0.99999999999989 }, { "x": 2.8, "y": 0.99999999999992 }, { "x": 2.85, "y": 0.99999999999994 }, { "x": 2.9, "y": 0.99999999999995 }, { "x": 2.95, "y": 0.99999999999996 }, { "x": 3, "y": 0.99999999999997 }, { "x": 3.05, "y": 0.99999999999998 }, { "x": 3.1, "y": 0.99999999999998 }, { "x": 3.15, "y": 0.99999999999999 }, { "x": 3.2, "y": 0.99999999999999 }, { "x": 3.25, "y": 0.99999999999999 }, { "x": 3.3, "y": 0.99999999999999 }, { "x": 3.35, "y": 0.99999999999999 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 922, "curve_id": "E13.11", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -0.967584026261748, "sigma": 0.80000000000010729, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.968, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00561939280323 }, { "x": 0.1, "y": 0.04758333558165 }, { "x": 0.15, "y": 0.12263399166626 }, { "x": 0.2, "y": 0.2111847021186 }, { "x": 0.25, "y": 0.30035216493423 }, { "x": 0.3, "y": 0.38381133324046 }, { "x": 0.35, "y": 0.45906179600226 }, { "x": 0.4, "y": 0.52556131508325 }, { "x": 0.45, "y": 0.5836911254816 }, { "x": 0.5, "y": 0.63421809424748 }, { "x": 0.55, "y": 0.67802523372636 }, { "x": 0.6, "y": 0.71598255496735 }, { "x": 0.65, "y": 0.7488901772555 }, { "x": 0.7, "y": 0.77745801033206 }, { "x": 0.75, "y": 0.80230338590404 }, { "x": 0.8, "y": 0.82395695925437 }, { "x": 0.85, "y": 0.8428719026676 }, { "x": 0.9, "y": 0.85943388998725 }, { "x": 0.95, "y": 0.87397067657923 }, { "x": 1, "y": 0.88676076118888 }, { "x": 1.05, "y": 0.89804096612445 }, { "x": 1.1, "y": 0.90801294476234 }, { "x": 1.15, "y": 0.91684870378004 }, { "x": 1.2, "y": 0.9246952567352 }, { "x": 1.25, "y": 0.9316785299263 }, { "x": 1.3, "y": 0.93790663397058 }, { "x": 1.35, "y": 0.94347260216489 }, { "x": 1.4, "y": 0.94845668304723 }, { "x": 1.45, "y": 0.95292826141767 }, { "x": 1.5, "y": 0.95694747018694 }, { "x": 1.55, "y": 0.96056654506344 }, { "x": 1.6, "y": 0.96383096526259 }, { "x": 1.65, "y": 0.96678041600641 }, { "x": 1.7, "y": 0.96944960240364 }, { "x": 1.75, "y": 0.97186893918629 }, { "x": 1.8, "y": 0.97406513655654 }, { "x": 1.85, "y": 0.97606169892123 }, { "x": 1.9, "y": 0.9778793504293 }, { "x": 1.95, "y": 0.97953639887253 }, { "x": 2, "y": 0.98104904757031 }, { "x": 2.05, "y": 0.9824316632609 }, { "x": 2.1, "y": 0.98369700670167 }, { "x": 2.15, "y": 0.98485643159047 }, { "x": 2.2, "y": 0.98592005651668 }, { "x": 2.25, "y": 0.98689691390114 }, { "x": 2.3, "y": 0.98779507926127 }, { "x": 2.35, "y": 0.98862178361861 }, { "x": 2.4, "y": 0.98938351143305 }, { "x": 2.45, "y": 0.99008608608546 }, { "x": 2.5, "y": 0.9907347446272 }, { "x": 2.55, "y": 0.9913342032596 }, { "x": 2.6, "y": 0.99188871479187 }, { "x": 2.65, "y": 0.9924021191452 }, { "x": 2.7, "y": 0.99287788781724 }, { "x": 2.75, "y": 0.99331916309218 }, { "x": 2.8, "y": 0.99372879267123 }, { "x": 2.85, "y": 0.99410936030508 }, { "x": 2.9, "y": 0.99446321293026 }, { "x": 2.95, "y": 0.99479248474326 }, { "x": 3, "y": 0.99509911858839 }, { "x": 3.05, "y": 0.99538488498525 }, { "x": 3.1, "y": 0.99565139907938 }, { "x": 3.15, "y": 0.99590013576257 }, { "x": 3.2, "y": 0.99613244317792 }, { "x": 3.25, "y": 0.99634955479741 }, { "x": 3.3, "y": 0.99655260023617 }, { "x": 3.35, "y": 0.9967426149472 }, { "x": 3.4, "y": 0.99692054892272 }, { "x": 3.45, "y": 0.99708727451292 }, { "x": 3.5, "y": 0.99724359345946 }, { "x": 3.55, "y": 0.99739024322969 }, { "x": 3.6, "y": 0.99752790272715 }, { "x": 3.65, "y": 0.99765719744517 }, { "x": 3.7, "y": 0.99777870412279 }, { "x": 3.75, "y": 0.99789295495524 }, { "x": 3.8, "y": 0.99800044140534 }, { "x": 3.85, "y": 0.99810161765705 }, { "x": 3.9, "y": 0.99819690374767 }, { "x": 3.94999999999999, "y": 0.99828668841132 }, { "x": 3.99999999999999, "y": 0.99837133166254 } ] }, { "id": 923, "curve_id": "E13.12", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Filled for <50%", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -0.579818495252941, "sigma": 0.79999999999999971, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00126432324651 }, { "x": 0.1, "y": 0.01564134105718 }, { "x": 0.15, "y": 0.04981738280961 }, { "x": 0.2, "y": 0.09904291423372 }, { "x": 0.25, "y": 0.15670446912479 }, { "x": 0.3, "y": 0.21763867443583 }, { "x": 0.35, "y": 0.27843245227983 }, { "x": 0.4, "y": 0.33702714057344 }, { "x": 0.45, "y": 0.39228767184492 }, { "x": 0.5, "y": 0.44367394746632 }, { "x": 0.55, "y": 0.49101533005416 }, { "x": 0.6, "y": 0.53436261611103 }, { "x": 0.65, "y": 0.57389307962011 }, { "x": 0.7, "y": 0.60985051219595 }, { "x": 0.75, "y": 0.64250794184642 }, { "x": 0.8, "y": 0.67214491638321 }, { "x": 0.85, "y": 0.69903408433884 }, { "x": 0.9, "y": 0.723433674686 }, { "x": 0.95, "y": 0.74558368711861 }, { "x": 1, "y": 0.76570438534441 }, { "x": 1.05, "y": 0.78399618914739 }, { "x": 1.1, "y": 0.80064038591735 }, { "x": 1.15, "y": 0.81580029252209 }, { "x": 1.2, "y": 0.82962263454947 }, { "x": 1.25, "y": 0.84223899818398 }, { "x": 1.3, "y": 0.85376726709615 }, { "x": 1.35, "y": 0.86431299355703 }, { "x": 1.4, "y": 0.87397067657923 }, { "x": 1.45, "y": 0.88282493481495 }, { "x": 1.5, "y": 0.89095157121014 }, { "x": 1.55, "y": 0.89841853199318 }, { "x": 1.6, "y": 0.90528676576194 }, { "x": 1.65, "y": 0.91161099008117 }, { "x": 1.7, "y": 0.91744037367601 }, { "x": 1.75, "y": 0.92281914237772 }, { "x": 1.8, "y": 0.92778711668902 }, { "x": 1.85, "y": 0.93238018834561 }, { "x": 1.9, "y": 0.93663074266088 }, { "x": 1.95, "y": 0.94056803281561 }, { "x": 2, "y": 0.94421851163496 }, { "x": 2.05, "y": 0.94760612580312 }, { "x": 2.1, "y": 0.9507525769152 }, { "x": 2.15, "y": 0.95367755326255 }, { "x": 2.2, "y": 0.95639893579193 }, { "x": 2.25, "y": 0.95893298127185 }, { "x": 2.3, "y": 0.96129448533568 }, { "x": 2.35, "y": 0.96349692775056 }, { "x": 2.4, "y": 0.9655526019767 }, { "x": 2.45, "y": 0.96747273083259 }, { "x": 2.5, "y": 0.96926756986183 }, { "x": 2.55, "y": 0.97094649980491 }, { "x": 2.6, "y": 0.97251810941068 }, { "x": 2.65, "y": 0.97399026967411 }, { "x": 2.7, "y": 0.97537020045737 }, { "x": 2.75, "y": 0.97666453033819 }, { "x": 2.8, "y": 0.9778793504293 }, { "x": 2.85, "y": 0.97902026282629 }, { "x": 2.9, "y": 0.98009242426416 }, { "x": 2.95, "y": 0.98110058549625 }, { "x": 3, "y": 0.98204912684987 }, { "x": 3.05, "y": 0.98294209036159 }, { "x": 3.1, "y": 0.98378320884938 }, { "x": 3.15, "y": 0.98457593223868 }, { "x": 3.2, "y": 0.98532345142445 }, { "x": 3.25, "y": 0.98602871991994 }, { "x": 3.3, "y": 0.9866944735153 }, { "x": 3.35, "y": 0.98732324814541 }, { "x": 3.4, "y": 0.98791739614415 }, { "x": 3.45, "y": 0.98847910104405 }, { "x": 3.5, "y": 0.98901039106291 }, { "x": 3.55, "y": 0.98951315140439 }, { "x": 3.6, "y": 0.98998913548611 }, { "x": 3.65, "y": 0.99043997519731 }, { "x": 3.7, "y": 0.99086719027741 }, { "x": 3.75, "y": 0.99127219689754 }, { "x": 3.8, "y": 0.99165631551907 }, { "x": 3.85, "y": 0.99202077809544 }, { "x": 3.9, "y": 0.99236673467712 }, { "x": 3.94999999999999, "y": 0.99269525947383 }, { "x": 3.99999999999999, "y": 0.99300735642242 } ] }, { "id": 924, "curve_id": "E13.13", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Filled for >=50%", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.71479842809247, "sigma": 0.800000000001722, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.715, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.05466993391909 }, { "x": 0.1, "y": 0.2312509583824 }, { "x": 0.15, "y": 0.40986123492412 }, { "x": 0.2, "y": 0.55238946216755 }, { "x": 0.25, "y": 0.6593280995165 }, { "x": 0.3, "y": 0.73843629450517 }, { "x": 0.35, "y": 0.79707542796854 }, { "x": 0.4, "y": 0.84089295779886 }, { "x": 0.45, "y": 0.87397067657923 }, { "x": 0.5, "y": 0.89921018387898 }, { "x": 0.55, "y": 0.91867313020096 }, { "x": 0.6, "y": 0.93383359157433 }, { "x": 0.65, "y": 0.94575523122173 }, { "x": 0.7, "y": 0.95521349128576 }, { "x": 0.75, "y": 0.96277967185514 }, { "x": 0.8, "y": 0.96887905091648 }, { "x": 0.85, "y": 0.97383137759028 }, { "x": 0.9, "y": 0.9778793504293 }, { "x": 0.95, "y": 0.98120884643244 }, { "x": 1, "y": 0.98396343565386 }, { "x": 1.05, "y": 0.98625489914854 }, { "x": 1.1, "y": 0.98817092407965 }, { "x": 1.15, "y": 0.98978078555716 }, { "x": 1.2, "y": 0.99113957889989 }, { "x": 1.25, "y": 0.99229139857129 }, { "x": 1.3, "y": 0.99327174495573 }, { "x": 1.35, "y": 0.99410936030508 }, { "x": 1.4, "y": 0.99482763928913 }, { "x": 1.45, "y": 0.99544572009482 }, { "x": 1.5, "y": 0.99597933387912 }, { "x": 1.55, "y": 0.99644147015675 }, { "x": 1.6, "y": 0.99684290105333 }, { "x": 1.65, "y": 0.99719259665766 }, { "x": 1.7, "y": 0.99749805583851 }, { "x": 1.75, "y": 0.99776557106292 }, { "x": 1.8, "y": 0.99800044140534 }, { "x": 1.85, "y": 0.9982071446731 }, { "x": 1.9, "y": 0.99838947710831 }, { "x": 1.95, "y": 0.99855066725186 }, { "x": 2, "y": 0.99869346912345 }, { "x": 2.05, "y": 0.99882023877031 }, { "x": 2.1, "y": 0.99893299738682 }, { "x": 2.15, "y": 0.99903348354684 }, { "x": 2.2, "y": 0.99912319657491 }, { "x": 2.25, "y": 0.99920343267852 }, { "x": 2.3, "y": 0.99927531514533 }, { "x": 2.35, "y": 0.99933981965739 }, { "x": 2.4, "y": 0.99939779557474 }, { "x": 2.45, "y": 0.99944998388093 }, { "x": 2.5, "y": 0.9994970323557 }, { "x": 2.55, "y": 0.99953950843719 }, { "x": 2.6, "y": 0.99957791015367 }, { "x": 2.65, "y": 0.99961267543732 }, { "x": 2.7, "y": 0.99964419007885 }, { "x": 2.75, "y": 0.99967279453689 }, { "x": 2.8, "y": 0.99969878978022 }, { "x": 2.85, "y": 0.99972244231118 }, { "x": 2.9, "y": 0.99974398849412 }, { "x": 2.95, "y": 0.99976363829269 }, { "x": 3, "y": 0.99978157850316 }, { "x": 3.05, "y": 0.99979797555711 }, { "x": 3.1, "y": 0.99981297795546 }, { "x": 3.15, "y": 0.99982671838615 }, { "x": 3.2, "y": 0.99983931556987 }, { "x": 3.25, "y": 0.99985087587158 }, { "x": 3.3, "y": 0.99986149470984 }, { "x": 3.35, "y": 0.99987125779138 }, { "x": 3.4, "y": 0.99988024219433 }, { "x": 3.45, "y": 0.99988851732007 }, { "x": 3.5, "y": 0.99989614573095 }, { "x": 3.55, "y": 0.99990318388866 }, { "x": 3.6, "y": 0.99990968280592 }, { "x": 3.65, "y": 0.99991568862253 }, { "x": 3.7, "y": 0.9999212431152 }, { "x": 3.75, "y": 0.99992638414949 }, { "x": 3.8, "y": 0.99993114608075 }, { "x": 3.85, "y": 0.9999355601105 }, { "x": 3.9, "y": 0.99993965460346 }, { "x": 3.94999999999999, "y": 0.99994345536996 }, { "x": 3.99999999999999, "y": 0.99994698591773 } ] }, { "id": 925, "curve_id": "E13.14", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Filled for >=60%", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.51412773262977, "sigma": 0.80000000000000548, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.514, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.03201250391648 }, { "x": 0.1, "y": 0.16217166537743 }, { "x": 0.15, "y": 0.316061690703 }, { "x": 0.2, "y": 0.45258312176878 }, { "x": 0.25, "y": 0.56347742441205 }, { "x": 0.3, "y": 0.6508786260729 }, { "x": 0.35, "y": 0.71917148299542 }, { "x": 0.4, "y": 0.77255762248837 }, { "x": 0.45, "y": 0.81447948225081 }, { "x": 0.5, "y": 0.84760739265036 }, { "x": 0.55, "y": 0.87397067657923 }, { "x": 0.6, "y": 0.89510219158245 }, { "x": 0.65, "y": 0.91216068371577 }, { "x": 0.7, "y": 0.92602576585336 }, { "x": 0.75, "y": 0.937369103646 }, { "x": 0.8, "y": 0.94670702270261 }, { "x": 0.85, "y": 0.95443922754832 }, { "x": 0.9, "y": 0.9608773304535 }, { "x": 0.95, "y": 0.96626595440259 }, { "x": 1, "y": 0.97079842823338 }, { "x": 1.05, "y": 0.97462853284395 }, { "x": 1.1, "y": 0.9778793504293 }, { "x": 1.15, "y": 0.9806499763585 }, { "x": 1.2, "y": 0.9830206442416 }, { "x": 1.25, "y": 0.98505666523105 }, { "x": 1.3, "y": 0.98681147539494 }, { "x": 1.35, "y": 0.98832900778927 }, { "x": 1.4, "y": 0.98964554995484 }, { "x": 1.45, "y": 0.99079120685431 }, { "x": 1.5, "y": 0.99179105943652 }, { "x": 1.55, "y": 0.99266608702338 }, { "x": 1.6, "y": 0.99343390539937 }, { "x": 1.65, "y": 0.99410936030508 }, { "x": 1.7, "y": 0.99470500689026 }, { "x": 1.75, "y": 0.99523149877279 }, { "x": 1.8, "y": 0.99569790510105 }, { "x": 1.85, "y": 0.9961119700064 }, { "x": 1.9, "y": 0.99648032575224 }, { "x": 1.95, "y": 0.99680866850779 }, { "x": 2, "y": 0.99710190382847 }, { "x": 2.05, "y": 0.99736426748594 }, { "x": 2.1, "y": 0.99759942616298 }, { "x": 2.15, "y": 0.99781056164082 }, { "x": 2.2, "y": 0.99800044140534 }, { "x": 2.25, "y": 0.99817147804137 }, { "x": 2.3, "y": 0.9983257793408 }, { "x": 2.35, "y": 0.99846519069488 }, { "x": 2.4, "y": 0.99859133105596 }, { "x": 2.45, "y": 0.99870562352395 }, { "x": 2.5, "y": 0.99880932142677 }, { "x": 2.55, "y": 0.99890353061294 }, { "x": 2.6, "y": 0.99898922855169 }, { "x": 2.65, "y": 0.99906728073515 }, { "x": 2.7, "y": 0.99913845479504 }, { "x": 2.75, "y": 0.99920343267852 }, { "x": 2.8, "y": 0.99926282117187 }, { "x": 2.85, "y": 0.99931716101462 }, { "x": 2.9, "y": 0.99936693480848 }, { "x": 2.95, "y": 0.9994125738935 }, { "x": 3, "y": 0.99945446433743 }, { "x": 3.05, "y": 0.99949295216196 }, { "x": 3.1, "y": 0.99952834791121 }, { "x": 3.15, "y": 0.99956093065192 }, { "x": 3.2, "y": 0.99959095148191 }, { "x": 3.25, "y": 0.99961863661219 }, { "x": 3.3, "y": 0.99964419007885 }, { "x": 3.35, "y": 0.99966779613272 }, { "x": 3.4, "y": 0.9996896213484 }, { "x": 3.45, "y": 0.99970981648818 }, { "x": 3.5, "y": 0.99972851815178 }, { "x": 3.55, "y": 0.99974585023842 }, { "x": 3.6, "y": 0.99976192524448 }, { "x": 3.65, "y": 0.99977684541659 }, { "x": 3.7, "y": 0.99979070377769 }, { "x": 3.75, "y": 0.99980358504116 }, { "x": 3.8, "y": 0.99981556642622 }, { "x": 3.85, "y": 0.99982671838615 }, { "x": 3.9, "y": 0.99983710525944 }, { "x": 3.94999999999999, "y": 0.99984678585264 }, { "x": 3.99999999999999, "y": 0.99985581396267 } ] }, { "id": 926, "curve_id": "E13.15", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Filled for >=90%", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.04023601184178, "sigma": 0.0700074273787828, "method": "Curve fitting", "mu_sigma_quality": 0.99999999999997546, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.040, σ=0.070, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 8.910348752E-05 }, { "x": 0.15, "y": 0.97953793010978 }, { "x": 0.2, "y": 0.99999999962234 }, { "x": 0.25, "y": 1 }, { "x": 0.3, "y": 1 }, { "x": 0.35, "y": 1 }, { "x": 0.4, "y": 1 }, { "x": 0.45, "y": 1 }, { "x": 0.5, "y": 1 }, { "x": 0.55, "y": 1 }, { "x": 0.6, "y": 1 }, { "x": 0.65, "y": 1 }, { "x": 0.7, "y": 1 }, { "x": 0.75, "y": 1 }, { "x": 0.8, "y": 1 }, { "x": 0.85, "y": 1 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 927, "curve_id": "E13.16", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Anchored components", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -0.342490308946776, "sigma": 0.80000000000000249, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.342, σ=0.800, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00045567738603 }, { "x": 0.1, "y": 0.00714046074545 }, { "x": 0.15, "y": 0.02599073993862 }, { "x": 0.2, "y": 0.05663276640281 }, { "x": 0.25, "y": 0.09598813221972 }, { "x": 0.3, "y": 0.14077294494364 }, { "x": 0.35, "y": 0.18830363672962 }, { "x": 0.4, "y": 0.23660976328507 }, { "x": 0.45, "y": 0.28433147853406 }, { "x": 0.5, "y": 0.33057677004878 }, { "x": 0.55, "y": 0.37479373537374 }, { "x": 0.6, "y": 0.41667027636496 }, { "x": 0.65, "y": 0.45605965380706 }, { "x": 0.7, "y": 0.49292680732695 }, { "x": 0.75, "y": 0.52731028769232 }, { "x": 0.8, "y": 0.55929555941351 }, { "x": 0.85, "y": 0.58899644711488 }, { "x": 0.9, "y": 0.61654236114408 }, { "x": 0.95, "y": 0.6420696019677 }, { "x": 1, "y": 0.66571553229619 }, { "x": 1.05, "y": 0.68761475860292 }, { "x": 1.1, "y": 0.70789671505867 }, { "x": 1.15, "y": 0.72668422105779 }, { "x": 1.2, "y": 0.74409270951781 }, { "x": 1.25, "y": 0.76022991223607 }, { "x": 1.3, "y": 0.77519585164028 }, { "x": 1.35, "y": 0.7890830329435 }, { "x": 1.4, "y": 0.8019767624038 }, { "x": 1.45, "y": 0.81395553989136 }, { "x": 1.5, "y": 0.82509148995082 }, { "x": 1.55, "y": 0.83545080689998 }, { "x": 1.6, "y": 0.84509419755913 }, { "x": 1.65, "y": 0.85407731090326 }, { "x": 1.7, "y": 0.86245114794407 }, { "x": 1.75, "y": 0.87026244795967 }, { "x": 1.8, "y": 0.87755404913858 }, { "x": 1.85, "y": 0.88436522303885 }, { "x": 1.9, "y": 0.89073198315657 }, { "x": 1.95, "y": 0.89668736848025 }, { "x": 2, "y": 0.9022617032678 }, { "x": 2.05, "y": 0.90748283448792 }, { "x": 2.1, "y": 0.91237634846545 }, { "x": 2.15, "y": 0.91696576829297 }, { "x": 2.2, "y": 0.92127273354536 }, { "x": 2.25, "y": 0.92531716377542 }, { "x": 2.3, "y": 0.92911740719125 }, { "x": 2.35, "y": 0.93269037582695 }, { "x": 2.4, "y": 0.93605166842481 }, { "x": 2.45, "y": 0.93921568215278 }, { "x": 2.5, "y": 0.94219571418861 }, { "x": 2.55, "y": 0.94500405411371 }, { "x": 2.6, "y": 0.94765206797616 }, { "x": 2.65, "y": 0.95015027480438 }, { "x": 2.7, "y": 0.95250841628056 }, { "x": 2.75, "y": 0.9547355202165 }, { "x": 2.8, "y": 0.9568399584136 }, { "x": 2.85, "y": 0.95882949943308 }, { "x": 2.9, "y": 0.96071135675209 }, { "x": 2.95, "y": 0.96249223273535 }, { "x": 3, "y": 0.96417835881068 }, { "x": 3.05, "y": 0.96577553219895 }, { "x": 3.1, "y": 0.96728914951536 }, { "x": 3.15, "y": 0.96872423752828 }, { "x": 3.2, "y": 0.97008548133414 }, { "x": 3.25, "y": 0.97137725018238 }, { "x": 3.3, "y": 0.97260362116168 }, { "x": 3.35, "y": 0.97376840093877 }, { "x": 3.4, "y": 0.97487514572295 }, { "x": 3.45, "y": 0.97592717961277 }, { "x": 3.5, "y": 0.97692761146717 }, { "x": 3.55, "y": 0.9778793504293 }, { "x": 3.6, "y": 0.97878512021998 }, { "x": 3.65, "y": 0.97964747230653 }, { "x": 3.7, "y": 0.98046879804295 }, { "x": 3.75, "y": 0.98125133986895 }, { "x": 3.8, "y": 0.98199720164692 }, { "x": 3.85, "y": 0.98270835820915 }, { "x": 3.9, "y": 0.98338666418091 }, { "x": 3.94999999999999, "y": 0.98403386213909 }, { "x": 3.99999999999999, "y": 0.98465159016098 } ] }, { "id": 928, "curve_id": "E13.17", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Unanchored components", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.89711998488661, "sigma": 0.12000000037868644, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.897, σ=0.120, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0.00036391427379 }, { "x": 0.15, "y": 0.5 }, { "x": 0.2, "y": 0.99174294312773 }, { "x": 0.25, "y": 0.99998963503172 }, { "x": 0.3, "y": 0.99999999618027 }, { "x": 0.35, "y": 0.99999999999917 }, { "x": 0.4, "y": 1 }, { "x": 0.45, "y": 1 }, { "x": 0.5, "y": 1 }, { "x": 0.55, "y": 1 }, { "x": 0.6, "y": 1 }, { "x": 0.65, "y": 1 }, { "x": 0.7, "y": 1 }, { "x": 0.75, "y": 1 }, { "x": 0.8, "y": 1 }, { "x": 0.85, "y": 1 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 929, "curve_id": "E13.18", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "On-grade cylindrical steel storage tanks", "source_type": "Peer-reviewed", "source_abbrev": "O'Rourke and Sos (2000)", "source_detail": "O’Rourke, M. J. and So, P.: Seismic fragility curves for on-grade steel tanks, Earthquake Spectra, 16, 801–815, https://doi.org/10.1193/1.1586140, 2000.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -0.356674943938733, "sigma": 0.48000000000000814, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.357, σ=0.480, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.920222E-08 }, { "x": 0.1, "y": 2.517681792E-05 }, { "x": 0.15, "y": 0.00066538430877 }, { "x": 0.2, "y": 0.0045281322022 }, { "x": 0.25, "y": 0.01597480639699 }, { "x": 0.3, "y": 0.03876475373444 }, { "x": 0.35, "y": 0.07436152373093 }, { "x": 0.4, "y": 0.12183426826847 }, { "x": 0.45, "y": 0.17865970999627 }, { "x": 0.5, "y": 0.24165655440047 }, { "x": 0.55, "y": 0.30768572206209 }, { "x": 0.6, "y": 0.37404940254724 }, { "x": 0.65, "y": 0.43865048482835 }, { "x": 0.7, "y": 0.5 }, { "x": 0.75, "y": 0.55714519272597 }, { "x": 0.8, "y": 0.60956689859337 }, { "x": 0.85, "y": 0.6570744087432 }, { "x": 0.9, "y": 0.69971177424236 }, { "x": 0.95, "y": 0.7376807986395 }, { "x": 1, "y": 0.77128119681223 }, { "x": 1.05, "y": 0.8008661187852 }, { "x": 1.1, "y": 0.82681040068649 }, { "x": 1.15, "y": 0.84948883165298 }, { "x": 1.2, "y": 0.86926200758517 }, { "x": 1.25, "y": 0.88646775215045 }, { "x": 1.3, "y": 0.90141650467216 }, { "x": 1.35, "y": 0.91438944979433 }, { "x": 1.4, "y": 0.92563847626907 }, { "x": 1.45, "y": 0.9353873007604 }, { "x": 1.5, "y": 0.94383328402409 }, { "x": 1.55, "y": 0.95114961075422 }, { "x": 1.6, "y": 0.95748761042921 }, { "x": 1.65, "y": 0.96297907323224 }, { "x": 1.7, "y": 0.96773846971185 }, { "x": 1.75, "y": 0.97186502099015 }, { "x": 1.8, "y": 0.97544459243926 }, { "x": 1.85, "y": 0.97855140118482 }, { "x": 1.9, "y": 0.98124953906214 }, { "x": 1.95, "y": 0.98359431958986 }, { "x": 2, "y": 0.98563346147826 }, { "x": 2.05, "y": 0.98740812311994 }, { "x": 2.1, "y": 0.98895380310682 }, { "x": 2.15, "y": 0.99030112156208 }, { "x": 2.2, "y": 0.99147649630469 }, { "x": 2.25, "y": 0.99250272680677 }, { "x": 2.3, "y": 0.99339949771442 }, { "x": 2.35, "y": 0.99418381248155 }, { "x": 2.4, "y": 0.9948703664761 }, { "x": 2.45, "y": 0.9954718677978 }, { "x": 2.5, "y": 0.99599931301573 }, { "x": 2.55, "y": 0.99646222410127 }, { "x": 2.6, "y": 0.99686885199878 }, { "x": 2.65, "y": 0.9972263515392 }, { "x": 2.7, "y": 0.99754093175453 }, { "x": 2.75, "y": 0.99781798508552 }, { "x": 2.8, "y": 0.99806219848444 }, { "x": 2.85, "y": 0.99827764898904 }, { "x": 2.9, "y": 0.99846788597731 }, { "x": 2.95, "y": 0.99863600199668 }, { "x": 3, "y": 0.9987846937897 }, { "x": 3.05, "y": 0.99891631490538 }, { "x": 3.1, "y": 0.99903292108578 }, { "x": 3.15, "y": 0.99913630944653 }, { "x": 3.2, "y": 0.99922805232339 }, { "x": 3.25, "y": 0.9993095265323 }, { "x": 3.3, "y": 0.99938193868295 }, { "x": 3.35, "y": 0.99944634709479 }, { "x": 3.4, "y": 0.99950368078585 }, { "x": 3.45, "y": 0.99955475593819 }, { "x": 3.5, "y": 0.99960029018641 }, { "x": 3.55, "y": 0.99964091502682 }, { "x": 3.6, "y": 0.99967718660291 }, { "x": 3.65, "y": 0.99970959508721 }, { "x": 3.7, "y": 0.99973857284843 }, { "x": 3.75, "y": 0.9997645015671 }, { "x": 3.8, "y": 0.99978771843973 }, { "x": 3.85, "y": 0.99980852159288 }, { "x": 3.9, "y": 0.99982717481116 }, { "x": 3.94999999999999, "y": 0.99984391166962006 }, { "x": 3.99999999999999, "y": 0.99985893914826 } ] }, { "id": 930, "curve_id": "E13.19", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "On-grade cylindrical steel, H/D < 0.70", "source_type": "Peer-reviewed", "source_abbrev": "O'Rourke and Sos (2000)", "source_detail": "O’Rourke, M. J. and So, P.: Seismic fragility curves for on-grade steel tanks, Earthquake Spectra, 16, 801–815, https://doi.org/10.1193/1.1586140, 2000.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -0.400477566597126, "sigma": 0.50000000000000877, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.400, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.0485976E-07 }, { "x": 0.1, "y": 7.112727857E-05 }, { "x": 0.15, "y": 0.0013799601849 }, { "x": 0.2, "y": 0.00780473927529 }, { "x": 0.25, "y": 0.02432572494628 }, { "x": 0.3, "y": 0.05402822874002 }, { "x": 0.35, "y": 0.09702532042293 }, { "x": 0.4, "y": 0.15112360032758 }, { "x": 0.45, "y": 0.21299850571849 }, { "x": 0.5, "y": 0.27915982149643 }, { "x": 0.55, "y": 0.34652518812468 }, { "x": 0.6, "y": 0.41266452858942 }, { "x": 0.65, "y": 0.47583462631468 }, { "x": 0.7, "y": 0.53490478347424 }, { "x": 0.75, "y": 0.58924022475352 }, { "x": 0.8, "y": 0.63858084809114 }, { "x": 0.85, "y": 0.68293334246601 }, { "x": 0.9, "y": 0.72248314386638 }, { "x": 0.95, "y": 0.75752662858166 }, { "x": 1, "y": 0.78842118970776 }, { "x": 1.05, "y": 0.81554992577229 }, { "x": 1.1, "y": 0.83929767544805 }, { "x": 1.15, "y": 0.86003553734481 }, { "x": 1.2, "y": 0.87811154149017 }, { "x": 1.25, "y": 0.89384565468611 }, { "x": 1.3, "y": 0.9075277493469 }, { "x": 1.35, "y": 0.91941752911838 }, { "x": 1.4, "y": 0.92974568812785 }, { "x": 1.45, "y": 0.93871579536661 }, { "x": 1.5, "y": 0.9465065545834 }, { "x": 1.55, "y": 0.95327420548676 }, { "x": 1.6, "y": 0.95915491451066 }, { "x": 1.65, "y": 0.96426706134921 }, { "x": 1.7, "y": 0.96871336749187 }, { "x": 1.75, "y": 0.9725828400853 }, { "x": 1.8, "y": 0.97595252233373 }, { "x": 1.85, "y": 0.97888905306088 }, { "x": 1.9, "y": 0.98145004497807 }, { "x": 1.95, "y": 0.98368529506066 }, { "x": 2, "y": 0.98563784224228 }, { "x": 2.05, "y": 0.98734488810561 }, { "x": 2.1, "y": 0.98883859587743 }, { "x": 2.15, "y": 0.99014678216428 }, { "x": 2.2, "y": 0.9912935147244 }, { "x": 2.25, "y": 0.99229962831425 }, { "x": 2.3, "y": 0.99318316937313 }, { "x": 2.35, "y": 0.99395977907721 }, { "x": 2.4, "y": 0.99464302314113 }, { "x": 2.45, "y": 0.99524467568931 }, { "x": 2.5, "y": 0.99577496356648 }, { "x": 2.55, "y": 0.99624277660925 }, { "x": 2.6, "y": 0.99665584865106 }, { "x": 2.65, "y": 0.99702091337671 }, { "x": 2.7, "y": 0.99734383857008 }, { "x": 2.75, "y": 0.99762974180159 }, { "x": 2.8, "y": 0.9978830901724 }, { "x": 2.85, "y": 0.99810778636103 }, { "x": 2.9, "y": 0.99830724289923 }, { "x": 2.95, "y": 0.99848444632915 }, { "x": 3, "y": 0.99864201265861 }, { "x": 3.05, "y": 0.99878223532925 }, { "x": 3.1, "y": 0.99890712673914 }, { "x": 3.15, "y": 0.99901845421358 }, { "x": 3.2, "y": 0.99911777119062 }, { "x": 3.25, "y": 0.99920644427949 }, { "x": 3.3, "y": 0.99928567675693 }, { "x": 3.35, "y": 0.99935652898709 }, { "x": 3.4, "y": 0.99941993618228 }, { "x": 3.45, "y": 0.99947672386375 }, { "x": 3.5, "y": 0.99952762133132 }, { "x": 3.55, "y": 0.99957327340821 }, { "x": 3.6, "y": 0.99961425069034 }, { "x": 3.65, "y": 0.99965105849806 }, { "x": 3.7, "y": 0.99968414470094 }, { "x": 3.75, "y": 0.99971390656331 }, { "x": 3.8, "y": 0.9997406967379 }, { "x": 3.85, "y": 0.99976482851793 }, { "x": 3.9, "y": 0.99978658044323 }, { "x": 3.94999999999999, "y": 0.999806200343 }, { "x": 3.99999999999999, "y": 0.99982390888707 } ] }, { "id": 931, "curve_id": "E13.2", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground concrete tank, unanchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.71479843091023, "sigma": 0.60000001246178747, "method": "Curve fitting", "mu_sigma_quality": 0.99999999999999989, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.715, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01638500869999 }, { "x": 0.1, "y": 0.16363082982803 }, { "x": 0.15, "y": 0.38061374850918 }, { "x": 0.2, "y": 0.56969623644113 }, { "x": 0.25, "y": 0.70798469252178 }, { "x": 0.3, "y": 0.80271975135509 }, { "x": 0.35, "y": 0.86613253237926 }, { "x": 0.4, "y": 0.90838018214208 }, { "x": 0.45, "y": 0.93663829354316 }, { "x": 0.5, "y": 0.95569276289676 }, { "x": 0.55, "y": 0.96867042113204 }, { "x": 0.6, "y": 0.97760500137522 }, { "x": 0.65, "y": 0.98382366126886 }, { "x": 0.7, "y": 0.98819876266204 }, { "x": 0.75, "y": 0.99130902415642 }, { "x": 0.8, "y": 0.99354226163372 }, { "x": 0.85, "y": 0.9951610814967 }, { "x": 0.9, "y": 0.99634516190031 }, { "x": 0.95, "y": 0.9972186971478 }, { "x": 1, "y": 0.99786838044316 }, { "x": 1.05, "y": 0.99835530350845 }, { "x": 1.1, "y": 0.99872290939086 }, { "x": 1.15, "y": 0.99900235994102 }, { "x": 1.2, "y": 0.99921619331312 }, { "x": 1.25, "y": 0.9993808395305 }, { "x": 1.3, "y": 0.99950836623556 }, { "x": 1.35, "y": 0.99960770069827 }, { "x": 1.4, "y": 0.99968549232151 }, { "x": 1.45, "y": 0.9997467262559 }, { "x": 1.5, "y": 0.99979516327729 }, { "x": 1.55, "y": 0.99983365742288 }, { "x": 1.6, "y": 0.99986438696191 }, { "x": 1.65, "y": 0.9998890234729 }, { "x": 1.7, "y": 0.99990885640795 }, { "x": 1.75, "y": 0.99992488542822 }, { "x": 1.8, "y": 0.99993788925315 }, { "x": 1.85, "y": 0.99994847728851 }, { "x": 1.9, "y": 0.99995712855125 }, { "x": 1.95, "y": 0.99996422117042 }, { "x": 2, "y": 0.99997005485808 }, { "x": 2.05, "y": 0.99997486810821 }, { "x": 2.1, "y": 0.99997885142184 }, { "x": 2.15, "y": 0.99998215752221 }, { "x": 2.2, "y": 0.99998490927905 }, { "x": 2.25, "y": 0.99998720588139 }, { "x": 2.3, "y": 0.99998912766545 }, { "x": 2.35, "y": 0.99999073990529 }, { "x": 2.4, "y": 0.99999209580017 }, { "x": 2.45, "y": 0.99999323883756 }, { "x": 2.5, "y": 0.99999420466867 }, { "x": 2.55, "y": 0.99999502260232 }, { "x": 2.6, "y": 0.99999571679854 }, { "x": 2.65, "y": 0.99999630722552 }, { "x": 2.7, "y": 0.99999681042897 }, { "x": 2.75, "y": 0.99999724015271 }, { "x": 2.8, "y": 0.99999760784061 }, { "x": 2.85, "y": 0.99999792304376 }, { "x": 2.9, "y": 0.99999819375164 }, { "x": 2.95, "y": 0.99999842666223 }, { "x": 3, "y": 0.99999862740285 }, { "x": 3.05, "y": 0.9999988007112 }, { "x": 3.1, "y": 0.99999895058412 }, { "x": 3.15, "y": 0.99999908040016 }, { "x": 3.2, "y": 0.99999919302073 }, { "x": 3.25, "y": 0.99999929087385 }, { "x": 3.3, "y": 0.99999937602356 }, { "x": 3.35, "y": 0.99999945022764 }, { "x": 3.4, "y": 0.99999951498567 }, { "x": 3.45, "y": 0.99999957157916 }, { "x": 3.5, "y": 0.99999962110507 }, { "x": 3.55, "y": 0.99999966450391 }, { "x": 3.6, "y": 0.99999970258337 }, { "x": 3.65, "y": 0.99999973603814 }, { "x": 3.7, "y": 0.9999997654666 }, { "x": 3.75, "y": 0.999999791385 }, { "x": 3.8, "y": 0.99999981423933 }, { "x": 3.85, "y": 0.99999983441543 }, { "x": 3.9, "y": 0.99999985224762 }, { "x": 3.94999999999999, "y": 0.99999986802592 }, { "x": 3.99999999999999, "y": 0.99999988200227 } ] }, { "id": 932, "curve_id": "E13.20", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "On-grade cylindrical steel, H/D > 0.70", "source_type": "Peer-reviewed", "source_abbrev": "O'Rourke and Sos (2000)", "source_detail": "O’Rourke, M. J. and So, P.: Seismic fragility curves for on-grade steel tanks, Earthquake Spectra, 16, 801–815, https://doi.org/10.1193/1.1586140, 2000.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -0.798507696217771, "sigma": 0.47000000000000075, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.799, σ=0.470, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.47015553E-06 }, { "x": 0.1, "y": 0.00068674544402 }, { "x": 0.15, "y": 0.00970730280472 }, { "x": 0.2, "y": 0.04222919694571 }, { "x": 0.25, "y": 0.10553841382737 }, { "x": 0.3, "y": 0.194153493196 }, { "x": 0.35, "y": 0.29642466691597 }, { "x": 0.4, "y": 0.40106083895573 }, { "x": 0.45, "y": 0.5 }, { "x": 0.5, "y": 0.58868799661587 }, { "x": 0.55, "y": 0.66529537782056 }, { "x": 0.6, "y": 0.72976073316368 }, { "x": 0.65, "y": 0.78300822064133 }, { "x": 0.7, "y": 0.82640909145772 }, { "x": 0.75, "y": 0.86145132632142 }, { "x": 0.8, "y": 0.88955765130445 }, { "x": 0.85, "y": 0.9119989514614 }, { "x": 0.9, "y": 0.92986431615428 }, { "x": 0.95, "y": 0.94406206839393 }, { "x": 1, "y": 0.95533593733564 }, { "x": 1.05, "y": 0.96428715305486 }, { "x": 1.1, "y": 0.97139743370478 }, { "x": 1.15, "y": 0.97705036066977 }, { "x": 1.2, "y": 0.98155009026681 }, { "x": 1.25, "y": 0.98513714278046 }, { "x": 1.3, "y": 0.98800140981993 }, { "x": 1.35, "y": 0.99029269719528 }, { "x": 1.4, "y": 0.99212917443258 }, { "x": 1.45, "y": 0.99360409344613 }, { "x": 1.5, "y": 0.99479110177569 }, { "x": 1.55, "y": 0.99574842879137 }, { "x": 1.6, "y": 0.99652217598585 }, { "x": 1.65, "y": 0.99714889941921 }, { "x": 1.7, "y": 0.99765763525706 }, { "x": 1.75, "y": 0.99807148838638 }, { "x": 1.8, "y": 0.99840887884272 }, { "x": 1.85, "y": 0.99868452049356 }, { "x": 1.9, "y": 0.99891019029122 }, { "x": 1.95, "y": 0.99909533367802 }, { "x": 2, "y": 0.99924754173152 }, { "x": 2.05, "y": 0.99937292781962 }, { "x": 2.1, "y": 0.99947642543395 }, { "x": 2.15, "y": 0.9995620241161 }, { "x": 2.2, "y": 0.99963295668973 }, { "x": 2.25, "y": 0.99969184813057 }, { "x": 2.3, "y": 0.99974083416261 }, { "x": 2.35, "y": 0.99978165592167 }, { "x": 2.4, "y": 0.99981573566438 }, { "x": 2.45, "y": 0.99984423743766 }, { "x": 2.5, "y": 0.9998681157921 }, { "x": 2.55, "y": 0.99988815497257 }, { "x": 2.6, "y": 0.99990500050948 }, { "x": 2.65, "y": 0.99991918473374 }, { "x": 2.7, "y": 0.99993114742418 }, { "x": 2.75, "y": 0.99994125254779 }, { "x": 2.8, "y": 0.99994980185803 }, { "x": 2.85, "y": 0.99995704596157 }, { "x": 2.9, "y": 0.99996319334133 }, { "x": 2.95, "y": 0.9999684177269 }, { "x": 3, "y": 0.9999728641256 }, { "x": 3.05, "y": 0.9999766537666 }, { "x": 3.1, "y": 0.9999798881609 }, { "x": 3.15, "y": 0.99998265244124 }, { "x": 3.2, "y": 0.99998501811411 }, { "x": 3.25, "y": 0.9999870453313 }, { "x": 3.3, "y": 0.99998878476796 }, { "x": 3.35, "y": 0.99999027917772 }, { "x": 3.4, "y": 0.99999156468267 }, { "x": 3.45, "y": 0.9999926718449 }, { "x": 3.5, "y": 0.99999362655808 }, { "x": 3.55, "y": 0.99999445079042 }, { "x": 3.6, "y": 0.99999516320467 }, { "x": 3.65, "y": 0.99999577967632 }, { "x": 3.7, "y": 0.99999631372735 }, { "x": 3.75, "y": 0.99999677688977 }, { "x": 3.8, "y": 0.99999717901073 }, { "x": 3.85, "y": 0.9999975285091 }, { "x": 3.9, "y": 0.99999783259125 }, { "x": 3.94999999999999, "y": 0.99999809743308 }, { "x": 3.99999999999999, "y": 0.99999832833357 } ] }, { "id": 933, "curve_id": "E13.22", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "On-grade cylindrical steel, % full > 50%", "source_type": "Peer-reviewed", "source_abbrev": "O'Rourke and Sos (2000)", "source_detail": "O’Rourke, M. J. and So, P.: Seismic fragility curves for on-grade steel tanks, Earthquake Spectra, 16, 801–815, https://doi.org/10.1193/1.1586140, 2000.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -0.71334988788446, "sigma": 0.55000000002731386, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.713, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.663930126E-05 }, { "x": 0.1, "y": 0.00192916118176 }, { "x": 0.15, "y": 0.01568650220722 }, { "x": 0.2, "y": 0.05162995216142 }, { "x": 0.25, "y": 0.11056376992716 }, { "x": 0.3, "y": 0.18618529986954 }, { "x": 0.35, "y": 0.2703457304739 }, { "x": 0.4, "y": 0.35607006661344 }, { "x": 0.45, "y": 0.43847673220973 }, { "x": 0.5, "y": 0.51465073101907 }, { "x": 0.55, "y": 0.58317530726835 }, { "x": 0.6, "y": 0.64364761315498 }, { "x": 0.65, "y": 0.69628944783536 }, { "x": 0.7, "y": 0.74166916163361 }, { "x": 0.75, "y": 0.78051730153602 }, { "x": 0.8, "y": 0.81361165154403 }, { "x": 0.85, "y": 0.84171004736202 }, { "x": 0.9, "y": 0.86551447564533 }, { "x": 0.95, "y": 0.88565481377266 }, { "x": 1, "y": 0.90268437152945 }, { "x": 1.05, "y": 0.91708213888581 }, { "x": 1.1, "y": 0.92925852558804 }, { "x": 1.15, "y": 0.93956262719221 }, { "x": 1.2, "y": 0.94828986060205 }, { "x": 1.25, "y": 0.95568932401345 }, { "x": 1.3, "y": 0.96197055291996 }, { "x": 1.35, "y": 0.9673095346112 }, { "x": 1.4, "y": 0.97185395436432 }, { "x": 1.45, "y": 0.9757277073427 }, { "x": 1.5, "y": 0.97903474045589 }, { "x": 1.55, "y": 0.9818623004468 }, { "x": 1.6, "y": 0.98428366601378 }, { "x": 1.65, "y": 0.98636043765406 }, { "x": 1.7, "y": 0.98814445204972 }, { "x": 1.75, "y": 0.98967937993446 }, { "x": 1.8, "y": 0.99100205846279 }, { "x": 1.85, "y": 0.99214360167373 }, { "x": 1.9, "y": 0.99313032594651 }, { "x": 1.95, "y": 0.99398452146803 }, { "x": 2, "y": 0.99472509566286 }, { "x": 2.05, "y": 0.99536811021903 }, { "x": 2.1, "y": 0.99592722969938 }, { "x": 2.15, "y": 0.99641409667269 }, { "x": 2.2, "y": 0.99683864574926 }, { "x": 2.25, "y": 0.99720936678548 }, { "x": 2.3, "y": 0.99753352576308 }, { "x": 2.35, "y": 0.99781735039219 }, { "x": 2.4, "y": 0.99806618628263 }, { "x": 2.45, "y": 0.99828462853145 }, { "x": 2.5, "y": 0.99847663275177 }, { "x": 2.55, "y": 0.99864560888715 }, { "x": 2.6, "y": 0.99879450059308 }, { "x": 2.65, "y": 0.99892585250165 }, { "x": 2.7, "y": 0.99904186730006 }, { "x": 2.75, "y": 0.99914445423415 }, { "x": 2.8, "y": 0.99923527038345 }, { "x": 2.85, "y": 0.99931575583429 }, { "x": 2.9, "y": 0.99938716369483 }, { "x": 2.95, "y": 0.99945058574374 }, { "x": 3, "y": 0.99950697437773 }, { "x": 3.05, "y": 0.99955716141732 }, { "x": 3.1, "y": 0.9996018742423 }, { "x": 3.15, "y": 0.99964174965409 }, { "x": 3.2, "y": 0.999677345801 }, { "x": 3.25, "y": 0.99970915245009 }, { "x": 3.3, "y": 0.99973759984627 }, { "x": 3.35, "y": 0.99976306636234 }, { "x": 3.4, "y": 0.99978588511332 }, { "x": 3.45, "y": 0.99980634968205 }, { "x": 3.5, "y": 0.99982471908168 }, { "x": 3.55, "y": 0.99984122206151 }, { "x": 3.6, "y": 0.99985606084777 }, { "x": 3.65, "y": 0.99986941439693 }, { "x": 3.7, "y": 0.99988144122847 }, { "x": 3.75, "y": 0.99989228189405 }, { "x": 3.8, "y": 0.99990206113226 }, { "x": 3.85, "y": 0.9999108897509 }, { "x": 3.9, "y": 0.99991886627306 }, { "x": 3.94999999999999, "y": 0.99992607837811 }, { "x": 3.99999999999999, "y": 0.99993260416452 } ] }, { "id": 934, "curve_id": "E13.23", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Unanchored on-grade steel tanks with fill level above 50% and no attributes. With Northridge", "source_type": "Peer-reviewed", "source_abbrev": "Berahman & Behnamfar (2007)", "source_detail": "Berahman, F. and Behnamfar, F.: Seismic fragility curves for un-anchored on-grade steel storage tanks: Bayesian approach, Journal of Earthquake Engineering, 11, 166–192, https://doi.org/10.1080/13632460601125722, 2007.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "datapoints_given", "mu": -0.56110574767975, "sigma": 0.97293495291803589, "method": "Curve fitting", "mu_sigma_quality": 0.99990315917764017, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.561, σ=0.973, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Discontinuous", "uncertainty": "Yes", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01 }, { "x": 0.1, "y": 0.04 }, { "x": 0.15, "y": 0.09 }, { "x": 0.2, "y": 0.14 }, { "x": 0.25, "y": 0.195 }, { "x": 0.3, "y": 0.25 }, { "x": 0.35, "y": 0.305 }, { "x": 0.4, "y": 0.36 }, { "x": 0.45, "y": 0.405 }, { "x": 0.5, "y": 0.45 }, { "x": 0.55, "y": 0.485 }, { "x": 0.6, "y": 0.52 }, { "x": 0.65, "y": 0.55 }, { "x": 0.7, "y": 0.58 }, { "x": 0.75, "y": 0.61 }, { "x": 0.8, "y": 0.64 }, { "x": 0.85, "y": 0.66 }, { "x": 0.9, "y": 0.68 }, { "x": 0.95, "y": 0.7 }, { "x": 1, "y": 0.72 }, { "x": 1.05, "y": 0.735 }, { "x": 1.1, "y": 0.75 }, { "x": 1.15, "y": 0.765 }, { "x": 1.2, "y": 0.78 }, { "x": 1.25, "y": 0.79 }, { "x": 1.3, "y": 0.8 }, { "x": 1.35, "y": 0.81 }, { "x": 1.4, "y": 0.82 } ] }, { "id": 935, "curve_id": "E13.24", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tank", "ci_detail": "Unanchored on-grade steel tanks with fill level above 50% and no attributes. Without Northridge", "source_type": "Peer-reviewed", "source_abbrev": "Berahman & Behnamfar (2007)", "source_detail": "Berahman, F. and Behnamfar, F.: Seismic fragility curves for un-anchored on-grade steel storage tanks: Bayesian approach, Journal of Earthquake Engineering, 11, 166–192, https://doi.org/10.1080/13632460601125722, 2007.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "datapoints_given", "mu": -1.80429720504023, "sigma": 1.5446364041451797, "method": "Curve fitting", "mu_sigma_quality": 0.99886437180452459, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.804, σ=1.545, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Discontinuous", "uncertainty": "Yes", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 29, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.2 }, { "x": 0.1, "y": 0.39 }, { "x": 0.15, "y": 0.475 }, { "x": 0.2, "y": 0.56 }, { "x": 0.25, "y": 0.605 }, { "x": 0.3, "y": 0.65 }, { "x": 0.35, "y": 0.685 }, { "x": 0.4, "y": 0.72 }, { "x": 0.45, "y": 0.74 }, { "x": 0.5, "y": 0.76 }, { "x": 0.55, "y": 0.78 }, { "x": 0.6, "y": 0.8 }, { "x": 0.65, "y": 0.815 }, { "x": 0.7, "y": 0.83 }, { "x": 0.75, "y": 0.84 }, { "x": 0.8, "y": 0.85 }, { "x": 0.85, "y": 0.855 }, { "x": 0.9, "y": 0.86 }, { "x": 0.95, "y": 0.87 }, { "x": 1, "y": 0.88 }, { "x": 1.05, "y": 0.885 }, { "x": 1.1, "y": 0.89 }, { "x": 1.15, "y": 0.895 }, { "x": 1.2, "y": 0.9 }, { "x": 1.25, "y": 0.905 }, { "x": 1.3, "y": 0.91 }, { "x": 1.35, "y": 0.91 }, { "x": 1.4, "y": 0.91 } ] }, { "id": 936, "curve_id": "E13.25", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": 1.9669999999999963, "sigma": 1.8989999999999947, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.967, σ=1.899, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00448310541851 }, { "x": 0.1, "y": 0.01227746980059 }, { "x": 0.15, "y": 0.02093457863139 }, { "x": 0.2, "y": 0.02982803543663 }, { "x": 0.25, "y": 0.03871292963513 }, { "x": 0.3, "y": 0.04747829228238 }, { "x": 0.35, "y": 0.05607115743253 }, { "x": 0.4, "y": 0.06446680430781 }, { "x": 0.45, "y": 0.07265528957274 }, { "x": 0.5, "y": 0.08063474068064 }, { "x": 0.55, "y": 0.08840778352907 }, { "x": 0.6, "y": 0.09597954478324 }, { "x": 0.65, "y": 0.10335649496487 }, { "x": 0.7, "y": 0.11054576217128 }, { "x": 0.75, "y": 0.11755471920638 }, { "x": 0.8, "y": 0.12439073426149 }, { "x": 0.85, "y": 0.13106102167409 }, { "x": 0.9, "y": 0.13757255497035 }, { "x": 0.95, "y": 0.14393201911783 }, { "x": 1, "y": 0.15014578760746 }, { "x": 1.05, "y": 0.15621991524986 }, { "x": 1.1, "y": 0.16216014083159 }, { "x": 1.15, "y": 0.1679718958332 }, { "x": 1.2, "y": 0.17366031672936 }, { "x": 1.25, "y": 0.17923025924757 }, { "x": 1.3, "y": 0.18468631352447 }, { "x": 1.35, "y": 0.19003281947139 }, { "x": 1.4, "y": 0.19527388190945 }, { "x": 1.45, "y": 0.20041338520107 }, { "x": 1.5, "y": 0.20545500721639 }, { "x": 1.55, "y": 0.21040223254762 }, { "x": 1.6, "y": 0.21525836493437 }, { "x": 1.65, "y": 0.22002653889543 }, { "x": 1.7, "y": 0.2247097305837 }, { "x": 1.75, "y": 0.22931076789383 }, { "x": 1.8, "y": 0.23383233986021 }, { "x": 1.85, "y": 0.23827700538657 }, { "x": 1.9, "y": 0.24264720135028 }, { "x": 1.95, "y": 0.24694525012438 }, { "x": 2, "y": 0.25117336655894 }, { "x": 2.05, "y": 0.25533366446191 }, { "x": 2.1, "y": 0.25942816261736 }, { "x": 2.15, "y": 0.26345879037646 }, { "x": 2.2, "y": 0.26742739285433 }, { "x": 2.25, "y": 0.27133573576355 }, { "x": 2.3, "y": 0.27518550991245 }, { "x": 2.35, "y": 0.27897833539449 }, { "x": 2.4, "y": 0.28271576549269 }, { "x": 2.45, "y": 0.28639929032117 }, { "x": 2.5, "y": 0.29003034022411 }, { "x": 2.55, "y": 0.29361028895072 }, { "x": 2.6, "y": 0.29714045662322 }, { "x": 2.65, "y": 0.30062211251354 }, { "x": 2.7, "y": 0.30405647764297 }, { "x": 2.75, "y": 0.30744472721809 }, { "x": 2.8, "y": 0.31078799291478 }, { "x": 2.85, "y": 0.31408736502164 }, { "x": 2.9, "y": 0.31734389445284 }, { "x": 2.95, "y": 0.32055859463978 }, { "x": 3, "y": 0.32373244331011 }, { "x": 3.05, "y": 0.32686638416216 }, { "x": 3.1, "y": 0.3299613284418 }, { "x": 3.15, "y": 0.33301815642867 }, { "x": 3.2, "y": 0.33603771883783 }, { "x": 3.25, "y": 0.33902083814249 }, { "x": 3.3, "y": 0.34196830982326 }, { "x": 3.35, "y": 0.34488090354854 }, { "x": 3.4, "y": 0.34775936429075 }, { "x": 3.45, "y": 0.35060441338235 }, { "x": 3.5, "y": 0.35341674951574 }, { "x": 3.55, "y": 0.35619704969039 }, { "x": 3.6, "y": 0.35894597011057 }, { "x": 3.65, "y": 0.36166414703684 }, { "x": 3.7, "y": 0.36435219759399 }, { "x": 3.75, "y": 0.36701072053821 }, { "x": 3.8, "y": 0.36964029698585 }, { "x": 3.85, "y": 0.37224149110612 }, { "x": 3.9, "y": 0.37481485077988 }, { "x": 3.94999999999999, "y": 0.37736090822637 }, { "x": 3.99999999999999, "y": 0.37988018059996 } ] }, { "id": 937, "curve_id": "E13.26", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "Above-ground steel, H/D = 0.2", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": 1.8270000000000002, "sigma": 1.8800000000000001, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00515458231741 }, { "x": 0.1, "y": 0.01402494860879 }, { "x": 0.15, "y": 0.02380040973024 }, { "x": 0.2, "y": 0.03378284294713 }, { "x": 0.25, "y": 0.0437070351507 }, { "x": 0.3, "y": 0.05345708334007 }, { "x": 0.35, "y": 0.06298058024467 }, { "x": 0.4, "y": 0.07225541993016 }, { "x": 0.45, "y": 0.08127497194093 }, { "x": 0.5, "y": 0.09004080170924 }, { "x": 0.55, "y": 0.098558853163 }, { "x": 0.6, "y": 0.10683735195739 }, { "x": 0.65, "y": 0.11488561678446 }, { "x": 0.7, "y": 0.12271337256501 }, { "x": 0.75, "y": 0.13033035108911 }, { "x": 0.8, "y": 0.13774606083114 }, { "x": 0.85, "y": 0.14496965833564 }, { "x": 0.9, "y": 0.15200988139108 }, { "x": 0.95, "y": 0.15887502002001 }, { "x": 1, "y": 0.16557291056546 }, { "x": 1.05, "y": 0.17211094370144 }, { "x": 1.1, "y": 0.17849608059323 }, { "x": 1.15, "y": 0.18473487355011 }, { "x": 1.2, "y": 0.19083348885209 }, { "x": 1.25, "y": 0.19679773028826 }, { "x": 1.3, "y": 0.20263306249704 }, { "x": 1.35, "y": 0.20834463355712 }, { "x": 1.4, "y": 0.21393729651113 }, { "x": 1.45, "y": 0.21941562965582 }, { "x": 1.5, "y": 0.22478395553038 }, { "x": 1.55, "y": 0.23004635859668 }, { "x": 1.6, "y": 0.23520670164439 }, { "x": 1.65, "y": 0.24026864097693 }, { "x": 1.7, "y": 0.24523564044705 }, { "x": 1.75, "y": 0.25011098441709 }, { "x": 1.8, "y": 0.25489778972038 }, { "x": 1.85, "y": 0.25959901669922 }, { "x": 1.9, "y": 0.26421747939196 }, { "x": 1.95, "y": 0.2687558549378 }, { "x": 2, "y": 0.27321669226344 }, { "x": 2.05, "y": 0.27760242011119 }, { "x": 2.1, "y": 0.28191535446355 }, { "x": 2.15, "y": 0.28615770541468 }, { "x": 2.2, "y": 0.29033158353513 }, { "x": 2.25, "y": 0.29443900577207 }, { "x": 2.3, "y": 0.29848190092363 }, { "x": 2.35, "y": 0.30246211472254 }, { "x": 2.4, "y": 0.30638141456122 }, { "x": 2.45, "y": 0.31024149388736 }, { "x": 2.5, "y": 0.31404397629683 }, { "x": 2.55, "y": 0.31779041934796 }, { "x": 2.6, "y": 0.32148231811942 }, { "x": 2.65, "y": 0.3251211085318 }, { "x": 2.7, "y": 0.32870817045125 }, { "x": 2.75, "y": 0.33224483059194 }, { "x": 2.8, "y": 0.3357323652328 }, { "x": 2.85, "y": 0.33917200276227 }, { "x": 2.9, "y": 0.34256492606415 }, { "x": 2.95, "y": 0.34591227475613 }, { "x": 3, "y": 0.34921514729174 }, { "x": 3.05, "y": 0.3524746029356 }, { "x": 3.1, "y": 0.35569166362106 }, { "x": 3.15, "y": 0.35886731569843 }, { "x": 3.2, "y": 0.36200251158151 }, { "x": 3.25, "y": 0.3650981712994 }, { "x": 3.3, "y": 0.36815518396011 }, { "x": 3.35, "y": 0.37117440913188 }, { "x": 3.4, "y": 0.37415667814772 }, { "x": 3.45, "y": 0.37710279533824 }, { "x": 3.5, "y": 0.3800135391975 }, { "x": 3.55, "y": 0.3828896634862 }, { "x": 3.6, "y": 0.38573189827611 }, { "x": 3.65, "y": 0.38854095093969 }, { "x": 3.7, "y": 0.39131750708813 }, { "x": 3.75, "y": 0.39406223146109 }, { "x": 3.8, "y": 0.39677576877113 }, { "x": 3.85, "y": 0.39945874450556 }, { "x": 3.9, "y": 0.40211176568822 }, { "x": 3.94999999999999, "y": 0.40473542160371 }, { "x": 3.99999999999999, "y": 0.40733028448613 } ] }, { "id": 938, "curve_id": "E13.27", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "Above-ground steel, H/D = 0.6", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": 1.8430000000000004, "sigma": 1.8800000000000001, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0050295106774 }, { "x": 0.1, "y": 0.01372359328695 }, { "x": 0.15, "y": 0.02332712735615 }, { "x": 0.2, "y": 0.03314902740061 }, { "x": 0.25, "y": 0.04292478352404 }, { "x": 0.3, "y": 0.05253775529764 }, { "x": 0.35, "y": 0.06193448094903 }, { "x": 0.4, "y": 0.07109180064284 }, { "x": 0.45, "y": 0.08000212224466 }, { "x": 0.5, "y": 0.08866616115561 }, { "x": 0.55, "y": 0.0970891184535 }, { "x": 0.6, "y": 0.10527857245616 }, { "x": 0.65, "y": 0.11324327716213 }, { "x": 0.7, "y": 0.12099246347221 }, { "x": 0.75, "y": 0.12853542937401 }, { "x": 0.8, "y": 0.13588130086779 }, { "x": 0.85, "y": 0.14303889588308 }, { "x": 0.9, "y": 0.15001665120248 }, { "x": 0.95, "y": 0.15682258822304 }, { "x": 1, "y": 0.16346430265952 }, { "x": 1.05, "y": 0.16994896886899 }, { "x": 1.1, "y": 0.17628335289958 }, { "x": 1.15, "y": 0.18247383050569 }, { "x": 1.2, "y": 0.18852640772937 }, { "x": 1.25, "y": 0.19444674251898 }, { "x": 1.3, "y": 0.20024016642134 }, { "x": 1.35, "y": 0.20591170575178 }, { "x": 1.4, "y": 0.21146610188813 }, { "x": 1.45, "y": 0.21690783049251 }, { "x": 1.5, "y": 0.22224111956791 }, { "x": 1.55, "y": 0.22746996632324 }, { "x": 1.6, "y": 0.23259815286268 }, { "x": 1.65, "y": 0.23762926074109 }, { "x": 1.7, "y": 0.24256668444263 }, { "x": 1.75, "y": 0.24741364384734 }, { "x": 1.8, "y": 0.25217319575399 }, { "x": 1.85, "y": 0.25684824452726 }, { "x": 1.9, "y": 0.26144155193572 }, { "x": 1.95, "y": 0.26595574624408 }, { "x": 2, "y": 0.27039333061922 }, { "x": 2.05, "y": 0.274756690906 }, { "x": 2.1, "y": 0.27904810282423 }, { "x": 2.15, "y": 0.2832697386346 }, { "x": 2.2, "y": 0.2874236733174 }, { "x": 2.25, "y": 0.29151189030393 }, { "x": 2.3, "y": 0.29553628679755 }, { "x": 2.35, "y": 0.29949867871779 }, { "x": 2.4, "y": 0.30340080529814 }, { "x": 2.45, "y": 0.30724433336551 }, { "x": 2.5, "y": 0.31103086132675 }, { "x": 2.55, "y": 0.31476192288568 }, { "x": 2.6, "y": 0.31843899051156 }, { "x": 2.65, "y": 0.32206347867861 }, { "x": 2.7, "y": 0.32563674689417 }, { "x": 2.75, "y": 0.32916010253161 }, { "x": 2.8, "y": 0.33263480348285 }, { "x": 2.85, "y": 0.33606206064392 }, { "x": 2.9, "y": 0.33944304024602 }, { "x": 2.95, "y": 0.34277886604328 }, { "x": 3, "y": 0.34607062136771 }, { "x": 3.05, "y": 0.34931935106089 }, { "x": 3.1, "y": 0.35252606329106 }, { "x": 3.15, "y": 0.35569173126367 }, { "x": 3.2, "y": 0.35881729483288 }, { "x": 3.25, "y": 0.36190366202076 }, { "x": 3.3, "y": 0.36495171045035 }, { "x": 3.35, "y": 0.36796228869867 }, { "x": 3.4, "y": 0.37093621757462 }, { "x": 3.45, "y": 0.37387429132708 }, { "x": 3.5, "y": 0.37677727878745 }, { "x": 3.55, "y": 0.37964592445113 }, { "x": 3.6, "y": 0.38248094950159 }, { "x": 3.65, "y": 0.3852830527808 }, { "x": 3.7, "y": 0.38805291170938 }, { "x": 3.75, "y": 0.39079118315944 }, { "x": 3.8, "y": 0.39349850428315 }, { "x": 3.85, "y": 0.39617549329971 }, { "x": 3.9, "y": 0.39882275024307 }, { "x": 3.94999999999999, "y": 0.40144085767293 }, { "x": 3.99999999999999, "y": 0.40403038135099 } ] }, { "id": 939, "curve_id": "E13.28", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "Above-ground steel, % full is 0.2", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": 14.317000000000011, "sigma": 7.7950000000000044, "method": "Probit regression", "mu_sigma_quality": 0.99999999999999978, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01317531876151 }, { "x": 0.1, "y": 0.0165000219262 }, { "x": 0.15, "y": 0.01875970736988 }, { "x": 0.2, "y": 0.02051826473028 }, { "x": 0.25, "y": 0.02197673714358 }, { "x": 0.3, "y": 0.02323249163285 }, { "x": 0.35, "y": 0.02434083646658 }, { "x": 0.4, "y": 0.02533649677187 }, { "x": 0.45, "y": 0.02624283846014 }, { "x": 0.5, "y": 0.02707640646074 }, { "x": 0.55, "y": 0.02784938402741 }, { "x": 0.6, "y": 0.02857102589603 }, { "x": 0.65, "y": 0.02924854229263 }, { "x": 0.7, "y": 0.02988766974431 }, { "x": 0.75, "y": 0.03049305381315 }, { "x": 0.8, "y": 0.03106851396462 }, { "x": 0.85, "y": 0.03161723186777 }, { "x": 0.9, "y": 0.03214188840311 }, { "x": 0.95, "y": 0.03264476538518 }, { "x": 1, "y": 0.03312782244147 }, { "x": 1.05, "y": 0.03359275603739 }, { "x": 1.1, "y": 0.03404104543536 }, { "x": 1.15, "y": 0.0344739889349 }, { "x": 1.2, "y": 0.03489273277682 }, { "x": 1.25, "y": 0.03529829443646 }, { "x": 1.3, "y": 0.03569158157308 }, { "x": 1.35, "y": 0.03607340757946 }, { "x": 1.4, "y": 0.03644450444344 }, { "x": 1.45, "y": 0.03680553346426 }, { "x": 1.5, "y": 0.03715709424233 }, { "x": 1.55, "y": 0.03749973226819 }, { "x": 1.6, "y": 0.03783394536657 }, { "x": 1.65, "y": 0.0381601891982 }, { "x": 1.7, "y": 0.03847888198123 }, { "x": 1.75, "y": 0.03879040856249 }, { "x": 1.8, "y": 0.03909512394369 }, { "x": 1.85, "y": 0.03939335634876 }, { "x": 1.9, "y": 0.03968540990251 }, { "x": 1.95, "y": 0.03997156697874 }, { "x": 2, "y": 0.04025209026597 }, { "x": 2.05, "y": 0.04052722459081 }, { "x": 2.1, "y": 0.04079719853259 }, { "x": 2.15, "y": 0.04106222585761 }, { "x": 2.2, "y": 0.04132250679659 }, { "x": 2.25, "y": 0.04157822918587 }, { "x": 2.3, "y": 0.04182956948944 }, { "x": 2.35, "y": 0.04207669371648 }, { "x": 2.4, "y": 0.04231975824722 }, { "x": 2.45, "y": 0.04255891057786 }, { "x": 2.5, "y": 0.04279428999399 }, { "x": 2.55, "y": 0.04302602818068 }, { "x": 2.6, "y": 0.04325424977631 }, { "x": 2.65, "y": 0.04347907287621 }, { "x": 2.7, "y": 0.04370060949162 }, { "x": 2.75, "y": 0.04391896596869 }, { "x": 2.8, "y": 0.04413424337149 }, { "x": 2.85, "y": 0.04434653783294 }, { "x": 2.9, "y": 0.04455594087665 }, { "x": 2.95, "y": 0.04476253971266 }, { "x": 3, "y": 0.04496641750957 }, { "x": 3.05, "y": 0.04516765364527 }, { "x": 3.1, "y": 0.04536632393834 }, { "x": 3.15, "y": 0.04556250086178 }, { "x": 3.2, "y": 0.04575625374086 }, { "x": 3.25, "y": 0.04594764893628 }, { "x": 3.3, "y": 0.04613675001412 }, { "x": 3.35, "y": 0.04632361790363 }, { "x": 3.4, "y": 0.04650831104384 }, { "x": 3.45, "y": 0.04669088552015 }, { "x": 3.5, "y": 0.0468713951914 }, { "x": 3.55, "y": 0.04704989180852 }, { "x": 3.6, "y": 0.0472264251252 }, { "x": 3.65, "y": 0.04740104300139 }, { "x": 3.7, "y": 0.0475737915 }, { "x": 3.75, "y": 0.04774471497752 }, { "x": 3.8, "y": 0.0479138561689 }, { "x": 3.85, "y": 0.04808125626716 }, { "x": 3.9, "y": 0.04824695499812 }, { "x": 3.94999999999999, "y": 0.04841099069061 }, { "x": 3.99999999999999, "y": 0.04857340034245 } ] }, { "id": 940, "curve_id": "E13.29", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "Above-ground steel, % full is 0.5", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": 10.256, "sigma": 7.7949999999999982, "method": "Probit regression", "mu_sigma_quality": 0.99999999999999956, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.04456266037751 }, { "x": 0.1, "y": 0.05357811720202 }, { "x": 0.15, "y": 0.05948733613837 }, { "x": 0.2, "y": 0.06398127247003 }, { "x": 0.25, "y": 0.06764542840748 }, { "x": 0.3, "y": 0.07075789953745 }, { "x": 0.35, "y": 0.07347432366635 }, { "x": 0.4, "y": 0.07589124230657 }, { "x": 0.45, "y": 0.07807295543955 }, { "x": 0.5, "y": 0.08006459047334 }, { "x": 0.55, "y": 0.08189911860476 }, { "x": 0.6, "y": 0.08360141035624 }, { "x": 0.65, "y": 0.0851907190342 }, { "x": 0.7, "y": 0.08668227385451 }, { "x": 0.75, "y": 0.08808834179772 }, { "x": 0.8, "y": 0.08941895844521 }, { "x": 0.85, "y": 0.09068244491962 }, { "x": 0.9, "y": 0.09188578224387 }, { "x": 0.95, "y": 0.09303488806485 }, { "x": 1, "y": 0.09413482492877 }, { "x": 1.05, "y": 0.09518995956529 }, { "x": 1.1, "y": 0.09620408645495 }, { "x": 1.15, "y": 0.09718052492528 }, { "x": 1.2, "y": 0.09812219633455 }, { "x": 1.25, "y": 0.09903168607496 }, { "x": 1.3, "y": 0.09991129386051 }, { "x": 1.35, "y": 0.1007630748725 }, { "x": 1.4, "y": 0.10158887369734 }, { "x": 1.45, "y": 0.10239035252829 }, { "x": 1.5, "y": 0.10316901476239 }, { "x": 1.55, "y": 0.10392622487096 }, { "x": 1.6, "y": 0.10466322523195 }, { "x": 1.65, "y": 0.10538115046778 }, { "x": 1.7, "y": 0.10608103972196 }, { "x": 1.75, "y": 0.10676384722195 }, { "x": 1.8, "y": 0.10743045140895 }, { "x": 1.85, "y": 0.10808166286319 }, { "x": 1.9, "y": 0.10871823121127 }, { "x": 1.95, "y": 0.1093408511696 }, { "x": 2, "y": 0.10995016785087 }, { "x": 2.05, "y": 0.11054678143961 }, { "x": 2.1, "y": 0.11113125132508 }, { "x": 2.15, "y": 0.11170409976584 }, { "x": 2.2, "y": 0.11226581514861 }, { "x": 2.25, "y": 0.11281685489438 }, { "x": 2.3, "y": 0.11335764805696 }, { "x": 2.35, "y": 0.11388859765229 }, { "x": 2.4, "y": 0.11441008275163 }, { "x": 2.45, "y": 0.11492246036685 }, { "x": 2.5, "y": 0.11542606715223 }, { "x": 2.55, "y": 0.11592122094399 }, { "x": 2.6, "y": 0.1164082221558 }, { "x": 2.65, "y": 0.11688735504626 }, { "x": 2.7, "y": 0.1173588888722 }, { "x": 2.75, "y": 0.11782307894015 }, { "x": 2.8, "y": 0.1182801675664 }, { "x": 2.85, "y": 0.11873038495535 }, { "x": 2.9, "y": 0.11917395000412 }, { "x": 2.95, "y": 0.11961107104102 }, { "x": 3, "y": 0.12004194650416 }, { "x": 3.05, "y": 0.12046676556601 }, { "x": 3.1, "y": 0.12088570870906 }, { "x": 3.15, "y": 0.1212989482571 }, { "x": 3.2, "y": 0.12170664886615 }, { "x": 3.25, "y": 0.12210896797877 }, { "x": 3.3, "y": 0.12250605624487 }, { "x": 3.35, "y": 0.12289805791212 }, { "x": 3.4, "y": 0.12328511118843 }, { "x": 3.45, "y": 0.12366734857893 }, { "x": 3.5, "y": 0.12404489719956 }, { "x": 3.55, "y": 0.12441787906934 }, { "x": 3.6, "y": 0.12478641138277 }, { "x": 3.65, "y": 0.12515060676426 }, { "x": 3.7, "y": 0.12551057350579 }, { "x": 3.75, "y": 0.12586641578926 }, { "x": 3.8, "y": 0.12621823389456 }, { "x": 3.85, "y": 0.12656612439464 }, { "x": 3.9, "y": 0.12691018033836 }, { "x": 3.94999999999999, "y": 0.12725049142212 }, { "x": 3.99999999999999, "y": 0.12758714415114 } ] }, { "id": 941, "curve_id": "E13.3", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground steel tank, anchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.20397280432596, "sigma": 0.6000000000001402, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.204, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00141203539205 }, { "x": 0.1, "y": 0.03354874307192 }, { "x": 0.15, "y": 0.12399499425286 }, { "x": 0.2, "y": 0.24959169760424 }, { "x": 0.25, "y": 0.38061374850918 }, { "x": 0.3, "y": 0.5 }, { "x": 0.35, "y": 0.60137888524936 }, { "x": 0.4, "y": 0.6841978902244 }, { "x": 0.45, "y": 0.75040830239576 }, { "x": 0.5, "y": 0.80271975135509 }, { "x": 0.55, "y": 0.84380656860526 }, { "x": 0.6, "y": 0.87600500574714 }, { "x": 0.65, "y": 0.9012400714034 }, { "x": 0.7, "y": 0.92104902872144 }, { "x": 0.75, "y": 0.93663829354316 }, { "x": 0.8, "y": 0.94894564095342 }, { "x": 0.85, "y": 0.95869654697432 }, { "x": 0.9, "y": 0.96645125692808 }, { "x": 0.95, "y": 0.97264249842514 }, { "x": 1, "y": 0.97760500137522 }, { "x": 1.05, "y": 0.98159829877003 }, { "x": 1.1, "y": 0.9848242075297 }, { "x": 1.15, "y": 0.98744018113586 }, { "x": 1.2, "y": 0.98956949587352 }, { "x": 1.25, "y": 0.99130902415642 }, { "x": 1.3, "y": 0.99273517503885 }, { "x": 1.35, "y": 0.99390844402476 }, { "x": 1.4, "y": 0.99487690720347 }, { "x": 1.45, "y": 0.99567891288638 }, { "x": 1.5, "y": 0.99634516190031 }, { "x": 1.55, "y": 0.99690032093705 }, { "x": 1.6, "y": 0.99736427819419 }, { "x": 1.65, "y": 0.99775312411309 }, { "x": 1.7, "y": 0.99807992014495 }, { "x": 1.75, "y": 0.99835530350845 }, { "x": 1.8, "y": 0.99858796460795 }, { "x": 1.85, "y": 0.9987850252372 }, { "x": 1.9, "y": 0.99895233921229 }, { "x": 1.95, "y": 0.99909473214614 }, { "x": 2, "y": 0.99921619331312 }, { "x": 2.05, "y": 0.99932002967046 }, { "x": 2.1, "y": 0.99940898988894 }, { "x": 2.15, "y": 0.99948536453878 }, { "x": 2.2, "y": 0.99955106725699 }, { "x": 2.25, "y": 0.99960770069827 }, { "x": 2.3, "y": 0.9996566102745 }, { "x": 2.35, "y": 0.99969892806518 }, { "x": 2.4, "y": 0.99973560879348 }, { "x": 2.45, "y": 0.99976745937912 }, { "x": 2.5, "y": 0.99979516327729 }, { "x": 2.55, "y": 0.99981930057331 }, { "x": 2.6, "y": 0.99984036461388 }, { "x": 2.65, "y": 0.99985877580425 }, { "x": 2.7, "y": 0.9998748930809 }, { "x": 2.75, "y": 0.9998890234729 }, { "x": 2.8, "y": 0.9999014300877 }, { "x": 2.85, "y": 0.99991233879559 }, { "x": 2.9, "y": 0.99992194383633 }, { "x": 2.95, "y": 0.99993041253151 }, { "x": 3, "y": 0.99993788925315 }, { "x": 3.05, "y": 0.99994449877237 }, { "x": 3.1, "y": 0.99995034909039 }, { "x": 3.15, "y": 0.99995553383636 }, { "x": 3.2, "y": 0.99996013430188 }, { "x": 3.25, "y": 0.99996422117042 }, { "x": 3.3, "y": 0.99996785598987 }, { "x": 3.35, "y": 0.9999710924285 }, { "x": 3.4, "y": 0.99997397734803 }, { "x": 3.45, "y": 0.99997655172181 }, { "x": 3.5, "y": 0.99997885142184 }, { "x": 3.55, "y": 0.99998090789424 }, { "x": 3.6, "y": 0.99998274874011 }, { "x": 3.65, "y": 0.99998439821545 }, { "x": 3.7, "y": 0.99998587766239 }, { "x": 3.75, "y": 0.99998720588139 }, { "x": 3.8, "y": 0.99998839945315 }, { "x": 3.85, "y": 0.99998947301731 }, { "x": 3.9, "y": 0.99999043951407 }, { "x": 3.94999999999999, "y": 0.99999131039396 }, { "x": 3.99999999999999, "y": 0.99999209580017 } ] }, { "id": 942, "curve_id": "E13.30", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "Above-ground steel, % full is 0.9", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": 4.839999999999999, "sigma": 7.7949999999999964, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.15739415491089 }, { "x": 0.1, "y": 0.17975388958855 }, { "x": 0.15, "y": 0.1937150255505 }, { "x": 0.2, "y": 0.20401046344828 }, { "x": 0.25, "y": 0.21221627628165 }, { "x": 0.3, "y": 0.21906190566755 }, { "x": 0.35, "y": 0.22494760075784 }, { "x": 0.4, "y": 0.23011767638455 }, { "x": 0.45, "y": 0.23473265954097 }, { "x": 0.5, "y": 0.23890389317446 }, { "x": 0.55, "y": 0.24271188512646 }, { "x": 0.6, "y": 0.24621679972635 }, { "x": 0.65, "y": 0.24946482082409 }, { "x": 0.7, "y": 0.25249219833498 }, { "x": 0.75, "y": 0.25532792409929 }, { "x": 0.8, "y": 0.25799556024279 }, { "x": 0.85, "y": 0.26051452376196 }, { "x": 0.9, "y": 0.2629010109981 }, { "x": 0.95, "y": 0.2651686770174 }, { "x": 1, "y": 0.26732914414403 }, { "x": 1.05, "y": 0.26939238886574 }, { "x": 1.1, "y": 0.27136704051618 }, { "x": 1.15, "y": 0.27326061488348 }, { "x": 1.2, "y": 0.27507969909176 }, { "x": 1.25, "y": 0.27683009949503 }, { "x": 1.3, "y": 0.27851696114474 }, { "x": 1.35, "y": 0.28014486516161 }, { "x": 1.4, "y": 0.28171790875359 }, { "x": 1.45, "y": 0.28323977147325 }, { "x": 1.5, "y": 0.28471377046718 }, { "x": 1.55, "y": 0.28614290684719 }, { "x": 1.6, "y": 0.28752990484643 }, { "x": 1.65, "y": 0.28887724507035 }, { "x": 1.7, "y": 0.2901871928828 }, { "x": 1.75, "y": 0.29146182275912 }, { "x": 1.8, "y": 0.29270303927681 }, { "x": 1.85, "y": 0.29391259528713 }, { "x": 1.9, "y": 0.29509210771143 }, { "x": 1.95, "y": 0.29624307132613 }, { "x": 2, "y": 0.29736687083689 }, { "x": 2.05, "y": 0.29846479149127 }, { "x": 2.1, "y": 0.29953802843758 }, { "x": 2.15, "y": 0.30058769500415 }, { "x": 2.2, "y": 0.30161483004547 }, { "x": 2.25, "y": 0.30262040447881 }, { "x": 2.3, "y": 0.30360532711648 }, { "x": 2.35, "y": 0.30457044988308 }, { "x": 2.4, "y": 0.3055165724941 }, { "x": 2.45, "y": 0.30644444666145 }, { "x": 2.5, "y": 0.3073547798824 }, { "x": 2.55, "y": 0.30824823886051 }, { "x": 2.6, "y": 0.30912545260076 }, { "x": 2.65, "y": 0.30998701521558 }, { "x": 2.7, "y": 0.31083348847358 }, { "x": 2.75, "y": 0.3116654041189 }, { "x": 2.8, "y": 0.31248326598557 }, { "x": 2.85, "y": 0.31328755192833 }, { "x": 2.9, "y": 0.31407871558864 }, { "x": 2.95, "y": 0.31485718801268 }, { "x": 3, "y": 0.31562337913588 }, { "x": 3.05, "y": 0.31637767914711 }, { "x": 3.1, "y": 0.31712045974397 }, { "x": 3.15, "y": 0.31785207528959 }, { "x": 3.2, "y": 0.31857286388006 }, { "x": 3.25, "y": 0.31928314833056 }, { "x": 3.3, "y": 0.31998323708769 }, { "x": 3.35, "y": 0.32067342507447 }, { "x": 3.4, "y": 0.32135399447388 }, { "x": 3.45, "y": 0.32202521545626 }, { "x": 3.5, "y": 0.32268734685535 }, { "x": 3.55, "y": 0.32334063679731 }, { "x": 3.6, "y": 0.32398532328648 }, { "x": 3.65, "y": 0.32462163475153 }, { "x": 3.7, "y": 0.32524979055516 }, { "x": 3.75, "y": 0.32587000147015 }, { "x": 3.8, "y": 0.32648247012451 }, { "x": 3.85, "y": 0.32708739141805 }, { "x": 3.9, "y": 0.32768495291256 }, { "x": 3.94999999999999, "y": 0.32827533519758 }, { "x": 3.99999999999999, "y": 0.3288587122336 } ] }, { "id": 943, "curve_id": "E13.31", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Atmospheric above-ground steel storage tank", "ci_detail": "Above-ground steel, unanchored", "source_type": "Peer-reviewed", "source_abbrev": "D'Amico & Buratti (2019)", "source_detail": "D’Amico, M. and Buratti, N.: Observational Seismic Fragility Curves for Steel Cylindrical Tanks, Journal of Pressure Vessel Technology, 141, 010904, https://doi.org/10.1115/1.4040137, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": 4.839999999999999, "sigma": 7.7949999999999964, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "0", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.15739415491089 }, { "x": 0.1, "y": 0.17975388958855 }, { "x": 0.15, "y": 0.1937150255505 }, { "x": 0.2, "y": 0.20401046344828 }, { "x": 0.25, "y": 0.21221627628165 }, { "x": 0.3, "y": 0.21906190566755 }, { "x": 0.35, "y": 0.22494760075784 }, { "x": 0.4, "y": 0.23011767638455 }, { "x": 0.45, "y": 0.23473265954097 }, { "x": 0.5, "y": 0.23890389317446 }, { "x": 0.55, "y": 0.24271188512646 }, { "x": 0.6, "y": 0.24621679972635 }, { "x": 0.65, "y": 0.24946482082409 }, { "x": 0.7, "y": 0.25249219833498 }, { "x": 0.75, "y": 0.25532792409929 }, { "x": 0.8, "y": 0.25799556024279 }, { "x": 0.85, "y": 0.26051452376196 }, { "x": 0.9, "y": 0.2629010109981 }, { "x": 0.95, "y": 0.2651686770174 }, { "x": 1, "y": 0.26732914414403 }, { "x": 1.05, "y": 0.26939238886574 }, { "x": 1.1, "y": 0.27136704051618 }, { "x": 1.15, "y": 0.27326061488348 }, { "x": 1.2, "y": 0.27507969909176 }, { "x": 1.25, "y": 0.27683009949503 }, { "x": 1.3, "y": 0.27851696114474 }, { "x": 1.35, "y": 0.28014486516161 }, { "x": 1.4, "y": 0.28171790875359 }, { "x": 1.45, "y": 0.28323977147325 }, { "x": 1.5, "y": 0.28471377046718 }, { "x": 1.55, "y": 0.28614290684719 }, { "x": 1.6, "y": 0.28752990484643 }, { "x": 1.65, "y": 0.28887724507035 }, { "x": 1.7, "y": 0.2901871928828 }, { "x": 1.75, "y": 0.29146182275912 }, { "x": 1.8, "y": 0.29270303927681 }, { "x": 1.85, "y": 0.29391259528713 }, { "x": 1.9, "y": 0.29509210771143 }, { "x": 1.95, "y": 0.29624307132613 }, { "x": 2, "y": 0.29736687083689 }, { "x": 2.05, "y": 0.29846479149127 }, { "x": 2.1, "y": 0.29953802843758 }, { "x": 2.15, "y": 0.30058769500415 }, { "x": 2.2, "y": 0.30161483004547 }, { "x": 2.25, "y": 0.30262040447881 }, { "x": 2.3, "y": 0.30360532711648 }, { "x": 2.35, "y": 0.30457044988308 }, { "x": 2.4, "y": 0.3055165724941 }, { "x": 2.45, "y": 0.30644444666145 }, { "x": 2.5, "y": 0.3073547798824 }, { "x": 2.55, "y": 0.30824823886051 }, { "x": 2.6, "y": 0.30912545260076 }, { "x": 2.65, "y": 0.30998701521558 }, { "x": 2.7, "y": 0.31083348847358 }, { "x": 2.75, "y": 0.3116654041189 }, { "x": 2.8, "y": 0.31248326598557 }, { "x": 2.85, "y": 0.31328755192833 }, { "x": 2.9, "y": 0.31407871558864 }, { "x": 2.95, "y": 0.31485718801268 }, { "x": 3, "y": 0.31562337913588 }, { "x": 3.05, "y": 0.31637767914711 }, { "x": 3.1, "y": 0.31712045974397 }, { "x": 3.15, "y": 0.31785207528959 }, { "x": 3.2, "y": 0.31857286388006 }, { "x": 3.25, "y": 0.31928314833056 }, { "x": 3.3, "y": 0.31998323708769 }, { "x": 3.35, "y": 0.32067342507447 }, { "x": 3.4, "y": 0.32135399447388 }, { "x": 3.45, "y": 0.32202521545626 }, { "x": 3.5, "y": 0.32268734685535 }, { "x": 3.55, "y": 0.32334063679731 }, { "x": 3.6, "y": 0.32398532328648 }, { "x": 3.65, "y": 0.32462163475153 }, { "x": 3.7, "y": 0.32524979055516 }, { "x": 3.75, "y": 0.32587000147015 }, { "x": 3.8, "y": 0.32648247012451 }, { "x": 3.85, "y": 0.32708739141805 }, { "x": 3.9, "y": 0.32768495291256 }, { "x": 3.94999999999999, "y": 0.32827533519758 }, { "x": 3.99999999999999, "y": 0.3288587122336 } ] }, { "id": 944, "curve_id": "E13.4", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground steel tank, unanchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.89711998679847, "sigma": 0.700000005920017, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.897, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.05827201160207 }, { "x": 0.1, "y": 0.28121501571666 }, { "x": 0.15, "y": 0.5 }, { "x": 0.2, "y": 0.65945434288926 }, { "x": 0.25, "y": 0.76722876626729 }, { "x": 0.3, "y": 0.83896432015355 }, { "x": 0.35, "y": 0.88694217188304 }, { "x": 0.4, "y": 0.91942056793485 }, { "x": 0.45, "y": 0.94172798839793 }, { "x": 0.5, "y": 0.95728024804404 }, { "x": 0.55, "y": 0.96828166878643 }, { "x": 0.6, "y": 0.97617185172848 }, { "x": 0.65, "y": 0.98190415573367 }, { "x": 0.7, "y": 0.98611909049992 }, { "x": 0.75, "y": 0.98925312285527 }, { "x": 0.8, "y": 0.99160775574762 }, { "x": 0.85, "y": 0.99339397065171 }, { "x": 0.9, "y": 0.99476121484398 }, { "x": 0.95, "y": 0.99581656708064 }, { "x": 1, "y": 0.99663757774092 }, { "x": 1.05, "y": 0.99728098056492 }, { "x": 1.1, "y": 0.99778867488956 }, { "x": 1.15, "y": 0.9981918806823 }, { "x": 1.2, "y": 0.998514055774 }, { "x": 1.25, "y": 0.99877296503324 }, { "x": 1.3, "y": 0.99898216223497 }, { "x": 1.35, "y": 0.99915206103992 }, { "x": 1.4, "y": 0.99929071571941 }, { "x": 1.45, "y": 0.99940439495678 }, { "x": 1.5, "y": 0.99949800684566 }, { "x": 1.55, "y": 0.99957541599442 }, { "x": 1.6, "y": 0.99963968178423 }, { "x": 1.65, "y": 0.99969323857696 }, { "x": 1.7, "y": 0.99973803287993 }, { "x": 1.75, "y": 0.99977562837875 }, { "x": 1.8, "y": 0.99980728682836 }, { "x": 1.85, "y": 0.99983403069383 }, { "x": 1.9, "y": 0.9998566919133 }, { "x": 1.95, "y": 0.99987595004843 }, { "x": 2, "y": 0.99989236227583 }, { "x": 2.05, "y": 0.99990638707302 }, { "x": 2.1, "y": 0.99991840300762 }, { "x": 2.15, "y": 0.99992872370527 }, { "x": 2.2, "y": 0.99993760982237 }, { "x": 2.25, "y": 0.99994527866043 }, { "x": 2.3, "y": 0.99995191191592 }, { "x": 2.35, "y": 0.99995766194995 }, { "x": 2.4, "y": 0.9999626568782 }, { "x": 2.45, "y": 0.99996700471726 }, { "x": 2.5, "y": 0.99997079677315 }, { "x": 2.55, "y": 0.9999741104195 }, { "x": 2.6, "y": 0.99997701138205 }, { "x": 2.65, "y": 0.99997955562294 }, { "x": 2.7, "y": 0.99998179089923 }, { "x": 2.75, "y": 0.99998375805555 }, { "x": 2.8, "y": 0.99998549209916 }, { "x": 2.85, "y": 0.9999870230963 }, { "x": 2.9, "y": 0.99998837692152 }, { "x": 2.95, "y": 0.99998957588548 }, { "x": 3, "y": 0.99999063926237 }, { "x": 3.05, "y": 0.99999158373386 }, { "x": 3.1, "y": 0.9999924237637 }, { "x": 3.15, "y": 0.99999317191451 }, { "x": 3.2, "y": 0.99999383911619 }, { "x": 3.25, "y": 0.99999443489386 }, { "x": 3.3, "y": 0.99999496756178 }, { "x": 3.35, "y": 0.99999544438866 }, { "x": 3.4, "y": 0.99999587173892 }, { "x": 3.45, "y": 0.99999625519344 }, { "x": 3.5, "y": 0.99999659965324 }, { "x": 3.55, "y": 0.99999690942832 }, { "x": 3.6, "y": 0.99999718831427 }, { "x": 3.65, "y": 0.99999743965815 }, { "x": 3.7, "y": 0.99999766641543 }, { "x": 3.75, "y": 0.99999787119915 }, { "x": 3.8, "y": 0.99999805632254 }, { "x": 3.85, "y": 0.99999822383593 }, { "x": 3.9, "y": 0.99999837555884 }, { "x": 3.94999999999999, "y": 0.99999851310787 }, { "x": 3.99999999999999, "y": 0.99999863792096 } ] }, { "id": 945, "curve_id": "E13.5", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Above-ground steel tank", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.71479842809201, "sigma": 0.5000000000004311, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.715, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00520554860503 }, { "x": 0.1, "y": 0.11988270913538 }, { "x": 0.15, "y": 0.35768891376316 }, { "x": 0.2, "y": 0.583447518771 }, { "x": 0.25, "y": 0.74441215681079 }, { "x": 0.3, "y": 0.84652700343527 }, { "x": 0.35, "y": 0.90823305662505 }, { "x": 0.4, "y": 0.94486886191593 }, { "x": 0.45, "y": 0.96656758159108 }, { "x": 0.5, "y": 0.97948874861624 }, { "x": 0.55, "y": 0.9872559252556 }, { "x": 0.6, "y": 0.99197871454401 }, { "x": 0.65, "y": 0.99488609990231 }, { "x": 0.7, "y": 0.99669866778244 }, { "x": 0.75, "y": 0.99784295413725 }, { "x": 0.8, "y": 0.99857425376114 }, { "x": 0.85, "y": 0.99904718540514 }, { "x": 0.9, "y": 0.99935652898709 }, { "x": 0.95, "y": 0.99956108430503 }, { "x": 1, "y": 0.99969776067672 }, { "x": 1.05, "y": 0.999789992206 }, { "x": 1.1, "y": 0.99985282210005 }, { "x": 1.15, "y": 0.99989600988148 }, { "x": 1.2, "y": 0.99992595180362 }, { "x": 1.25, "y": 0.99994688084571 }, { "x": 1.3, "y": 0.99996162454992 }, { "x": 1.35, "y": 0.99997208855263 }, { "x": 1.4, "y": 0.99997956815842 }, { "x": 1.45, "y": 0.99998495102524 }, { "x": 1.5, "y": 0.9999888502232 }, { "x": 1.55, "y": 0.99999169235388 }, { "x": 1.6, "y": 0.99999377640078 }, { "x": 1.65, "y": 0.99999531335139 }, { "x": 1.7, "y": 0.99999645308098 }, { "x": 1.75, "y": 0.99999730272998 }, { "x": 1.8, "y": 0.9999979393566 }, { "x": 1.85, "y": 0.9999984187083 }, { "x": 1.9, "y": 0.99999878134297 }, { "x": 1.95, "y": 0.99999905692803 }, { "x": 2, "y": 0.99999926727827 }, { "x": 2.05, "y": 0.99999942851531 }, { "x": 2.1, "y": 0.99999955261138 }, { "x": 2.15, "y": 0.99999964849908 }, { "x": 2.2, "y": 0.99999972287335 }, { "x": 2.25, "y": 0.99999978077401 }, { "x": 2.3, "y": 0.99999982601103 }, { "x": 2.35, "y": 0.99999986147649 }, { "x": 2.4, "y": 0.9999998893744 }, { "x": 2.45, "y": 0.99999991139089 }, { "x": 2.5, "y": 0.9999999288207 }, { "x": 2.55, "y": 0.99999994266163 }, { "x": 2.6, "y": 0.99999995368532 }, { "x": 2.65, "y": 0.99999996249056 }, { "x": 2.7, "y": 0.99999996954355 }, { "x": 2.75, "y": 0.9999999752084 }, { "x": 2.8, "y": 0.99999997977041 }, { "x": 2.85, "y": 0.99999998345377 }, { "x": 2.9, "y": 0.99999998643519 }, { "x": 2.95, "y": 0.99999998885435 }, { "x": 3, "y": 0.99999999082197 }, { "x": 3.05, "y": 0.99999999242606 }, { "x": 3.1, "y": 0.99999999373674 }, { "x": 3.15, "y": 0.99999999481006 }, { "x": 3.2, "y": 0.99999999569089 }, { "x": 3.25, "y": 0.99999999641528 }, { "x": 3.3, "y": 0.99999999701225 }, { "x": 3.35, "y": 0.99999999750518 }, { "x": 3.4, "y": 0.99999999791302 }, { "x": 3.45, "y": 0.9999999982511 }, { "x": 3.5, "y": 0.99999999853187 }, { "x": 3.55, "y": 0.99999999876548 }, { "x": 3.6, "y": 0.9999999989602 }, { "x": 3.65, "y": 0.99999999912279 }, { "x": 3.7, "y": 0.99999999925878 }, { "x": 3.75, "y": 0.99999999937271 }, { "x": 3.8, "y": 0.99999999946833 }, { "x": 3.85, "y": 0.99999999954869 }, { "x": 3.9, "y": 0.99999999961635 }, { "x": 3.94999999999999, "y": 0.9999999996734 }, { "x": 3.99999999999999, "y": 0.99999999972158 } ] }, { "id": 946, "curve_id": "E13.6", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground wood tank", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.89711998488589, "sigma": 0.60000000000005893, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.897, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.03354874307192 }, { "x": 0.1, "y": 0.24959169760424 }, { "x": 0.15, "y": 0.5 }, { "x": 0.2, "y": 0.6841978902244 }, { "x": 0.25, "y": 0.80271975135509 }, { "x": 0.3, "y": 0.87600500574714 }, { "x": 0.35, "y": 0.92104902872144 }, { "x": 0.4, "y": 0.94894564095342 }, { "x": 0.45, "y": 0.96645125692808 }, { "x": 0.5, "y": 0.97760500137522 }, { "x": 0.55, "y": 0.9848242075297 }, { "x": 0.6, "y": 0.98956949587352 }, { "x": 0.65, "y": 0.99273517503885 }, { "x": 0.7, "y": 0.99487690720347 }, { "x": 0.75, "y": 0.99634516190031 }, { "x": 0.8, "y": 0.99736427819419 }, { "x": 0.85, "y": 0.99807992014495 }, { "x": 0.9, "y": 0.99858796460795 }, { "x": 0.95, "y": 0.99895233921229 }, { "x": 1, "y": 0.99921619331312 }, { "x": 1.05, "y": 0.99940898988894 }, { "x": 1.1, "y": 0.99955106725699 }, { "x": 1.15, "y": 0.9996566102745 }, { "x": 1.2, "y": 0.99973560879348 }, { "x": 1.25, "y": 0.99979516327729 }, { "x": 1.3, "y": 0.99984036461388 }, { "x": 1.35, "y": 0.9998748930809 }, { "x": 1.4, "y": 0.9999014300877 }, { "x": 1.45, "y": 0.99992194383633 }, { "x": 1.5, "y": 0.99993788925315 }, { "x": 1.55, "y": 0.99995034909039 }, { "x": 1.6, "y": 0.99996013430188 }, { "x": 1.65, "y": 0.99996785598987 }, { "x": 1.7, "y": 0.99997397734803 }, { "x": 1.75, "y": 0.99997885142184 }, { "x": 1.8, "y": 0.99998274874011 }, { "x": 1.85, "y": 0.99998587766239 }, { "x": 1.9, "y": 0.99998839945315 }, { "x": 1.95, "y": 0.99999043951407 }, { "x": 2, "y": 0.99999209580017 }, { "x": 2.05, "y": 0.99999344515942 }, { "x": 2.1, "y": 0.9999945481328 }, { "x": 2.15, "y": 0.99999545260641 }, { "x": 2.2, "y": 0.99999619660358 }, { "x": 2.25, "y": 0.99999681042897 }, { "x": 2.3, "y": 0.99999731832256 }, { "x": 2.35, "y": 0.9999977397408 }, { "x": 2.4, "y": 0.9999980903531 }, { "x": 2.45, "y": 0.99999838281993 }, { "x": 2.5, "y": 0.99999862740285 }, { "x": 2.55, "y": 0.9999988324443 }, { "x": 2.6, "y": 0.99999900474651 }, { "x": 2.65, "y": 0.99999914987172 }, { "x": 2.7, "y": 0.9999992723808 }, { "x": 2.75, "y": 0.99999937602356 }, { "x": 2.8, "y": 0.99999946389101 }, { "x": 2.85, "y": 0.99999953853757 }, { "x": 2.9, "y": 0.99999960207941 }, { "x": 2.95, "y": 0.99999965627379 }, { "x": 3, "y": 0.99999970258337 }, { "x": 3.05, "y": 0.99999974222831 }, { "x": 3.1, "y": 0.99999977622874 }, { "x": 3.15, "y": 0.99999980543935 }, { "x": 3.2, "y": 0.99999983057774 }, { "x": 3.25, "y": 0.99999985224762 }, { "x": 3.3, "y": 0.99999987095789 }, { "x": 3.35, "y": 0.99999988713835 }, { "x": 3.4, "y": 0.9999999011527 }, { "x": 3.45, "y": 0.99999991330924 }, { "x": 3.5, "y": 0.99999992386982 }, { "x": 3.55, "y": 0.99999993305716 }, { "x": 3.6, "y": 0.9999999410611 }, { "x": 3.65, "y": 0.99999994804368 }, { "x": 3.7, "y": 0.99999995414341 }, { "x": 3.75, "y": 0.99999995947896 }, { "x": 3.8, "y": 0.99999996415206 }, { "x": 3.85, "y": 0.99999996825013 }, { "x": 3.9, "y": 0.99999997184837 }, { "x": 3.94999999999999, "y": 0.99999997501155 }, { "x": 3.99999999999999, "y": 0.99999997779558 } ] }, { "id": 947, "curve_id": "E13.7", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Anchored ground-level", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "figure_given", "mu": -1.20397280432596, "sigma": 0.6000000000001402, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.204, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00141203539205 }, { "x": 0.1, "y": 0.03354874307192 }, { "x": 0.15, "y": 0.12399499425286 }, { "x": 0.2, "y": 0.24959169760424 }, { "x": 0.25, "y": 0.38061374850918 }, { "x": 0.3, "y": 0.5 }, { "x": 0.35, "y": 0.60137888524936 }, { "x": 0.4, "y": 0.6841978902244 }, { "x": 0.45, "y": 0.75040830239576 }, { "x": 0.5, "y": 0.80271975135509 }, { "x": 0.55, "y": 0.84380656860526 }, { "x": 0.6, "y": 0.87600500574714 }, { "x": 0.65, "y": 0.9012400714034 }, { "x": 0.7, "y": 0.92104902872144 }, { "x": 0.75, "y": 0.93663829354316 }, { "x": 0.8, "y": 0.94894564095342 }, { "x": 0.85, "y": 0.95869654697432 }, { "x": 0.9, "y": 0.96645125692808 }, { "x": 0.95, "y": 0.97264249842514 }, { "x": 1, "y": 0.97760500137522 }, { "x": 1.05, "y": 0.98159829877003 }, { "x": 1.1, "y": 0.9848242075297 }, { "x": 1.15, "y": 0.98744018113586 }, { "x": 1.2, "y": 0.98956949587352 }, { "x": 1.25, "y": 0.99130902415642 }, { "x": 1.3, "y": 0.99273517503885 }, { "x": 1.35, "y": 0.99390844402476 }, { "x": 1.4, "y": 0.99487690720347 }, { "x": 1.45, "y": 0.99567891288638 }, { "x": 1.5, "y": 0.99634516190031 }, { "x": 1.55, "y": 0.99690032093705 }, { "x": 1.6, "y": 0.99736427819419 }, { "x": 1.65, "y": 0.99775312411309 }, { "x": 1.7, "y": 0.99807992014495 }, { "x": 1.75, "y": 0.99835530350845 }, { "x": 1.8, "y": 0.99858796460795 }, { "x": 1.85, "y": 0.9987850252372 }, { "x": 1.9, "y": 0.99895233921229 }, { "x": 1.95, "y": 0.99909473214614 }, { "x": 2, "y": 0.99921619331312 }, { "x": 2.05, "y": 0.99932002967046 }, { "x": 2.1, "y": 0.99940898988894 }, { "x": 2.15, "y": 0.99948536453878 }, { "x": 2.2, "y": 0.99955106725699 }, { "x": 2.25, "y": 0.99960770069827 }, { "x": 2.3, "y": 0.9996566102745 }, { "x": 2.35, "y": 0.99969892806518 }, { "x": 2.4, "y": 0.99973560879348 }, { "x": 2.45, "y": 0.99976745937912 }, { "x": 2.5, "y": 0.99979516327729 }, { "x": 2.55, "y": 0.99981930057331 }, { "x": 2.6, "y": 0.99984036461388 }, { "x": 2.65, "y": 0.99985877580425 }, { "x": 2.7, "y": 0.9998748930809 }, { "x": 2.75, "y": 0.9998890234729 }, { "x": 2.8, "y": 0.9999014300877 }, { "x": 2.85, "y": 0.99991233879559 }, { "x": 2.9, "y": 0.99992194383633 }, { "x": 2.95, "y": 0.99993041253151 }, { "x": 3, "y": 0.99993788925315 }, { "x": 3.05, "y": 0.99994449877237 }, { "x": 3.1, "y": 0.99995034909039 }, { "x": 3.15, "y": 0.99995553383636 }, { "x": 3.2, "y": 0.99996013430188 }, { "x": 3.25, "y": 0.99996422117042 }, { "x": 3.3, "y": 0.99996785598987 }, { "x": 3.35, "y": 0.9999710924285 }, { "x": 3.4, "y": 0.99997397734803 }, { "x": 3.45, "y": 0.99997655172181 }, { "x": 3.5, "y": 0.99997885142184 }, { "x": 3.55, "y": 0.99998090789424 }, { "x": 3.6, "y": 0.99998274874011 }, { "x": 3.65, "y": 0.99998439821545 }, { "x": 3.7, "y": 0.99998587766239 }, { "x": 3.75, "y": 0.99998720588139 }, { "x": 3.8, "y": 0.99998839945315 }, { "x": 3.85, "y": 0.99998947301731 }, { "x": 3.9, "y": 0.99999043951407 }, { "x": 3.94999999999999, "y": 0.99999131039396 }, { "x": 3.99999999999999, "y": 0.99999209580017 } ] }, { "id": 948, "curve_id": "E13.8", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Unanchored ground-level", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "figure_given", "mu": -2.20727491318974, "sigma": 0.70000000000008955, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.207, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.13000496532034 }, { "x": 0.1, "y": 0.44584842578151 }, { "x": 0.15, "y": 0.67114551090522 }, { "x": 0.2, "y": 0.80346214877271 }, { "x": 0.25, "y": 0.87956787912884 }, { "x": 0.3, "y": 0.92411232888011 }, { "x": 0.35, "y": 0.9508858320042 }, { "x": 0.4, "y": 0.96742759799224 }, { "x": 0.45, "y": 0.97791766668368 }, { "x": 0.5, "y": 0.98473093370473 }, { "x": 0.55, "y": 0.98925312285527 }, { "x": 0.6, "y": 0.99231410188818 }, { "x": 0.65, "y": 0.99442314272798 }, { "x": 0.7, "y": 0.9958999073695 }, { "x": 0.75, "y": 0.9969492427509 }, { "x": 0.8, "y": 0.99770493586026 }, { "x": 0.85, "y": 0.99825589864835 }, { "x": 0.9, "y": 0.9986621728242 }, { "x": 0.95, "y": 0.99896490576996 }, { "x": 1, "y": 0.99919268234127 }, { "x": 1.05, "y": 0.99936561175049 }, { "x": 1.1, "y": 0.99949800684566 }, { "x": 1.15, "y": 0.9996001661771 }, { "x": 1.2, "y": 0.99967957536293 }, { "x": 1.25, "y": 0.99974172721014 }, { "x": 1.3, "y": 0.99979068818284 }, { "x": 1.35, "y": 0.9998294939913 }, { "x": 1.4, "y": 0.99986042871128 }, { "x": 1.45, "y": 0.99988522364261 }, { "x": 1.5, "y": 0.99990520028497 }, { "x": 1.55, "y": 0.99992137402418 }, { "x": 1.6, "y": 0.99993452994008 }, { "x": 1.65, "y": 0.99994527866043 }, { "x": 1.7, "y": 0.99995409781474 }, { "x": 1.75, "y": 0.99996136301477 }, { "x": 1.8, "y": 0.9999673711608 }, { "x": 1.85, "y": 0.99997235808528 }, { "x": 1.9, "y": 0.99997651198954 }, { "x": 1.95, "y": 0.99997998373558 }, { "x": 2, "y": 0.9999828947718 }, { "x": 2.05, "y": 0.99998534326885 }, { "x": 2.1, "y": 0.99998740889339 }, { "x": 2.15, "y": 0.99998915654006 }, { "x": 2.2, "y": 0.99999063926237 }, { "x": 2.25, "y": 0.99999190058475 }, { "x": 2.3, "y": 0.99999297633399 }, { "x": 2.35, "y": 0.99999389609612 }, { "x": 2.4, "y": 0.99999468437971 }, { "x": 2.45, "y": 0.99999536154834 }, { "x": 2.5, "y": 0.99999594457079 }, { "x": 2.55, "y": 0.99999644762665 }, { "x": 2.6, "y": 0.99999688259699 }, { "x": 2.65, "y": 0.99999725946301 }, { "x": 2.7, "y": 0.9999975866312 }, { "x": 2.75, "y": 0.99999787119915 }, { "x": 2.8, "y": 0.99999811917367 }, { "x": 2.85, "y": 0.99999833565012 }, { "x": 2.9, "y": 0.99999852496048 }, { "x": 2.95, "y": 0.99999869079563 }, { "x": 3, "y": 0.99999883630696 }, { "x": 3.05, "y": 0.99999896419069 }, { "x": 3.1, "y": 0.99999907675823 }, { "x": 3.15, "y": 0.99999917599494 }, { "x": 3.2, "y": 0.99999926360936 }, { "x": 3.25, "y": 0.99999934107446 }, { "x": 3.3, "y": 0.99999940966244 }, { "x": 3.35, "y": 0.99999947047397 }, { "x": 3.4, "y": 0.99999952446294 }, { "x": 3.45, "y": 0.99999957245742 }, { "x": 3.5, "y": 0.99999961517739 }, { "x": 3.55, "y": 0.99999965324983 }, { "x": 3.6, "y": 0.9999996872216 }, { "x": 3.65, "y": 0.99999971757035 }, { "x": 3.7, "y": 0.99999974471394 }, { "x": 3.75, "y": 0.99999976901838 }, { "x": 3.8, "y": 0.99999979080478 }, { "x": 3.85, "y": 0.99999981035519 }, { "x": 3.9, "y": 0.9999998279177 }, { "x": 3.94999999999999, "y": 0.99999984371081 }, { "x": 3.99999999999999, "y": 0.99999985792723 } ] }, { "id": 949, "curve_id": "E13.9", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Anchored elevated", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "figure_given", "mu": -1.71479842809201, "sigma": 0.5000000000004311, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.715, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00520554860503 }, { "x": 0.1, "y": 0.11988270913538 }, { "x": 0.15, "y": 0.35768891376316 }, { "x": 0.2, "y": 0.583447518771 }, { "x": 0.25, "y": 0.74441215681079 }, { "x": 0.3, "y": 0.84652700343527 }, { "x": 0.35, "y": 0.90823305662505 }, { "x": 0.4, "y": 0.94486886191593 }, { "x": 0.45, "y": 0.96656758159108 }, { "x": 0.5, "y": 0.97948874861624 }, { "x": 0.55, "y": 0.9872559252556 }, { "x": 0.6, "y": 0.99197871454401 }, { "x": 0.65, "y": 0.99488609990231 }, { "x": 0.7, "y": 0.99669866778244 }, { "x": 0.75, "y": 0.99784295413725 }, { "x": 0.8, "y": 0.99857425376114 }, { "x": 0.85, "y": 0.99904718540514 }, { "x": 0.9, "y": 0.99935652898709 }, { "x": 0.95, "y": 0.99956108430503 }, { "x": 1, "y": 0.99969776067672 }, { "x": 1.05, "y": 0.999789992206 }, { "x": 1.1, "y": 0.99985282210005 }, { "x": 1.15, "y": 0.99989600988148 }, { "x": 1.2, "y": 0.99992595180362 }, { "x": 1.25, "y": 0.99994688084571 }, { "x": 1.3, "y": 0.99996162454992 }, { "x": 1.35, "y": 0.99997208855263 }, { "x": 1.4, "y": 0.99997956815842 }, { "x": 1.45, "y": 0.99998495102524 }, { "x": 1.5, "y": 0.9999888502232 }, { "x": 1.55, "y": 0.99999169235388 }, { "x": 1.6, "y": 0.99999377640078 }, { "x": 1.65, "y": 0.99999531335139 }, { "x": 1.7, "y": 0.99999645308098 }, { "x": 1.75, "y": 0.99999730272998 }, { "x": 1.8, "y": 0.9999979393566 }, { "x": 1.85, "y": 0.9999984187083 }, { "x": 1.9, "y": 0.99999878134297 }, { "x": 1.95, "y": 0.99999905692803 }, { "x": 2, "y": 0.99999926727827 }, { "x": 2.05, "y": 0.99999942851531 }, { "x": 2.1, "y": 0.99999955261138 }, { "x": 2.15, "y": 0.99999964849908 }, { "x": 2.2, "y": 0.99999972287335 }, { "x": 2.25, "y": 0.99999978077401 }, { "x": 2.3, "y": 0.99999982601103 }, { "x": 2.35, "y": 0.99999986147649 }, { "x": 2.4, "y": 0.9999998893744 }, { "x": 2.45, "y": 0.99999991139089 }, { "x": 2.5, "y": 0.9999999288207 }, { "x": 2.55, "y": 0.99999994266163 }, { "x": 2.6, "y": 0.99999995368532 }, { "x": 2.65, "y": 0.99999996249056 }, { "x": 2.7, "y": 0.99999996954355 }, { "x": 2.75, "y": 0.9999999752084 }, { "x": 2.8, "y": 0.99999997977041 }, { "x": 2.85, "y": 0.99999998345377 }, { "x": 2.9, "y": 0.99999998643519 }, { "x": 2.95, "y": 0.99999998885435 }, { "x": 3, "y": 0.99999999082197 }, { "x": 3.05, "y": 0.99999999242606 }, { "x": 3.1, "y": 0.99999999373674 }, { "x": 3.15, "y": 0.99999999481006 }, { "x": 3.2, "y": 0.99999999569089 }, { "x": 3.25, "y": 0.99999999641528 }, { "x": 3.3, "y": 0.99999999701225 }, { "x": 3.35, "y": 0.99999999750518 }, { "x": 3.4, "y": 0.99999999791302 }, { "x": 3.45, "y": 0.9999999982511 }, { "x": 3.5, "y": 0.99999999853187 }, { "x": 3.55, "y": 0.99999999876548 }, { "x": 3.6, "y": 0.9999999989602 }, { "x": 3.65, "y": 0.99999999912279 }, { "x": 3.7, "y": 0.99999999925878 }, { "x": 3.75, "y": 0.99999999937271 }, { "x": 3.8, "y": 0.99999999946833 }, { "x": 3.85, "y": 0.99999999954869 }, { "x": 3.9, "y": 0.99999999961635 }, { "x": 3.94999999999999, "y": 0.9999999996734 }, { "x": 3.99999999999999, "y": 0.99999999972158 } ] }, { "id": 950, "curve_id": "E14.1", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Small water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.38629436175692, "sigma": 0.500000004556355, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.386, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00064347101291 }, { "x": 0.1, "y": 0.03343241840892 }, { "x": 0.15, "y": 0.15347299656473 }, { "x": 0.2, "y": 0.32769493571154 }, { "x": 0.25, "y": 0.5 }, { "x": 0.3, "y": 0.64231108623684 }, { "x": 0.35, "y": 0.74950869138681 }, { "x": 0.4, "y": 0.82639308124973 }, { "x": 0.45, "y": 0.88011729086462 }, { "x": 0.5, "y": 0.9171714809983 }, { "x": 0.55, "y": 0.94259242556462 }, { "x": 0.6, "y": 0.96002165961749 }, { "x": 0.65, "y": 0.97199918031576 }, { "x": 0.7, "y": 0.98026431766073 }, { "x": 0.75, "y": 0.98599779442606 }, { "x": 0.8, "y": 0.98999876715404 }, { "x": 0.85, "y": 0.99280845886522 }, { "x": 0.9, "y": 0.99479445139497 }, { "x": 0.95, "y": 0.99620746174989 }, { "x": 1, "y": 0.99721938213769 }, { "x": 1.05, "y": 0.99794873799152 }, { "x": 1.1, "y": 0.99847775152507 }, { "x": 1.15, "y": 0.99886381581851 }, { "x": 1.2, "y": 0.99914724394927 }, { "x": 1.25, "y": 0.99935652898709 }, { "x": 1.3, "y": 0.99951193412691 }, { "x": 1.35, "y": 0.99962795727815 }, { "x": 1.4, "y": 0.99971503301958 }, { "x": 1.45, "y": 0.99978071494048 }, { "x": 1.5, "y": 0.99983050191355 }, { "x": 1.55, "y": 0.9998684189466 }, { "x": 1.6, "y": 0.99989742788763 }, { "x": 1.65, "y": 0.99991971948388 }, { "x": 1.7, "y": 0.99993692223111 }, { "x": 1.75, "y": 0.99995025253567 }, { "x": 1.8, "y": 0.99996062325496 }, { "x": 1.85, "y": 0.99996872255921 }, { "x": 1.9, "y": 0.99997507151845 }, { "x": 1.95, "y": 0.99998006635981 }, { "x": 2, "y": 0.99998400962348 }, { "x": 2.05, "y": 0.99998713323991 }, { "x": 2.1, "y": 0.9999896156997 }, { "x": 2.15, "y": 0.999991594884 }, { "x": 2.2, "y": 0.99999317769291 }, { "x": 2.25, "y": 0.99999444730041 }, { "x": 2.3, "y": 0.99999546864297 }, { "x": 2.35, "y": 0.99999629258784 }, { "x": 2.4, "y": 0.9999969591106 }, { "x": 2.45, "y": 0.99999749972639 }, { "x": 2.5, "y": 0.9999979393566 }, { "x": 2.55, "y": 0.99999829776721 }, { "x": 2.6, "y": 0.9999985906807 }, { "x": 2.65, "y": 0.99999883063857 }, { "x": 2.7, "y": 0.99999902767235 }, { "x": 2.75, "y": 0.99999918982739 }, { "x": 2.8, "y": 0.99999932357294 }, { "x": 2.85, "y": 0.99999943412413 }, { "x": 2.9, "y": 0.99999952569544 }, { "x": 2.95, "y": 0.99999960170099 }, { "x": 3, "y": 0.999999664913 }, { "x": 3.05, "y": 0.99999971758763 }, { "x": 3.1, "y": 0.99999976156521 }, { "x": 3.15, "y": 0.99999979835013 }, { "x": 3.2, "y": 0.9999998291748 }, { "x": 3.25, "y": 0.99999985505094 }, { "x": 3.3, "y": 0.99999987681077 }, { "x": 3.35, "y": 0.99999989514024 }, { "x": 3.4, "y": 0.99999991060584 }, { "x": 3.45, "y": 0.99999992367628 }, { "x": 3.5, "y": 0.9999999347401 }, { "x": 3.55, "y": 0.99999994412 }, { "x": 3.6, "y": 0.9999999520844 }, { "x": 3.65, "y": 0.99999995885704 }, { "x": 3.7, "y": 0.9999999646247 }, { "x": 3.75, "y": 0.99999996954355 }, { "x": 3.8, "y": 0.99999997374442 }, { "x": 3.85, "y": 0.99999997733706 }, { "x": 3.9, "y": 0.9999999804137 }, { "x": 3.94999999999999, "y": 0.99999998305193 }, { "x": 3.99999999999999, "y": 0.99999998531719 } ] }, { "id": 951, "curve_id": "E14.2", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Small water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.83258146425509, "sigma": 0.40000000338063807, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.833, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00181945702133 }, { "x": 0.1, "y": 0.11999554294667 }, { "x": 0.15, "y": 0.43591032828122 }, { "x": 0.2, "y": 0.71152962321323 }, { "x": 0.25, "y": 0.86772851627996 }, { "x": 0.3, "y": 0.94196923504026 }, { "x": 0.35, "y": 0.97482028958908 }, { "x": 0.4, "y": 0.98901039106291 }, { "x": 0.45, "y": 0.99513365379451 }, { "x": 0.5, "y": 0.99780429883328 }, { "x": 0.55, "y": 0.99898858972946 }, { "x": 0.6, "y": 0.99952408271969 }, { "x": 0.65, "y": 0.99977126409696 }, { "x": 0.7, "y": 0.99988776992155 }, { "x": 0.75, "y": 0.99994382589479 }, { "x": 0.8, "y": 0.99997134174908 }, { "x": 0.85, "y": 0.99998511092587 }, { "x": 0.9, "y": 0.99999212939575 }, { "x": 0.95, "y": 0.99999577040834 }, { "x": 1, "y": 0.99999769122533 }, { "x": 1.05, "y": 0.99999872086001 }, { "x": 1.1, "y": 0.9999992812336 }, { "x": 1.15, "y": 0.99999959065492 }, { "x": 1.2, "y": 0.99999976387542 }, { "x": 1.25, "y": 0.99999986212728 }, { "x": 1.3, "y": 0.99999991855702 }, { "x": 1.35, "y": 0.99999995135527 }, { "x": 1.4, "y": 0.99999997063646 }, { "x": 1.45, "y": 0.99999998209523 }, { "x": 1.5, "y": 0.99999998897631 }, { "x": 1.55, "y": 0.99999999314977 }, { "x": 1.6, "y": 0.99999999570526 }, { "x": 1.65, "y": 0.99999999728441 }, { "x": 1.7, "y": 0.99999999826883 }, { "x": 1.75, "y": 0.99999999888768 }, { "x": 1.8, "y": 0.9999999992799 }, { "x": 1.85, "y": 0.99999999953041 }, { "x": 1.9, "y": 0.99999999969162 }, { "x": 1.95, "y": 0.99999999979612 }, { "x": 2, "y": 0.99999999986433 }, { "x": 2.05, "y": 0.99999999990915 }, { "x": 2.1, "y": 0.99999999993879 }, { "x": 2.15, "y": 0.99999999995852 }, { "x": 2.2, "y": 0.99999999997173 }, { "x": 2.25, "y": 0.99999999998062 }, { "x": 2.3, "y": 0.99999999998665 }, { "x": 2.35, "y": 0.99999999999076 }, { "x": 2.4, "y": 0.99999999999357 }, { "x": 2.45, "y": 0.9999999999955 }, { "x": 2.5, "y": 0.99999999999684 }, { "x": 2.55, "y": 0.99999999999777 }, { "x": 2.6, "y": 0.99999999999842 }, { "x": 2.65, "y": 0.99999999999887 }, { "x": 2.7, "y": 0.99999999999919 }, { "x": 2.75, "y": 0.99999999999942 }, { "x": 2.8, "y": 0.99999999999958 }, { "x": 2.85, "y": 0.9999999999997 }, { "x": 2.9, "y": 0.99999999999978 }, { "x": 2.95, "y": 0.99999999999984 }, { "x": 3, "y": 0.99999999999988 }, { "x": 3.05, "y": 0.99999999999991 }, { "x": 3.1, "y": 0.99999999999994 }, { "x": 3.15, "y": 0.99999999999995 }, { "x": 3.2, "y": 0.99999999999997 }, { "x": 3.25, "y": 0.99999999999997 }, { "x": 3.3, "y": 0.99999999999998 }, { "x": 3.35, "y": 0.99999999999999 }, { "x": 3.4, "y": 0.99999999999999 }, { "x": 3.45, "y": 0.99999999999999 }, { "x": 3.5, "y": 0.99999999999999 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 952, "curve_id": "E14.3", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Medium water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -0.994252273373936, "sigma": 0.40000000028033322, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.994, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.8120129E-07 }, { "x": 0.1, "y": 0.00053615786749 }, { "x": 0.15, "y": 0.01199874963141 }, { "x": 0.2, "y": 0.06202869668256 }, { "x": 0.25, "y": 0.1635170915102 }, { "x": 0.3, "y": 0.30003448687667 }, { "x": 0.35, "y": 0.44475485471843 }, { "x": 0.4, "y": 0.57726589137269 }, { "x": 0.45, "y": 0.68770708581717 }, { "x": 0.5, "y": 0.77420374723654 }, { "x": 0.55, "y": 0.83916653163474 }, { "x": 0.6, "y": 0.88658530727598 }, { "x": 0.65, "y": 0.92053411705792 }, { "x": 0.7, "y": 0.94452563512954 }, { "x": 0.75, "y": 0.96133775512459 }, { "x": 0.8, "y": 0.9730582419142 }, { "x": 0.85, "y": 0.98120663951566 }, { "x": 0.9, "y": 0.98686609653143 }, { "x": 0.95, "y": 0.99079823109956 }, { "x": 1, "y": 0.99353389522184 }, { "x": 1.05, "y": 0.99544110947929 }, { "x": 1.1, "y": 0.99677425801521 }, { "x": 1.15, "y": 0.99770897059631 }, { "x": 1.2, "y": 0.99836652076721 }, { "x": 1.25, "y": 0.99883074223069 }, { "x": 1.3, "y": 0.99915969460667 }, { "x": 1.35, "y": 0.9993936840727 }, { "x": 1.4, "y": 0.99956077076838 }, { "x": 1.45, "y": 0.99968055044287 }, { "x": 1.5, "y": 0.99976675356721 }, { "x": 1.55, "y": 0.99982903466309 }, { "x": 1.6, "y": 0.99987420686003 }, { "x": 1.65, "y": 0.99990709591061 }, { "x": 1.7, "y": 0.99993113268839 }, { "x": 1.75, "y": 0.99994876554562 }, { "x": 1.8, "y": 0.99996174825242 }, { "x": 1.85, "y": 0.99997134174908 }, { "x": 1.9, "y": 0.99997845600734 }, { "x": 1.95, "y": 0.99998375013615 }, { "x": 2, "y": 0.99998770327699 }, { "x": 2.05, "y": 0.99999066499368 }, { "x": 2.1, "y": 0.99999289121689 }, { "x": 2.15, "y": 0.99999456997667 }, { "x": 2.2, "y": 0.9999958398898 }, { "x": 2.25, "y": 0.99999680348894 }, { "x": 2.3, "y": 0.99999753686627 }, { "x": 2.35, "y": 0.99999809667482 }, { "x": 2.4, "y": 0.9999985252286 }, { "x": 2.45, "y": 0.99999885423038 }, { "x": 2.5, "y": 0.99999910750536 }, { "x": 2.55, "y": 0.99999930301222 }, { "x": 2.6, "y": 0.99999945432743 }, { "x": 2.65, "y": 0.99999957174413 }, { "x": 2.7, "y": 0.99999966308817 }, { "x": 2.75, "y": 0.99999973432601 }, { "x": 2.8, "y": 0.99999979001881 }, { "x": 2.85, "y": 0.9999998336627 }, { "x": 2.9, "y": 0.99999986794443 }, { "x": 2.95, "y": 0.99999989493402 }, { "x": 3, "y": 0.99999991623032 }, { "x": 3.05, "y": 0.99999993307128 }, { "x": 3.1, "y": 0.99999994641771 }, { "x": 3.15, "y": 0.9999999570171 }, { "x": 3.2, "y": 0.99999996545232 }, { "x": 3.25, "y": 0.99999997217889 }, { "x": 3.3, "y": 0.99999997755362 }, { "x": 3.35, "y": 0.99999998185658 }, { "x": 3.4, "y": 0.99999998530811 }, { "x": 3.45, "y": 0.99999998808189 }, { "x": 3.5, "y": 0.99999999031513 }, { "x": 3.55, "y": 0.99999999211642 }, { "x": 3.6, "y": 0.9999999935719 }, { "x": 3.65, "y": 0.99999999475002 }, { "x": 3.7, "y": 0.99999999570526 }, { "x": 3.75, "y": 0.9999999964811 }, { "x": 3.8, "y": 0.99999999711228 }, { "x": 3.85, "y": 0.9999999976266 }, { "x": 3.9, "y": 0.99999999804637 }, { "x": 3.94999999999999, "y": 0.99999999838951 }, { "x": 3.99999999999999, "y": 0.99999999867044 } ] }, { "id": 953, "curve_id": "E14.4", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Medium water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.60943791244422, "sigma": 0.40000000005454384, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.609, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00026439120652 }, { "x": 0.1, "y": 0.04155957087041 }, { "x": 0.15, "y": 0.23600725377115 }, { "x": 0.2, "y": 0.5 }, { "x": 0.25, "y": 0.71152962321323 }, { "x": 0.3, "y": 0.8446281526967 }, { "x": 0.35, "y": 0.91909942629937 }, { "x": 0.4, "y": 0.95844042912959 }, { "x": 0.45, "y": 0.9786854344045 }, { "x": 0.5, "y": 0.98901039106291 }, { "x": 0.55, "y": 0.99428063578088 }, { "x": 0.6, "y": 0.99698853775706 }, { "x": 0.65, "y": 0.99839375216002 }, { "x": 0.7, "y": 0.9991316268478 }, { "x": 0.75, "y": 0.99952408271969 }, { "x": 0.8, "y": 0.99973560879348 }, { "x": 0.85, "y": 0.99985115244073 }, { "x": 0.9, "y": 0.9999151090077 }, { "x": 0.95, "y": 0.99995097381986 }, { "x": 1, "y": 0.99997134174908 }, { "x": 1.05, "y": 0.99998305154298 }, { "x": 1.1, "y": 0.99998986384211 }, { "x": 1.15, "y": 0.99999387245361 }, { "x": 1.2, "y": 0.99999625731936 }, { "x": 1.25, "y": 0.99999769122533 }, { "x": 1.3, "y": 0.99999856216137 }, { "x": 1.35, "y": 0.99999909634302 }, { "x": 1.4, "y": 0.99999942706565 }, { "x": 1.45, "y": 0.99999963367663 }, { "x": 1.5, "y": 0.99999976387542 }, { "x": 1.55, "y": 0.9999998466089 }, { "x": 1.6, "y": 0.99999989960453 }, { "x": 1.65, "y": 0.99999993381461 }, { "x": 1.7, "y": 0.99999995606306 }, { "x": 1.75, "y": 0.99999997063646 }, { "x": 1.8, "y": 0.99999998024874 }, { "x": 1.85, "y": 0.99999998663123 }, { "x": 1.9, "y": 0.99999999089656 }, { "x": 1.95, "y": 0.99999999376483 }, { "x": 2, "y": 0.99999999570526 }, { "x": 2.05, "y": 0.99999999702566 }, { "x": 2.1, "y": 0.99999999792922 }, { "x": 2.15, "y": 0.99999999855091 }, { "x": 2.2, "y": 0.99999999898093 }, { "x": 2.25, "y": 0.9999999992799 }, { "x": 2.3, "y": 0.99999999948878 }, { "x": 2.35, "y": 0.99999999963543 }, { "x": 2.4, "y": 0.99999999973887 }, { "x": 2.45, "y": 0.99999999981216 }, { "x": 2.5, "y": 0.99999999986433 }, { "x": 2.55, "y": 0.99999999990161 }, { "x": 2.6, "y": 0.99999999992836 }, { "x": 2.65, "y": 0.99999999994765 }, { "x": 2.7, "y": 0.9999999999616 }, { "x": 2.75, "y": 0.99999999997173 }, { "x": 2.8, "y": 0.99999999997911 }, { "x": 2.85, "y": 0.99999999998452 }, { "x": 2.9, "y": 0.99999999998848 }, { "x": 2.95, "y": 0.99999999999141 }, { "x": 3, "y": 0.99999999999357 }, { "x": 3.05, "y": 0.99999999999517 }, { "x": 3.1, "y": 0.99999999999636 }, { "x": 3.15, "y": 0.99999999999725 }, { "x": 3.2, "y": 0.99999999999792 }, { "x": 3.25, "y": 0.99999999999842 }, { "x": 3.3, "y": 0.99999999999879 }, { "x": 3.35, "y": 0.99999999999908 }, { "x": 3.4, "y": 0.99999999999929 }, { "x": 3.45, "y": 0.99999999999946 }, { "x": 3.5, "y": 0.99999999999958 }, { "x": 3.55, "y": 0.99999999999968 }, { "x": 3.6, "y": 0.99999999999975 }, { "x": 3.65, "y": 0.99999999999981 }, { "x": 3.7, "y": 0.99999999999985 }, { "x": 3.75, "y": 0.99999999999988 }, { "x": 3.8, "y": 0.99999999999991 }, { "x": 3.85, "y": 0.99999999999993 }, { "x": 3.9, "y": 0.99999999999994 }, { "x": 3.94999999999999, "y": 0.99999999999996 }, { "x": 3.99999999999999, "y": 0.99999999999997 } ] }, { "id": 954, "curve_id": "E14.5", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Large water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -0.820980552069992, "sigma": 0.40000000000127711, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.821, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.711092E-08 }, { "x": 0.1, "y": 0.00010610837732 }, { "x": 0.15, "y": 0.00356887092249 }, { "x": 0.2, "y": 0.02435373782791 }, { "x": 0.25, "y": 0.07878604146371 }, { "x": 0.3, "y": 0.16916235913232 }, { "x": 0.35, "y": 0.28362578304704 }, { "x": 0.4, "y": 0.40583373074915 }, { "x": 0.45, "y": 0.52240164540099 }, { "x": 0.5, "y": 0.62535793099292 }, { "x": 0.55, "y": 0.71152962321323 }, { "x": 0.6, "y": 0.7809445874784 }, { "x": 0.65, "y": 0.83534238406013 }, { "x": 0.7, "y": 0.87713106071122 }, { "x": 0.75, "y": 0.90877448854285 }, { "x": 0.8, "y": 0.93248958789442 }, { "x": 0.85, "y": 0.95013397724843 }, { "x": 0.9, "y": 0.96319662557578 }, { "x": 0.95, "y": 0.97283637712183 }, { "x": 1, "y": 0.97993709223051 }, { "x": 1.05, "y": 0.98516345103955 }, { "x": 1.1, "y": 0.98901039106291 }, { "x": 1.15, "y": 0.99184394112937 }, { "x": 1.2, "y": 0.99393355098484 }, { "x": 1.25, "y": 0.99547699307296 }, { "x": 1.3, "y": 0.99661918914242 }, { "x": 1.35, "y": 0.9974662618152 }, { "x": 1.4, "y": 0.99809592889066 }, { "x": 1.45, "y": 0.9985651451451 }, { "x": 1.5, "y": 0.99891569747333 }, { "x": 1.55, "y": 0.99917829093611 }, { "x": 1.6, "y": 0.99937552848133 }, { "x": 1.65, "y": 0.99952408271969 }, { "x": 1.7, "y": 0.99963627907727 }, { "x": 1.75, "y": 0.9997212506703 }, { "x": 1.8, "y": 0.99978578171241 }, { "x": 1.85, "y": 0.99983492436046 }, { "x": 1.9, "y": 0.99987245064207 }, { "x": 1.95, "y": 0.99990118420122 }, { "x": 2, "y": 0.99992324433626 }, { "x": 2.05, "y": 0.99994022592093 }, { "x": 2.1, "y": 0.99995333236426 }, { "x": 2.15, "y": 0.99996347410414 }, { "x": 2.2, "y": 0.99997134174908 }, { "x": 2.25, "y": 0.99997746053004 }, { "x": 2.3, "y": 0.99998223094076 }, { "x": 2.35, "y": 0.99998595914737 }, { "x": 2.4, "y": 0.99998887980065 }, { "x": 2.45, "y": 0.99999117319284 }, { "x": 2.5, "y": 0.99999297819387 }, { "x": 2.55, "y": 0.99999440202987 }, { "x": 2.6, "y": 0.99999552769347 }, { "x": 2.65, "y": 0.99999641957328 }, { "x": 2.7, "y": 0.99999712774117 }, { "x": 2.75, "y": 0.99999769122533 }, { "x": 2.8, "y": 0.99999814051497 }, { "x": 2.85, "y": 0.99999849948172 }, { "x": 2.9, "y": 0.99999878685699 }, { "x": 2.95, "y": 0.99999901737049 }, { "x": 3, "y": 0.99999920262978 }, { "x": 3.05, "y": 0.99999935180112 }, { "x": 3.1, "y": 0.99999947213778 }, { "x": 3.15, "y": 0.99999956939086 }, { "x": 3.2, "y": 0.99999964812948 }, { "x": 3.25, "y": 0.99999971199074 }, { "x": 3.3, "y": 0.99999976387542 }, { "x": 3.35, "y": 0.99999980610139 }, { "x": 3.4, "y": 0.99999984052419 }, { "x": 3.45, "y": 0.99999986863198 }, { "x": 3.5, "y": 0.99999989162036 }, { "x": 3.55, "y": 0.99999991045163 }, { "x": 3.6, "y": 0.99999992590165 }, { "x": 3.65, "y": 0.99999993859702 }, { "x": 3.7, "y": 0.99999994904462 }, { "x": 3.75, "y": 0.9999999576552 }, { "x": 3.8, "y": 0.99999996476215 }, { "x": 3.85, "y": 0.99999997063646 }, { "x": 3.9, "y": 0.9999999754988 }, { "x": 3.94999999999999, "y": 0.99999997952909 }, { "x": 3.99999999999999, "y": 0.99999998287428 } ] }, { "id": 955, "curve_id": "E14.6", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Large water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.51412773263112, "sigma": 0.40000000000700997, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.514, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00010610837732 }, { "x": 0.1, "y": 0.02435373782791 }, { "x": 0.15, "y": 0.16916235913232 }, { "x": 0.2, "y": 0.40583373074915 }, { "x": 0.25, "y": 0.62535793099292 }, { "x": 0.3, "y": 0.7809445874784 }, { "x": 0.35, "y": 0.87713106071122 }, { "x": 0.4, "y": 0.93248958789442 }, { "x": 0.45, "y": 0.96319662557578 }, { "x": 0.5, "y": 0.97993709223051 }, { "x": 0.55, "y": 0.98901039106291 }, { "x": 0.6, "y": 0.99393355098484 }, { "x": 0.65, "y": 0.99661918914242 }, { "x": 0.7, "y": 0.99809592889066 }, { "x": 0.75, "y": 0.99891569747333 }, { "x": 0.8, "y": 0.99937552848133 }, { "x": 0.85, "y": 0.99963627907727 }, { "x": 0.9, "y": 0.99978578171241 }, { "x": 0.95, "y": 0.99987245064207 }, { "x": 1, "y": 0.99992324433626 }, { "x": 1.05, "y": 0.99995333236426 }, { "x": 1.1, "y": 0.99997134174908 }, { "x": 1.15, "y": 0.99998223094076 }, { "x": 1.2, "y": 0.99998887980065 }, { "x": 1.25, "y": 0.99999297819387 }, { "x": 1.3, "y": 0.99999552769347 }, { "x": 1.35, "y": 0.99999712774117 }, { "x": 1.4, "y": 0.99999814051497 }, { "x": 1.45, "y": 0.99999878685699 }, { "x": 1.5, "y": 0.99999920262978 }, { "x": 1.55, "y": 0.99999947213778 }, { "x": 1.6, "y": 0.99999964812948 }, { "x": 1.65, "y": 0.99999976387542 }, { "x": 1.7, "y": 0.99999984052419 }, { "x": 1.75, "y": 0.99999989162036 }, { "x": 1.8, "y": 0.99999992590165 }, { "x": 1.85, "y": 0.99999994904462 }, { "x": 1.9, "y": 0.99999996476215 }, { "x": 1.95, "y": 0.9999999754988 }, { "x": 2, "y": 0.99999998287428 }, { "x": 2.05, "y": 0.99999998796846 }, { "x": 2.1, "y": 0.99999999150552 }, { "x": 2.15, "y": 0.999999993974 }, { "x": 2.2, "y": 0.99999999570526 }, { "x": 2.25, "y": 0.99999999692533 }, { "x": 2.3, "y": 0.99999999778915 }, { "x": 2.35, "y": 0.99999999840353 }, { "x": 2.4, "y": 0.99999999884241 }, { "x": 2.45, "y": 0.99999999915727 }, { "x": 2.5, "y": 0.99999999938409 }, { "x": 2.55, "y": 0.99999999954815 }, { "x": 2.6, "y": 0.99999999966729 }, { "x": 2.65, "y": 0.99999999975413 }, { "x": 2.7, "y": 0.99999999981767 }, { "x": 2.75, "y": 0.99999999986433 }, { "x": 2.8, "y": 0.99999999989871 }, { "x": 2.85, "y": 0.99999999992413 }, { "x": 2.9, "y": 0.99999999994299 }, { "x": 2.95, "y": 0.99999999995703 }, { "x": 3, "y": 0.99999999996752 }, { "x": 3.05, "y": 0.99999999997537 }, { "x": 3.1, "y": 0.99999999998127 }, { "x": 3.15, "y": 0.99999999998572 }, { "x": 3.2, "y": 0.99999999998908 }, { "x": 3.25, "y": 0.99999999999163 }, { "x": 3.3, "y": 0.99999999999357 }, { "x": 3.35, "y": 0.99999999999504 }, { "x": 3.4, "y": 0.99999999999617 }, { "x": 3.45, "y": 0.99999999999703 }, { "x": 3.5, "y": 0.9999999999977 }, { "x": 3.55, "y": 0.99999999999821 }, { "x": 3.6, "y": 0.9999999999986 }, { "x": 3.65, "y": 0.99999999999891 }, { "x": 3.7, "y": 0.99999999999914 }, { "x": 3.75, "y": 0.99999999999933 }, { "x": 3.8, "y": 0.99999999999947 }, { "x": 3.85, "y": 0.99999999999958 }, { "x": 3.9, "y": 0.99999999999967 }, { "x": 3.94999999999999, "y": 0.99999999999974 }, { "x": 3.99999999999999, "y": 0.99999999999979 } ] }, { "id": 956, "curve_id": "E15.1", "sector": "Water", "ci_type": "Water well", "ci_desc": "Wells", "ci_detail": "Anchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.89711998516786, "sigma": 0.75000000082510421, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.897, σ=0.750, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0714855101649 }, { "x": 0.1, "y": 0.2943847151656 }, { "x": 0.15, "y": 0.5 }, { "x": 0.2, "y": 0.64935367030044 }, { "x": 0.25, "y": 0.75209615457027 }, { "x": 0.3, "y": 0.82230792373402 }, { "x": 0.35, "y": 0.8707050952517 }, { "x": 0.4, "y": 0.90452473026122 }, { "x": 0.45, "y": 0.9285144898351 }, { "x": 0.5, "y": 0.94578577842513 }, { "x": 0.55, "y": 0.95839679760287 }, { "x": 0.6, "y": 0.96772720720714 }, { "x": 0.65, "y": 0.97471531532677 }, { "x": 0.7, "y": 0.98000860768748 }, { "x": 0.75, "y": 0.98406020801889 }, { "x": 0.8, "y": 0.98719148012448 }, { "x": 0.85, "y": 0.98963321980442 }, { "x": 0.9, "y": 0.99155313910599 }, { "x": 0.95, "y": 0.99307445584047 }, { "x": 1, "y": 0.99428863247047 }, { "x": 1.05, "y": 0.99526421501142 }, { "x": 1.1, "y": 0.99605303856765 }, { "x": 1.15, "y": 0.9966946327554 }, { "x": 1.2, "y": 0.99721938213769 }, { "x": 1.25, "y": 0.99765081601188 }, { "x": 1.3, "y": 0.99800728291705 }, { "x": 1.35, "y": 0.99830318599425 }, { "x": 1.4, "y": 0.99854990195823 }, { "x": 1.45, "y": 0.99875647009138 }, { "x": 1.5, "y": 0.99893011265973 }, { "x": 1.55, "y": 0.99907663077015 }, { "x": 1.6, "y": 0.99920070749567 }, { "x": 1.65, "y": 0.99930614146629 }, { "x": 1.7, "y": 0.99939602796321 }, { "x": 1.75, "y": 0.9994729001213 }, { "x": 1.8, "y": 0.99953883963044 }, { "x": 1.85, "y": 0.99959556397758 }, { "x": 1.9, "y": 0.99964449554429 }, { "x": 1.95, "y": 0.99968681659415 }, { "x": 2, "y": 0.99972351323151 }, { "x": 2.05, "y": 0.99975541069697 }, { "x": 2.1, "y": 0.99978320182588 }, { "x": 2.15, "y": 0.99980747008644 }, { "x": 2.2, "y": 0.99982870830199 }, { "x": 2.25, "y": 0.99984733392235 }, { "x": 2.3, "y": 0.99986370152491 }, { "x": 2.35, "y": 0.99987811308319 }, { "x": 2.4, "y": 0.99989082642946 }, { "x": 2.45, "y": 0.99990206225137 }, { "x": 2.5, "y": 0.99991200989442 }, { "x": 2.55, "y": 0.99992083218831 }, { "x": 2.6, "y": 0.99992866947301 }, { "x": 2.65, "y": 0.99993564296651 }, { "x": 2.7, "y": 0.99994185758956 }, { "x": 2.75, "y": 0.99994740434105 }, { "x": 2.8, "y": 0.99995236230057 }, { "x": 2.85, "y": 0.99995680032079 }, { "x": 2.9, "y": 0.9999607784611 }, { "x": 2.95, "y": 0.99996434920485 }, { "x": 3, "y": 0.9999675584951 }, { "x": 3.05, "y": 0.99997044661802 }, { "x": 3.1, "y": 0.99997304895767 }, { "x": 3.15, "y": 0.99997539664246 }, { "x": 3.2, "y": 0.99997751709978 }, { "x": 3.25, "y": 0.99997943453278 }, { "x": 3.3, "y": 0.99998117033108 }, { "x": 3.35, "y": 0.99998274342512 }, { "x": 3.4, "y": 0.99998417059246 }, { "x": 3.45, "y": 0.99998546672302 }, { "x": 3.5, "y": 0.99998664504919 }, { "x": 3.55, "y": 0.99998771734561 }, { "x": 3.6, "y": 0.99998869410321 }, { "x": 3.65, "y": 0.99998958468072 }, { "x": 3.7, "y": 0.99999039743706 }, { "x": 3.75, "y": 0.99999113984698 }, { "x": 3.8, "y": 0.99999181860233 }, { "x": 3.85, "y": 0.99999243970088 }, { "x": 3.9, "y": 0.99999300852428 }, { "x": 3.94999999999999, "y": 0.99999352990652 }, { "x": 3.99999999999999, "y": 0.99999400819436 } ] }, { "id": 957, "curve_id": "E17.1", "sector": "Water", "ci_type": "Others", "ci_desc": "Small pumping plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.89711998679847, "sigma": 0.700000005920017, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.897, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.05827201160207 }, { "x": 0.1, "y": 0.28121501571666 }, { "x": 0.15, "y": 0.5 }, { "x": 0.2, "y": 0.65945434288926 }, { "x": 0.25, "y": 0.76722876626729 }, { "x": 0.3, "y": 0.83896432015355 }, { "x": 0.35, "y": 0.88694217188304 }, { "x": 0.4, "y": 0.91942056793485 }, { "x": 0.45, "y": 0.94172798839793 }, { "x": 0.5, "y": 0.95728024804404 }, { "x": 0.55, "y": 0.96828166878643 }, { "x": 0.6, "y": 0.97617185172848 }, { "x": 0.65, "y": 0.98190415573367 }, { "x": 0.7, "y": 0.98611909049992 }, { "x": 0.75, "y": 0.98925312285527 }, { "x": 0.8, "y": 0.99160775574762 }, { "x": 0.85, "y": 0.99339397065171 }, { "x": 0.9, "y": 0.99476121484398 }, { "x": 0.95, "y": 0.99581656708064 }, { "x": 1, "y": 0.99663757774092 }, { "x": 1.05, "y": 0.99728098056492 }, { "x": 1.1, "y": 0.99778867488956 }, { "x": 1.15, "y": 0.9981918806823 }, { "x": 1.2, "y": 0.998514055774 }, { "x": 1.25, "y": 0.99877296503324 }, { "x": 1.3, "y": 0.99898216223497 }, { "x": 1.35, "y": 0.99915206103992 }, { "x": 1.4, "y": 0.99929071571941 }, { "x": 1.45, "y": 0.99940439495678 }, { "x": 1.5, "y": 0.99949800684566 }, { "x": 1.55, "y": 0.99957541599442 }, { "x": 1.6, "y": 0.99963968178423 }, { "x": 1.65, "y": 0.99969323857696 }, { "x": 1.7, "y": 0.99973803287993 }, { "x": 1.75, "y": 0.99977562837875 }, { "x": 1.8, "y": 0.99980728682836 }, { "x": 1.85, "y": 0.99983403069383 }, { "x": 1.9, "y": 0.9998566919133 }, { "x": 1.95, "y": 0.99987595004843 }, { "x": 2, "y": 0.99989236227583 }, { "x": 2.05, "y": 0.99990638707302 }, { "x": 2.1, "y": 0.99991840300762 }, { "x": 2.15, "y": 0.99992872370527 }, { "x": 2.2, "y": 0.99993760982237 }, { "x": 2.25, "y": 0.99994527866043 }, { "x": 2.3, "y": 0.99995191191592 }, { "x": 2.35, "y": 0.99995766194995 }, { "x": 2.4, "y": 0.9999626568782 }, { "x": 2.45, "y": 0.99996700471726 }, { "x": 2.5, "y": 0.99997079677315 }, { "x": 2.55, "y": 0.9999741104195 }, { "x": 2.6, "y": 0.99997701138205 }, { "x": 2.65, "y": 0.99997955562294 }, { "x": 2.7, "y": 0.99998179089923 }, { "x": 2.75, "y": 0.99998375805555 }, { "x": 2.8, "y": 0.99998549209916 }, { "x": 2.85, "y": 0.9999870230963 }, { "x": 2.9, "y": 0.99998837692152 }, { "x": 2.95, "y": 0.99998957588548 }, { "x": 3, "y": 0.99999063926237 }, { "x": 3.05, "y": 0.99999158373386 }, { "x": 3.1, "y": 0.9999924237637 }, { "x": 3.15, "y": 0.99999317191451 }, { "x": 3.2, "y": 0.99999383911619 }, { "x": 3.25, "y": 0.99999443489386 }, { "x": 3.3, "y": 0.99999496756178 }, { "x": 3.35, "y": 0.99999544438866 }, { "x": 3.4, "y": 0.99999587173892 }, { "x": 3.45, "y": 0.99999625519344 }, { "x": 3.5, "y": 0.99999659965324 }, { "x": 3.55, "y": 0.99999690942832 }, { "x": 3.6, "y": 0.99999718831427 }, { "x": 3.65, "y": 0.99999743965815 }, { "x": 3.7, "y": 0.99999766641543 }, { "x": 3.75, "y": 0.99999787119915 }, { "x": 3.8, "y": 0.99999805632254 }, { "x": 3.85, "y": 0.99999822383593 }, { "x": 3.9, "y": 0.99999837555884 }, { "x": 3.94999999999999, "y": 0.99999851310787 }, { "x": 3.99999999999999, "y": 0.99999863792096 } ] }, { "id": 958, "curve_id": "E17.2", "sector": "Water", "ci_type": "Others", "ci_desc": "Small pumping plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.0402208285269, "sigma": 0.60000000000171538, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.040, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.05563406028339 }, { "x": 0.1, "y": 0.33095640629412 }, { "x": 0.15, "y": 0.59425388753493 }, { "x": 0.2, "y": 0.76361257838433 }, { "x": 0.25, "y": 0.86211643348162 }, { "x": 0.3, "y": 0.91830294678385 }, { "x": 0.35, "y": 0.9505964504493 }, { "x": 0.4, "y": 0.96948077524328 }, { "x": 0.45, "y": 0.98075143018966 }, { "x": 0.5, "y": 0.9876198731373 }, { "x": 0.55, "y": 0.99189101549367 }, { "x": 0.6, "y": 0.99459826119805 }, { "x": 0.65, "y": 0.99634516190031 }, { "x": 0.7, "y": 0.99749126328777 }, { "x": 0.75, "y": 0.99825487920765 }, { "x": 0.8, "y": 0.99877099058163 }, { "x": 0.85, "y": 0.99912448906905 }, { "x": 0.9, "y": 0.99936962425351 }, { "x": 0.95, "y": 0.99954158636129 }, { "x": 1, "y": 0.99966352396591 }, { "x": 1.05, "y": 0.99975086525881 }, { "x": 1.1, "y": 0.99981401990109 }, { "x": 1.15, "y": 0.99986009282657 }, { "x": 1.2, "y": 0.9998939861502 }, { "x": 1.25, "y": 0.99991911675428 }, { "x": 1.3, "y": 0.99993788925315 }, { "x": 1.35, "y": 0.99995201128653 }, { "x": 1.4, "y": 0.99996270597047 }, { "x": 1.45, "y": 0.99997085651064 }, { "x": 1.5, "y": 0.99997710558927 }, { "x": 1.55, "y": 0.99998192429462 }, { "x": 1.6, "y": 0.99998566034192 }, { "x": 1.65, "y": 0.99998857208554 }, { "x": 1.7, "y": 0.99999085269747 }, { "x": 1.75, "y": 0.99999264748372 }, { "x": 1.8, "y": 0.99999406637464 }, { "x": 1.85, "y": 0.99999519299552 }, { "x": 1.9, "y": 0.99999609129653 }, { "x": 1.95, "y": 0.99999681042897 }, { "x": 2, "y": 0.99999738835301 }, { "x": 2.05, "y": 0.99999785452221 }, { "x": 2.1, "y": 0.99999823189196 }, { "x": 2.15, "y": 0.99999853843007 }, { "x": 2.2, "y": 0.99999878825868 }, { "x": 2.25, "y": 0.99999899252157 }, { "x": 2.3, "y": 0.99999916004611 }, { "x": 2.35, "y": 0.99999929785069 }, { "x": 2.4, "y": 0.9999994115354 }, { "x": 2.45, "y": 0.99999950558411 }, { "x": 2.5, "y": 0.99999958359893 }, { "x": 2.55, "y": 0.99999964848299 }, { "x": 2.6, "y": 0.99999970258337 }, { "x": 2.65, "y": 0.99999974780339 }, { "x": 2.7, "y": 0.999999785691 }, { "x": 2.75, "y": 0.99999981750874 }, { "x": 2.8, "y": 0.9999998442892 }, { "x": 2.85, "y": 0.99999986687918 }, { "x": 2.9, "y": 0.99999988597488 }, { "x": 2.95, "y": 0.99999990215018 }, { "x": 3, "y": 0.99999991587926 }, { "x": 3.05, "y": 0.99999992755489 }, { "x": 3.1, "y": 0.99999993750311 }, { "x": 3.15, "y": 0.99999994599523 }, { "x": 3.2, "y": 0.99999995325749 }, { "x": 3.25, "y": 0.99999995947896 }, { "x": 3.3, "y": 0.99999996481795 }, { "x": 3.35, "y": 0.99999996940732 }, { "x": 3.4, "y": 0.99999997335878 }, { "x": 3.45, "y": 0.99999997676644 }, { "x": 3.5, "y": 0.99999997970971 }, { "x": 3.55, "y": 0.99999998225575 }, { "x": 3.6, "y": 0.99999998446145 }, { "x": 3.65, "y": 0.99999998637509 }, { "x": 3.7, "y": 0.99999998803771 }, { "x": 3.75, "y": 0.99999998948423 }, { "x": 3.8, "y": 0.99999999074445 }, { "x": 3.85, "y": 0.99999999184384 }, { "x": 3.9, "y": 0.99999999280416 }, { "x": 3.94999999999999, "y": 0.99999999364409 }, { "x": 3.99999999999999, "y": 0.99999999437962 } ] }, { "id": 959, "curve_id": "E17.3", "sector": "Water", "ci_type": "Others", "ci_desc": "Medium/large pumping plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.89711998516786, "sigma": 0.75000000082510421, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.897, σ=0.750, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0714855101649 }, { "x": 0.1, "y": 0.2943847151656 }, { "x": 0.15, "y": 0.5 }, { "x": 0.2, "y": 0.64935367030044 }, { "x": 0.25, "y": 0.75209615457027 }, { "x": 0.3, "y": 0.82230792373402 }, { "x": 0.35, "y": 0.8707050952517 }, { "x": 0.4, "y": 0.90452473026122 }, { "x": 0.45, "y": 0.9285144898351 }, { "x": 0.5, "y": 0.94578577842513 }, { "x": 0.55, "y": 0.95839679760287 }, { "x": 0.6, "y": 0.96772720720714 }, { "x": 0.65, "y": 0.97471531532677 }, { "x": 0.7, "y": 0.98000860768748 }, { "x": 0.75, "y": 0.98406020801889 }, { "x": 0.8, "y": 0.98719148012448 }, { "x": 0.85, "y": 0.98963321980442 }, { "x": 0.9, "y": 0.99155313910599 }, { "x": 0.95, "y": 0.99307445584047 }, { "x": 1, "y": 0.99428863247047 }, { "x": 1.05, "y": 0.99526421501142 }, { "x": 1.1, "y": 0.99605303856765 }, { "x": 1.15, "y": 0.9966946327554 }, { "x": 1.2, "y": 0.99721938213769 }, { "x": 1.25, "y": 0.99765081601188 }, { "x": 1.3, "y": 0.99800728291705 }, { "x": 1.35, "y": 0.99830318599425 }, { "x": 1.4, "y": 0.99854990195823 }, { "x": 1.45, "y": 0.99875647009138 }, { "x": 1.5, "y": 0.99893011265973 }, { "x": 1.55, "y": 0.99907663077015 }, { "x": 1.6, "y": 0.99920070749567 }, { "x": 1.65, "y": 0.99930614146629 }, { "x": 1.7, "y": 0.99939602796321 }, { "x": 1.75, "y": 0.9994729001213 }, { "x": 1.8, "y": 0.99953883963044 }, { "x": 1.85, "y": 0.99959556397758 }, { "x": 1.9, "y": 0.99964449554429 }, { "x": 1.95, "y": 0.99968681659415 }, { "x": 2, "y": 0.99972351323151 }, { "x": 2.05, "y": 0.99975541069697 }, { "x": 2.1, "y": 0.99978320182588 }, { "x": 2.15, "y": 0.99980747008644 }, { "x": 2.2, "y": 0.99982870830199 }, { "x": 2.25, "y": 0.99984733392235 }, { "x": 2.3, "y": 0.99986370152491 }, { "x": 2.35, "y": 0.99987811308319 }, { "x": 2.4, "y": 0.99989082642946 }, { "x": 2.45, "y": 0.99990206225137 }, { "x": 2.5, "y": 0.99991200989442 }, { "x": 2.55, "y": 0.99992083218831 }, { "x": 2.6, "y": 0.99992866947301 }, { "x": 2.65, "y": 0.99993564296651 }, { "x": 2.7, "y": 0.99994185758956 }, { "x": 2.75, "y": 0.99994740434105 }, { "x": 2.8, "y": 0.99995236230057 }, { "x": 2.85, "y": 0.99995680032079 }, { "x": 2.9, "y": 0.9999607784611 }, { "x": 2.95, "y": 0.99996434920485 }, { "x": 3, "y": 0.9999675584951 }, { "x": 3.05, "y": 0.99997044661802 }, { "x": 3.1, "y": 0.99997304895767 }, { "x": 3.15, "y": 0.99997539664246 }, { "x": 3.2, "y": 0.99997751709978 }, { "x": 3.25, "y": 0.99997943453278 }, { "x": 3.3, "y": 0.99998117033108 }, { "x": 3.35, "y": 0.99998274342512 }, { "x": 3.4, "y": 0.99998417059246 }, { "x": 3.45, "y": 0.99998546672302 }, { "x": 3.5, "y": 0.99998664504919 }, { "x": 3.55, "y": 0.99998771734561 }, { "x": 3.6, "y": 0.99998869410321 }, { "x": 3.65, "y": 0.99998958468072 }, { "x": 3.7, "y": 0.99999039743706 }, { "x": 3.75, "y": 0.99999113984698 }, { "x": 3.8, "y": 0.99999181860233 }, { "x": 3.85, "y": 0.99999243970088 }, { "x": 3.9, "y": 0.99999300852428 }, { "x": 3.94999999999999, "y": 0.99999352990652 }, { "x": 3.99999999999999, "y": 0.99999400819436 } ] }, { "id": 960, "curve_id": "E17.4", "sector": "Water", "ci_type": "Others", "ci_desc": "Medium/large pumping plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.0402208285269, "sigma": 0.60000000000171538, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.040, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.05563406028339 }, { "x": 0.1, "y": 0.33095640629412 }, { "x": 0.15, "y": 0.59425388753493 }, { "x": 0.2, "y": 0.76361257838433 }, { "x": 0.25, "y": 0.86211643348162 }, { "x": 0.3, "y": 0.91830294678385 }, { "x": 0.35, "y": 0.9505964504493 }, { "x": 0.4, "y": 0.96948077524328 }, { "x": 0.45, "y": 0.98075143018966 }, { "x": 0.5, "y": 0.9876198731373 }, { "x": 0.55, "y": 0.99189101549367 }, { "x": 0.6, "y": 0.99459826119805 }, { "x": 0.65, "y": 0.99634516190031 }, { "x": 0.7, "y": 0.99749126328777 }, { "x": 0.75, "y": 0.99825487920765 }, { "x": 0.8, "y": 0.99877099058163 }, { "x": 0.85, "y": 0.99912448906905 }, { "x": 0.9, "y": 0.99936962425351 }, { "x": 0.95, "y": 0.99954158636129 }, { "x": 1, "y": 0.99966352396591 }, { "x": 1.05, "y": 0.99975086525881 }, { "x": 1.1, "y": 0.99981401990109 }, { "x": 1.15, "y": 0.99986009282657 }, { "x": 1.2, "y": 0.9998939861502 }, { "x": 1.25, "y": 0.99991911675428 }, { "x": 1.3, "y": 0.99993788925315 }, { "x": 1.35, "y": 0.99995201128653 }, { "x": 1.4, "y": 0.99996270597047 }, { "x": 1.45, "y": 0.99997085651064 }, { "x": 1.5, "y": 0.99997710558927 }, { "x": 1.55, "y": 0.99998192429462 }, { "x": 1.6, "y": 0.99998566034192 }, { "x": 1.65, "y": 0.99998857208554 }, { "x": 1.7, "y": 0.99999085269747 }, { "x": 1.75, "y": 0.99999264748372 }, { "x": 1.8, "y": 0.99999406637464 }, { "x": 1.85, "y": 0.99999519299552 }, { "x": 1.9, "y": 0.99999609129653 }, { "x": 1.95, "y": 0.99999681042897 }, { "x": 2, "y": 0.99999738835301 }, { "x": 2.05, "y": 0.99999785452221 }, { "x": 2.1, "y": 0.99999823189196 }, { "x": 2.15, "y": 0.99999853843007 }, { "x": 2.2, "y": 0.99999878825868 }, { "x": 2.25, "y": 0.99999899252157 }, { "x": 2.3, "y": 0.99999916004611 }, { "x": 2.35, "y": 0.99999929785069 }, { "x": 2.4, "y": 0.9999994115354 }, { "x": 2.45, "y": 0.99999950558411 }, { "x": 2.5, "y": 0.99999958359893 }, { "x": 2.55, "y": 0.99999964848299 }, { "x": 2.6, "y": 0.99999970258337 }, { "x": 2.65, "y": 0.99999974780339 }, { "x": 2.7, "y": 0.999999785691 }, { "x": 2.75, "y": 0.99999981750874 }, { "x": 2.8, "y": 0.9999998442892 }, { "x": 2.85, "y": 0.99999986687918 }, { "x": 2.9, "y": 0.99999988597488 }, { "x": 2.95, "y": 0.99999990215018 }, { "x": 3, "y": 0.99999991587926 }, { "x": 3.05, "y": 0.99999992755489 }, { "x": 3.1, "y": 0.99999993750311 }, { "x": 3.15, "y": 0.99999994599523 }, { "x": 3.2, "y": 0.99999995325749 }, { "x": 3.25, "y": 0.99999995947896 }, { "x": 3.3, "y": 0.99999996481795 }, { "x": 3.35, "y": 0.99999996940732 }, { "x": 3.4, "y": 0.99999997335878 }, { "x": 3.45, "y": 0.99999997676644 }, { "x": 3.5, "y": 0.99999997970971 }, { "x": 3.55, "y": 0.99999998225575 }, { "x": 3.6, "y": 0.99999998446145 }, { "x": 3.65, "y": 0.99999998637509 }, { "x": 3.7, "y": 0.99999998803771 }, { "x": 3.75, "y": 0.99999998948423 }, { "x": 3.8, "y": 0.99999999074445 }, { "x": 3.85, "y": 0.99999999184384 }, { "x": 3.9, "y": 0.99999999280416 }, { "x": 3.94999999999999, "y": 0.99999999364409 }, { "x": 3.99999999999999, "y": 0.99999999437962 } ] }, { "id": 961, "curve_id": "E18.1", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Small wastewater treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.46967597005946, "sigma": 0.40000000000265795, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.470, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 6.805266433E-05 }, { "x": 0.1, "y": 0.01865877912442 }, { "x": 0.15, "y": 0.14262271196422 }, { "x": 0.2, "y": 0.36339269413618 }, { "x": 0.25, "y": 0.58256276055736 }, { "x": 0.3, "y": 0.74673737391649 }, { "x": 0.35, "y": 0.85305693177251 }, { "x": 0.4, "y": 0.91673854221197 }, { "x": 0.45, "y": 0.95331870804198 }, { "x": 0.5, "y": 0.97389038207404 }, { "x": 0.55, "y": 0.98535634200954 }, { "x": 0.6, "y": 0.99173787677425 }, { "x": 0.65, "y": 0.99530108743545 }, { "x": 0.7, "y": 0.99730292805691 }, { "x": 0.75, "y": 0.99843657743727 }, { "x": 0.8, "y": 0.9990844171133 }, { "x": 0.85, "y": 0.99945824263456 }, { "x": 0.9, "y": 0.99967612358124 }, { "x": 0.95, "y": 0.99980440475203 }, { "x": 1, "y": 0.99988069739643 }, { "x": 1.05, "y": 0.99992652424394 }, { "x": 1.1, "y": 0.99995432067974 }, { "x": 1.15, "y": 0.99997134174908 }, { "x": 1.2, "y": 0.99998186135048 }, { "x": 1.25, "y": 0.99998842139287 }, { "x": 1.3, "y": 0.99999254793764 }, { "x": 1.35, "y": 0.99999516561683 }, { "x": 1.4, "y": 0.99999683969214 }, { "x": 1.45, "y": 0.99999791874697 }, { "x": 1.5, "y": 0.99999861956689 }, { "x": 1.55, "y": 0.99999907808014 }, { "x": 1.6, "y": 0.99999938019492 }, { "x": 1.65, "y": 0.99999958062499 }, { "x": 1.7, "y": 0.99999971447701 }, { "x": 1.75, "y": 0.99999980443974 }, { "x": 1.8, "y": 0.99999986527906 }, { "x": 1.85, "y": 0.99999990666977 }, { "x": 1.9, "y": 0.99999993499242 }, { "x": 1.95, "y": 0.9999999544818 }, { "x": 2, "y": 0.99999996796578 }, { "x": 2.05, "y": 0.99999997734401 }, { "x": 2.1, "y": 0.99999998389999 }, { "x": 2.15, "y": 0.99999998850573 }, { "x": 2.2, "y": 0.99999999175692 }, { "x": 2.25, "y": 0.99999999406265 }, { "x": 2.3, "y": 0.99999999570526 }, { "x": 2.35, "y": 0.99999999688061 }, { "x": 2.4, "y": 0.99999999772522 }, { "x": 2.45, "y": 0.99999999833466 }, { "x": 2.5, "y": 0.99999999877621 }, { "x": 2.55, "y": 0.99999999909736 }, { "x": 2.6, "y": 0.99999999933184 }, { "x": 2.65, "y": 0.99999999950368 }, { "x": 2.7, "y": 0.99999999963007 }, { "x": 2.75, "y": 0.99999999972335 }, { "x": 2.8, "y": 0.99999999979245 }, { "x": 2.85, "y": 0.99999999984379 }, { "x": 2.9, "y": 0.99999999988207 }, { "x": 2.95, "y": 0.9999999999107 }, { "x": 3, "y": 0.99999999993218 }, { "x": 3.05, "y": 0.99999999994835 }, { "x": 3.1, "y": 0.99999999996055 }, { "x": 3.15, "y": 0.99999999996979 }, { "x": 3.2, "y": 0.9999999999768 }, { "x": 3.25, "y": 0.99999999998214 }, { "x": 3.3, "y": 0.99999999998621 }, { "x": 3.35, "y": 0.99999999998933 }, { "x": 3.4, "y": 0.99999999999173 }, { "x": 3.45, "y": 0.99999999999357 }, { "x": 3.5, "y": 0.99999999999499 }, { "x": 3.55, "y": 0.99999999999608 }, { "x": 3.6, "y": 0.99999999999693 }, { "x": 3.65, "y": 0.99999999999759 }, { "x": 3.7, "y": 0.99999999999811 }, { "x": 3.75, "y": 0.99999999999851 }, { "x": 3.8, "y": 0.99999999999882 }, { "x": 3.85, "y": 0.99999999999907 }, { "x": 3.9, "y": 0.99999999999926 }, { "x": 3.94999999999999, "y": 0.99999999999941 }, { "x": 3.99999999999999, "y": 0.99999999999953 } ] }, { "id": 962, "curve_id": "E18.2", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Small wastewater treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.83258146425509, "sigma": 0.40000000338063807, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.833, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00181945702133 }, { "x": 0.1, "y": 0.11999554294667 }, { "x": 0.15, "y": 0.43591032828122 }, { "x": 0.2, "y": 0.71152962321323 }, { "x": 0.25, "y": 0.86772851627996 }, { "x": 0.3, "y": 0.94196923504026 }, { "x": 0.35, "y": 0.97482028958908 }, { "x": 0.4, "y": 0.98901039106291 }, { "x": 0.45, "y": 0.99513365379451 }, { "x": 0.5, "y": 0.99780429883328 }, { "x": 0.55, "y": 0.99898858972946 }, { "x": 0.6, "y": 0.99952408271969 }, { "x": 0.65, "y": 0.99977126409696 }, { "x": 0.7, "y": 0.99988776992155 }, { "x": 0.75, "y": 0.99994382589479 }, { "x": 0.8, "y": 0.99997134174908 }, { "x": 0.85, "y": 0.99998511092587 }, { "x": 0.9, "y": 0.99999212939575 }, { "x": 0.95, "y": 0.99999577040834 }, { "x": 1, "y": 0.99999769122533 }, { "x": 1.05, "y": 0.99999872086001 }, { "x": 1.1, "y": 0.9999992812336 }, { "x": 1.15, "y": 0.99999959065492 }, { "x": 1.2, "y": 0.99999976387542 }, { "x": 1.25, "y": 0.99999986212728 }, { "x": 1.3, "y": 0.99999991855702 }, { "x": 1.35, "y": 0.99999995135527 }, { "x": 1.4, "y": 0.99999997063646 }, { "x": 1.45, "y": 0.99999998209523 }, { "x": 1.5, "y": 0.99999998897631 }, { "x": 1.55, "y": 0.99999999314977 }, { "x": 1.6, "y": 0.99999999570526 }, { "x": 1.65, "y": 0.99999999728441 }, { "x": 1.7, "y": 0.99999999826883 }, { "x": 1.75, "y": 0.99999999888768 }, { "x": 1.8, "y": 0.9999999992799 }, { "x": 1.85, "y": 0.99999999953041 }, { "x": 1.9, "y": 0.99999999969162 }, { "x": 1.95, "y": 0.99999999979612 }, { "x": 2, "y": 0.99999999986433 }, { "x": 2.05, "y": 0.99999999990915 }, { "x": 2.1, "y": 0.99999999993879 }, { "x": 2.15, "y": 0.99999999995852 }, { "x": 2.2, "y": 0.99999999997173 }, { "x": 2.25, "y": 0.99999999998062 }, { "x": 2.3, "y": 0.99999999998665 }, { "x": 2.35, "y": 0.99999999999076 }, { "x": 2.4, "y": 0.99999999999357 }, { "x": 2.45, "y": 0.9999999999955 }, { "x": 2.5, "y": 0.99999999999684 }, { "x": 2.55, "y": 0.99999999999777 }, { "x": 2.6, "y": 0.99999999999842 }, { "x": 2.65, "y": 0.99999999999887 }, { "x": 2.7, "y": 0.99999999999919 }, { "x": 2.75, "y": 0.99999999999942 }, { "x": 2.8, "y": 0.99999999999958 }, { "x": 2.85, "y": 0.9999999999997 }, { "x": 2.9, "y": 0.99999999999978 }, { "x": 2.95, "y": 0.99999999999984 }, { "x": 3, "y": 0.99999999999988 }, { "x": 3.05, "y": 0.99999999999991 }, { "x": 3.1, "y": 0.99999999999994 }, { "x": 3.15, "y": 0.99999999999995 }, { "x": 3.2, "y": 0.99999999999997 }, { "x": 3.25, "y": 0.99999999999997 }, { "x": 3.3, "y": 0.99999999999998 }, { "x": 3.35, "y": 0.99999999999999 }, { "x": 3.4, "y": 0.99999999999999 }, { "x": 3.45, "y": 0.99999999999999 }, { "x": 3.5, "y": 0.99999999999999 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 963, "curve_id": "E18.3", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Medium waste water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.10866262497499, "sigma": 0.40000000453809603, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.109, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.19278102E-06 }, { "x": 0.1, "y": 0.00141879033675 }, { "x": 0.15, "y": 0.02435373782791 }, { "x": 0.2, "y": 0.10529618831983 }, { "x": 0.25, "y": 0.24381622662636 }, { "x": 0.3, "y": 0.40583373074915 }, { "x": 0.35, "y": 0.55847394839492 }, { "x": 0.4, "y": 0.68471677952292 }, { "x": 0.45, "y": 0.7809445874784 }, { "x": 0.5, "y": 0.85054847011087 }, { "x": 0.55, "y": 0.89921018387898 }, { "x": 0.6, "y": 0.93248958789442 }, { "x": 0.65, "y": 0.95493375798415 }, { "x": 0.7, "y": 0.9699438622555 }, { "x": 0.75, "y": 0.97993709223051 }, { "x": 0.8, "y": 0.98657865022917 }, { "x": 0.85, "y": 0.99099370539006 }, { "x": 0.9, "y": 0.99393355098484 }, { "x": 0.95, "y": 0.99589638240752 }, { "x": 1, "y": 0.99721140774722 }, { "x": 1.05, "y": 0.99809592889066 }, { "x": 1.1, "y": 0.99869346912345 }, { "x": 1.15, "y": 0.99909899776307 }, { "x": 1.2, "y": 0.99937552848133 }, { "x": 1.25, "y": 0.99956501379656 }, { "x": 1.3, "y": 0.99969549224997 }, { "x": 1.35, "y": 0.99978578171241 }, { "x": 1.4, "y": 0.99984856753776 }, { "x": 1.45, "y": 0.99989244020844 }, { "x": 1.5, "y": 0.99992324433626 }, { "x": 1.55, "y": 0.99994497511356 }, { "x": 1.6, "y": 0.99996037644729 }, { "x": 1.65, "y": 0.99997134174908 }, { "x": 1.7, "y": 0.99997918367262 }, { "x": 1.75, "y": 0.99998481646497 }, { "x": 1.8, "y": 0.99998887980065 }, { "x": 1.85, "y": 0.99999182325922 }, { "x": 1.9, "y": 0.99999396421619 }, { "x": 1.95, "y": 0.99999552769347 }, { "x": 2, "y": 0.99999667391403 }, { "x": 2.05, "y": 0.99999751743873 }, { "x": 2.1, "y": 0.99999814051497 }, { "x": 2.15, "y": 0.99999860242777 }, { "x": 2.2, "y": 0.99999894607808 }, { "x": 2.25, "y": 0.99999920262978 }, { "x": 2.3, "y": 0.99999939480569 }, { "x": 2.35, "y": 0.99999953923465 }, { "x": 2.4, "y": 0.99999964812948 }, { "x": 2.45, "y": 0.99999973049119 }, { "x": 2.5, "y": 0.99999979297634 }, { "x": 2.55, "y": 0.99999984052419 }, { "x": 2.6, "y": 0.99999987681177 }, { "x": 2.65, "y": 0.99999990458516 }, { "x": 2.7, "y": 0.99999992590165 }, { "x": 2.75, "y": 0.99999994230724 }, { "x": 2.8, "y": 0.99999995496713 }, { "x": 2.85, "y": 0.99999996476215 }, { "x": 2.9, "y": 0.99999997236004 }, { "x": 2.95, "y": 0.99999997826843 }, { "x": 3, "y": 0.99999998287428 }, { "x": 3.05, "y": 0.99999998647339 }, { "x": 3.1, "y": 0.99999998929241 }, { "x": 3.15, "y": 0.99999999150552 }, { "x": 3.2, "y": 0.99999999324687 }, { "x": 3.25, "y": 0.99999999462006 }, { "x": 3.3, "y": 0.99999999570526 }, { "x": 3.35, "y": 0.9999999965647 }, { "x": 3.4, "y": 0.99999999724676 }, { "x": 3.45, "y": 0.99999999778915 }, { "x": 3.5, "y": 0.99999999822134 }, { "x": 3.55, "y": 0.99999999856639 }, { "x": 3.6, "y": 0.99999999884241 }, { "x": 3.65, "y": 0.99999999906361 }, { "x": 3.7, "y": 0.99999999924122 }, { "x": 3.75, "y": 0.99999999938409 }, { "x": 3.8, "y": 0.99999999949921 }, { "x": 3.85, "y": 0.99999999959214 }, { "x": 3.9, "y": 0.99999999966729 }, { "x": 3.94999999999999, "y": 0.99999999972815 }, { "x": 3.99999999999999, "y": 0.99999999977754 } ] }, { "id": 964, "curve_id": "E18.4", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Medium waste water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.60943791244422, "sigma": 0.40000000005454384, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.609, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00026439120652 }, { "x": 0.1, "y": 0.04155957087041 }, { "x": 0.15, "y": 0.23600725377115 }, { "x": 0.2, "y": 0.5 }, { "x": 0.25, "y": 0.71152962321323 }, { "x": 0.3, "y": 0.8446281526967 }, { "x": 0.35, "y": 0.91909942629937 }, { "x": 0.4, "y": 0.95844042912959 }, { "x": 0.45, "y": 0.9786854344045 }, { "x": 0.5, "y": 0.98901039106291 }, { "x": 0.55, "y": 0.99428063578088 }, { "x": 0.6, "y": 0.99698853775706 }, { "x": 0.65, "y": 0.99839375216002 }, { "x": 0.7, "y": 0.9991316268478 }, { "x": 0.75, "y": 0.99952408271969 }, { "x": 0.8, "y": 0.99973560879348 }, { "x": 0.85, "y": 0.99985115244073 }, { "x": 0.9, "y": 0.9999151090077 }, { "x": 0.95, "y": 0.99995097381986 }, { "x": 1, "y": 0.99997134174908 }, { "x": 1.05, "y": 0.99998305154298 }, { "x": 1.1, "y": 0.99998986384211 }, { "x": 1.15, "y": 0.99999387245361 }, { "x": 1.2, "y": 0.99999625731936 }, { "x": 1.25, "y": 0.99999769122533 }, { "x": 1.3, "y": 0.99999856216137 }, { "x": 1.35, "y": 0.99999909634302 }, { "x": 1.4, "y": 0.99999942706565 }, { "x": 1.45, "y": 0.99999963367663 }, { "x": 1.5, "y": 0.99999976387542 }, { "x": 1.55, "y": 0.9999998466089 }, { "x": 1.6, "y": 0.99999989960453 }, { "x": 1.65, "y": 0.99999993381461 }, { "x": 1.7, "y": 0.99999995606306 }, { "x": 1.75, "y": 0.99999997063646 }, { "x": 1.8, "y": 0.99999998024874 }, { "x": 1.85, "y": 0.99999998663123 }, { "x": 1.9, "y": 0.99999999089656 }, { "x": 1.95, "y": 0.99999999376483 }, { "x": 2, "y": 0.99999999570526 }, { "x": 2.05, "y": 0.99999999702566 }, { "x": 2.1, "y": 0.99999999792922 }, { "x": 2.15, "y": 0.99999999855091 }, { "x": 2.2, "y": 0.99999999898093 }, { "x": 2.25, "y": 0.9999999992799 }, { "x": 2.3, "y": 0.99999999948878 }, { "x": 2.35, "y": 0.99999999963543 }, { "x": 2.4, "y": 0.99999999973887 }, { "x": 2.45, "y": 0.99999999981216 }, { "x": 2.5, "y": 0.99999999986433 }, { "x": 2.55, "y": 0.99999999990161 }, { "x": 2.6, "y": 0.99999999992836 }, { "x": 2.65, "y": 0.99999999994765 }, { "x": 2.7, "y": 0.9999999999616 }, { "x": 2.75, "y": 0.99999999997173 }, { "x": 2.8, "y": 0.99999999997911 }, { "x": 2.85, "y": 0.99999999998452 }, { "x": 2.9, "y": 0.99999999998848 }, { "x": 2.95, "y": 0.99999999999141 }, { "x": 3, "y": 0.99999999999357 }, { "x": 3.05, "y": 0.99999999999517 }, { "x": 3.1, "y": 0.99999999999636 }, { "x": 3.15, "y": 0.99999999999725 }, { "x": 3.2, "y": 0.99999999999792 }, { "x": 3.25, "y": 0.99999999999842 }, { "x": 3.3, "y": 0.99999999999879 }, { "x": 3.35, "y": 0.99999999999908 }, { "x": 3.4, "y": 0.99999999999929 }, { "x": 3.45, "y": 0.99999999999946 }, { "x": 3.5, "y": 0.99999999999958 }, { "x": 3.55, "y": 0.99999999999968 }, { "x": 3.6, "y": 0.99999999999975 }, { "x": 3.65, "y": 0.99999999999981 }, { "x": 3.7, "y": 0.99999999999985 }, { "x": 3.75, "y": 0.99999999999988 }, { "x": 3.8, "y": 0.99999999999991 }, { "x": 3.85, "y": 0.99999999999993 }, { "x": 3.9, "y": 0.99999999999994 }, { "x": 3.94999999999999, "y": 0.99999999999996 }, { "x": 3.99999999999999, "y": 0.99999999999997 } ] }, { "id": 965, "curve_id": "E18.5", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Large wastewater treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -0.916290731877583, "sigma": 0.40000000002992819, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.916, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.0039547E-07 }, { "x": 0.1, "y": 0.00026439120652 }, { "x": 0.15, "y": 0.00710178956504 }, { "x": 0.2, "y": 0.04155957087041 }, { "x": 0.25, "y": 0.11999554294667 }, { "x": 0.3, "y": 0.23600725377115 }, { "x": 0.35, "y": 0.36925449497271 }, { "x": 0.4, "y": 0.5 }, { "x": 0.45, "y": 0.61579586674137 }, { "x": 0.5, "y": 0.71152962321323 }, { "x": 0.55, "y": 0.78702301824941 }, { "x": 0.6, "y": 0.8446281526967 }, { "x": 0.65, "y": 0.88758212941189 }, { "x": 0.7, "y": 0.91909942629937 }, { "x": 0.75, "y": 0.94196923504026 }, { "x": 0.8, "y": 0.95844042912959 }, { "x": 0.85, "y": 0.97024654907851 }, { "x": 0.9, "y": 0.9786854344045 }, { "x": 0.95, "y": 0.98470992482181 }, { "x": 1, "y": 0.98901039106291 }, { "x": 1.05, "y": 0.99208262508129 }, { "x": 1.1, "y": 0.99428063578088 }, { "x": 1.15, "y": 0.99585630907518 }, { "x": 1.2, "y": 0.99698853775706 }, { "x": 1.25, "y": 0.99780429883328 }, { "x": 1.3, "y": 0.99839375216002 }, { "x": 1.35, "y": 0.99882098507468 }, { "x": 1.4, "y": 0.9991316268478 }, { "x": 1.45, "y": 0.99935823206862 }, { "x": 1.5, "y": 0.99952408271969 }, { "x": 1.55, "y": 0.99964587334262 }, { "x": 1.6, "y": 0.99973560879348 }, { "x": 1.65, "y": 0.99980194726811 }, { "x": 1.7, "y": 0.99985115244073 }, { "x": 1.75, "y": 0.99988776992155 }, { "x": 1.8, "y": 0.9999151090077 }, { "x": 1.85, "y": 0.99993558666524 }, { "x": 1.9, "y": 0.99995097381986 }, { "x": 1.95, "y": 0.99996257220897 }, { "x": 2, "y": 0.99997134174908 }, { "x": 2.05, "y": 0.99997799254234 }, { "x": 2.1, "y": 0.99998305154298 }, { "x": 2.15, "y": 0.99998691101168 }, { "x": 2.2, "y": 0.99998986384211 }, { "x": 2.25, "y": 0.99999212939575 }, { "x": 2.3, "y": 0.99999387245361 }, { "x": 2.35, "y": 0.99999521716098 }, { "x": 2.4, "y": 0.99999625731936 }, { "x": 2.45, "y": 0.99999706400499 }, { "x": 2.5, "y": 0.99999769122533 }, { "x": 2.55, "y": 0.99999818013105 }, { "x": 2.6, "y": 0.99999856216137 }, { "x": 2.65, "y": 0.99999886139976 }, { "x": 2.7, "y": 0.99999909634302 }, { "x": 2.75, "y": 0.9999992812336 }, { "x": 2.8, "y": 0.99999942706565 }, { "x": 2.85, "y": 0.99999954234685 }, { "x": 2.9, "y": 0.99999963367663 }, { "x": 2.95, "y": 0.99999970618641 }, { "x": 3, "y": 0.99999976387542 }, { "x": 3.05, "y": 0.99999980986765 }, { "x": 3.1, "y": 0.9999998466089 }, { "x": 3.15, "y": 0.99999987601819 }, { "x": 3.2, "y": 0.99999989960453 }, { "x": 3.25, "y": 0.99999991855702 }, { "x": 3.3, "y": 0.99999993381461 }, { "x": 3.35, "y": 0.99999994612027 }, { "x": 3.4, "y": 0.99999995606306 }, { "x": 3.45, "y": 0.99999996411096 }, { "x": 3.5, "y": 0.99999997063646 }, { "x": 3.55, "y": 0.99999997593661 }, { "x": 3.6, "y": 0.99999998024874 }, { "x": 3.65, "y": 0.99999998376283 }, { "x": 3.7, "y": 0.99999998663123 }, { "x": 3.75, "y": 0.99999998897631 }, { "x": 3.8, "y": 0.99999999089656 }, { "x": 3.85, "y": 0.99999999247137 }, { "x": 3.9, "y": 0.99999999376483 }, { "x": 3.94999999999999, "y": 0.99999999482879 }, { "x": 3.99999999999999, "y": 0.99999999570526 } ] }, { "id": 966, "curve_id": "E18.6", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Large wastewater treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.51412773263112, "sigma": 0.40000000000700997, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.514, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00010610837732 }, { "x": 0.1, "y": 0.02435373782791 }, { "x": 0.15, "y": 0.16916235913232 }, { "x": 0.2, "y": 0.40583373074915 }, { "x": 0.25, "y": 0.62535793099292 }, { "x": 0.3, "y": 0.7809445874784 }, { "x": 0.35, "y": 0.87713106071122 }, { "x": 0.4, "y": 0.93248958789442 }, { "x": 0.45, "y": 0.96319662557578 }, { "x": 0.5, "y": 0.97993709223051 }, { "x": 0.55, "y": 0.98901039106291 }, { "x": 0.6, "y": 0.99393355098484 }, { "x": 0.65, "y": 0.99661918914242 }, { "x": 0.7, "y": 0.99809592889066 }, { "x": 0.75, "y": 0.99891569747333 }, { "x": 0.8, "y": 0.99937552848133 }, { "x": 0.85, "y": 0.99963627907727 }, { "x": 0.9, "y": 0.99978578171241 }, { "x": 0.95, "y": 0.99987245064207 }, { "x": 1, "y": 0.99992324433626 }, { "x": 1.05, "y": 0.99995333236426 }, { "x": 1.1, "y": 0.99997134174908 }, { "x": 1.15, "y": 0.99998223094076 }, { "x": 1.2, "y": 0.99998887980065 }, { "x": 1.25, "y": 0.99999297819387 }, { "x": 1.3, "y": 0.99999552769347 }, { "x": 1.35, "y": 0.99999712774117 }, { "x": 1.4, "y": 0.99999814051497 }, { "x": 1.45, "y": 0.99999878685699 }, { "x": 1.5, "y": 0.99999920262978 }, { "x": 1.55, "y": 0.99999947213778 }, { "x": 1.6, "y": 0.99999964812948 }, { "x": 1.65, "y": 0.99999976387542 }, { "x": 1.7, "y": 0.99999984052419 }, { "x": 1.75, "y": 0.99999989162036 }, { "x": 1.8, "y": 0.99999992590165 }, { "x": 1.85, "y": 0.99999994904462 }, { "x": 1.9, "y": 0.99999996476215 }, { "x": 1.95, "y": 0.9999999754988 }, { "x": 2, "y": 0.99999998287428 }, { "x": 2.05, "y": 0.99999998796846 }, { "x": 2.1, "y": 0.99999999150552 }, { "x": 2.15, "y": 0.999999993974 }, { "x": 2.2, "y": 0.99999999570526 }, { "x": 2.25, "y": 0.99999999692533 }, { "x": 2.3, "y": 0.99999999778915 }, { "x": 2.35, "y": 0.99999999840353 }, { "x": 2.4, "y": 0.99999999884241 }, { "x": 2.45, "y": 0.99999999915727 }, { "x": 2.5, "y": 0.99999999938409 }, { "x": 2.55, "y": 0.99999999954815 }, { "x": 2.6, "y": 0.99999999966729 }, { "x": 2.65, "y": 0.99999999975413 }, { "x": 2.7, "y": 0.99999999981767 }, { "x": 2.75, "y": 0.99999999986433 }, { "x": 2.8, "y": 0.99999999989871 }, { "x": 2.85, "y": 0.99999999992413 }, { "x": 2.9, "y": 0.99999999994299 }, { "x": 2.95, "y": 0.99999999995703 }, { "x": 3, "y": 0.99999999996752 }, { "x": 3.05, "y": 0.99999999997537 }, { "x": 3.1, "y": 0.99999999998127 }, { "x": 3.15, "y": 0.99999999998572 }, { "x": 3.2, "y": 0.99999999998908 }, { "x": 3.25, "y": 0.99999999999163 }, { "x": 3.3, "y": 0.99999999999357 }, { "x": 3.35, "y": 0.99999999999504 }, { "x": 3.4, "y": 0.99999999999617 }, { "x": 3.45, "y": 0.99999999999703 }, { "x": 3.5, "y": 0.9999999999977 }, { "x": 3.55, "y": 0.99999999999821 }, { "x": 3.6, "y": 0.9999999999986 }, { "x": 3.65, "y": 0.99999999999891 }, { "x": 3.7, "y": 0.99999999999914 }, { "x": 3.75, "y": 0.99999999999933 }, { "x": 3.8, "y": 0.99999999999947 }, { "x": 3.85, "y": 0.99999999999958 }, { "x": 3.9, "y": 0.99999999999967 }, { "x": 3.94999999999999, "y": 0.99999999999974 }, { "x": 3.99999999999999, "y": 0.99999999999979 } ] }, { "id": 967, "curve_id": "E2.1", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Small substation, low voltage: 34.5-150 kV", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.89711998679847, "sigma": 0.700000005920017, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.897, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.05827201160207 }, { "x": 0.1, "y": 0.28121501571666 }, { "x": 0.15, "y": 0.5 }, { "x": 0.2, "y": 0.65945434288926 }, { "x": 0.25, "y": 0.76722876626729 }, { "x": 0.3, "y": 0.83896432015355 }, { "x": 0.35, "y": 0.88694217188304 }, { "x": 0.4, "y": 0.91942056793485 }, { "x": 0.45, "y": 0.94172798839793 }, { "x": 0.5, "y": 0.95728024804404 }, { "x": 0.55, "y": 0.96828166878643 }, { "x": 0.6, "y": 0.97617185172848 }, { "x": 0.65, "y": 0.98190415573367 }, { "x": 0.7, "y": 0.98611909049992 }, { "x": 0.75, "y": 0.98925312285527 }, { "x": 0.8, "y": 0.99160775574762 }, { "x": 0.85, "y": 0.99339397065171 }, { "x": 0.9, "y": 0.99476121484398 }, { "x": 0.95, "y": 0.99581656708064 }, { "x": 1, "y": 0.99663757774092 }, { "x": 1.05, "y": 0.99728098056492 }, { "x": 1.1, "y": 0.99778867488956 }, { "x": 1.15, "y": 0.9981918806823 }, { "x": 1.2, "y": 0.998514055774 }, { "x": 1.25, "y": 0.99877296503324 }, { "x": 1.3, "y": 0.99898216223497 }, { "x": 1.35, "y": 0.99915206103992 }, { "x": 1.4, "y": 0.99929071571941 }, { "x": 1.45, "y": 0.99940439495678 }, { "x": 1.5, "y": 0.99949800684566 }, { "x": 1.55, "y": 0.99957541599442 }, { "x": 1.6, "y": 0.99963968178423 }, { "x": 1.65, "y": 0.99969323857696 }, { "x": 1.7, "y": 0.99973803287993 }, { "x": 1.75, "y": 0.99977562837875 }, { "x": 1.8, "y": 0.99980728682836 }, { "x": 1.85, "y": 0.99983403069383 }, { "x": 1.9, "y": 0.9998566919133 }, { "x": 1.95, "y": 0.99987595004843 }, { "x": 2, "y": 0.99989236227583 }, { "x": 2.05, "y": 0.99990638707302 }, { "x": 2.1, "y": 0.99991840300762 }, { "x": 2.15, "y": 0.99992872370527 }, { "x": 2.2, "y": 0.99993760982237 }, { "x": 2.25, "y": 0.99994527866043 }, { "x": 2.3, "y": 0.99995191191592 }, { "x": 2.35, "y": 0.99995766194995 }, { "x": 2.4, "y": 0.9999626568782 }, { "x": 2.45, "y": 0.99996700471726 }, { "x": 2.5, "y": 0.99997079677315 }, { "x": 2.55, "y": 0.9999741104195 }, { "x": 2.6, "y": 0.99997701138205 }, { "x": 2.65, "y": 0.99997955562294 }, { "x": 2.7, "y": 0.99998179089923 }, { "x": 2.75, "y": 0.99998375805555 }, { "x": 2.8, "y": 0.99998549209916 }, { "x": 2.85, "y": 0.9999870230963 }, { "x": 2.9, "y": 0.99998837692152 }, { "x": 2.95, "y": 0.99998957588548 }, { "x": 3, "y": 0.99999063926237 }, { "x": 3.05, "y": 0.99999158373386 }, { "x": 3.1, "y": 0.9999924237637 }, { "x": 3.15, "y": 0.99999317191451 }, { "x": 3.2, "y": 0.99999383911619 }, { "x": 3.25, "y": 0.99999443489386 }, { "x": 3.3, "y": 0.99999496756178 }, { "x": 3.35, "y": 0.99999544438866 }, { "x": 3.4, "y": 0.99999587173892 }, { "x": 3.45, "y": 0.99999625519344 }, { "x": 3.5, "y": 0.99999659965324 }, { "x": 3.55, "y": 0.99999690942832 }, { "x": 3.6, "y": 0.99999718831427 }, { "x": 3.65, "y": 0.99999743965815 }, { "x": 3.7, "y": 0.99999766641543 }, { "x": 3.75, "y": 0.99999787119915 }, { "x": 3.8, "y": 0.99999805632254 }, { "x": 3.85, "y": 0.99999822383593 }, { "x": 3.9, "y": 0.99999837555884 }, { "x": 3.94999999999999, "y": 0.99999851310787 }, { "x": 3.99999999999999, "y": 0.99999863792096 } ] }, { "id": 968, "curve_id": "E2.2", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Small substation, low voltage: 34.5-150 kV", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.04022082852657, "sigma": 0.6500000000000723, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.040, σ=0.650, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.07077849261727 }, { "x": 0.1, "y": 0.34323971531195 }, { "x": 0.15, "y": 0.5871248352981 }, { "x": 0.2, "y": 0.74625240072875 }, { "x": 0.25, "y": 0.8428020084789 }, { "x": 0.3, "y": 0.90087186754957 }, { "x": 0.35, "y": 0.93620695488731 }, { "x": 0.4, "y": 0.95810647840864 }, { "x": 0.45, "y": 0.97195449590068 }, { "x": 0.5, "y": 0.98088690154622 }, { "x": 0.55, "y": 0.98675840792547 }, { "x": 0.6, "y": 0.99068657178477 }, { "x": 0.65, "y": 0.99335790628864 }, { "x": 0.7, "y": 0.99520218736512 }, { "x": 0.75, "y": 0.99649336472177 }, { "x": 0.8, "y": 0.99740905299251 }, { "x": 0.85, "y": 0.99806625402013 }, { "x": 0.9, "y": 0.99854319399324 }, { "x": 0.95, "y": 0.99889290301686 }, { "x": 1, "y": 0.99915179774825 }, { "x": 1.05, "y": 0.99934518943471 }, { "x": 1.1, "y": 0.99949086999058 }, { "x": 1.15, "y": 0.9996014785257 }, { "x": 1.2, "y": 0.99968608302684 }, { "x": 1.25, "y": 0.99975125017941 }, { "x": 1.3, "y": 0.99980177715195 }, { "x": 1.35, "y": 0.99984119748119 }, { "x": 1.4, "y": 0.99987213430126 }, { "x": 1.45, "y": 0.99989654931926 }, { "x": 1.5, "y": 0.99991591987945 }, { "x": 1.55, "y": 0.99993136595413 }, { "x": 1.6, "y": 0.99994374195444 }, { "x": 1.65, "y": 0.99995370361372 }, { "x": 1.7, "y": 0.99996175706499 }, { "x": 1.75, "y": 0.99996829510178 }, { "x": 1.8, "y": 0.99997362414559 }, { "x": 1.85, "y": 0.99997798442785 }, { "x": 1.9, "y": 0.99998156518424 }, { "x": 1.95, "y": 0.99998451615956 }, { "x": 2, "y": 0.9999869563669 }, { "x": 2.05, "y": 0.99998898079132 }, { "x": 2.1, "y": 0.9999906655464 }, { "x": 2.15, "y": 0.99999207185971 }, { "x": 2.2, "y": 0.99999324916773 }, { "x": 2.25, "y": 0.99999423752971 }, { "x": 2.3, "y": 0.99999506951857 }, { "x": 2.35, "y": 0.99999577170826 }, { "x": 2.4, "y": 0.99999636584834 }, { "x": 2.45, "y": 0.99999686979508 }, { "x": 2.5, "y": 0.99999729825245 }, { "x": 2.55, "y": 0.99999766336368 }, { "x": 2.6, "y": 0.99999797518547 }, { "x": 2.65, "y": 0.99999824206908 }, { "x": 2.7, "y": 0.99999847096785 }, { "x": 2.75, "y": 0.99999866768594 }, { "x": 2.8, "y": 0.99999883708026 }, { "x": 2.85, "y": 0.99999898322485 }, { "x": 2.9, "y": 0.99999910954497 }, { "x": 2.95, "y": 0.99999921892698 }, { "x": 3, "y": 0.99999931380847 }, { "x": 3.05, "y": 0.99999939625242 }, { "x": 3.1, "y": 0.9999994680084 }, { "x": 3.15, "y": 0.99999953056321 }, { "x": 3.2, "y": 0.99999958518279 }, { "x": 3.25, "y": 0.99999963294714 }, { "x": 3.3, "y": 0.9999996747793 }, { "x": 3.35, "y": 0.99999971146965 }, { "x": 3.4, "y": 0.99999974369614 }, { "x": 3.45, "y": 0.99999977204129 }, { "x": 3.5, "y": 0.99999979700649 }, { "x": 3.55, "y": 0.99999981902399 }, { "x": 3.6, "y": 0.99999983846702 }, { "x": 3.65, "y": 0.9999998556584 }, { "x": 3.7, "y": 0.99999987087774 }, { "x": 3.75, "y": 0.99999988436757 }, { "x": 3.8, "y": 0.99999989633863 }, { "x": 3.85, "y": 0.99999990697421 }, { "x": 3.9, "y": 0.99999991643405 }, { "x": 3.94999999999999, "y": 0.99999992485746 }, { "x": 3.99999999999999, "y": 0.99999993236615 } ] }, { "id": 969, "curve_id": "E2.3", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Medium substation, medium voltage: 150-350 kV", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.89711998488589, "sigma": 0.60000000000005893, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.897, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.03354874307192 }, { "x": 0.1, "y": 0.24959169760424 }, { "x": 0.15, "y": 0.5 }, { "x": 0.2, "y": 0.6841978902244 }, { "x": 0.25, "y": 0.80271975135509 }, { "x": 0.3, "y": 0.87600500574714 }, { "x": 0.35, "y": 0.92104902872144 }, { "x": 0.4, "y": 0.94894564095342 }, { "x": 0.45, "y": 0.96645125692808 }, { "x": 0.5, "y": 0.97760500137522 }, { "x": 0.55, "y": 0.9848242075297 }, { "x": 0.6, "y": 0.98956949587352 }, { "x": 0.65, "y": 0.99273517503885 }, { "x": 0.7, "y": 0.99487690720347 }, { "x": 0.75, "y": 0.99634516190031 }, { "x": 0.8, "y": 0.99736427819419 }, { "x": 0.85, "y": 0.99807992014495 }, { "x": 0.9, "y": 0.99858796460795 }, { "x": 0.95, "y": 0.99895233921229 }, { "x": 1, "y": 0.99921619331312 }, { "x": 1.05, "y": 0.99940898988894 }, { "x": 1.1, "y": 0.99955106725699 }, { "x": 1.15, "y": 0.9996566102745 }, { "x": 1.2, "y": 0.99973560879348 }, { "x": 1.25, "y": 0.99979516327729 }, { "x": 1.3, "y": 0.99984036461388 }, { "x": 1.35, "y": 0.9998748930809 }, { "x": 1.4, "y": 0.9999014300877 }, { "x": 1.45, "y": 0.99992194383633 }, { "x": 1.5, "y": 0.99993788925315 }, { "x": 1.55, "y": 0.99995034909039 }, { "x": 1.6, "y": 0.99996013430188 }, { "x": 1.65, "y": 0.99996785598987 }, { "x": 1.7, "y": 0.99997397734803 }, { "x": 1.75, "y": 0.99997885142184 }, { "x": 1.8, "y": 0.99998274874011 }, { "x": 1.85, "y": 0.99998587766239 }, { "x": 1.9, "y": 0.99998839945315 }, { "x": 1.95, "y": 0.99999043951407 }, { "x": 2, "y": 0.99999209580017 }, { "x": 2.05, "y": 0.99999344515942 }, { "x": 2.1, "y": 0.9999945481328 }, { "x": 2.15, "y": 0.99999545260641 }, { "x": 2.2, "y": 0.99999619660358 }, { "x": 2.25, "y": 0.99999681042897 }, { "x": 2.3, "y": 0.99999731832256 }, { "x": 2.35, "y": 0.9999977397408 }, { "x": 2.4, "y": 0.9999980903531 }, { "x": 2.45, "y": 0.99999838281993 }, { "x": 2.5, "y": 0.99999862740285 }, { "x": 2.55, "y": 0.9999988324443 }, { "x": 2.6, "y": 0.99999900474651 }, { "x": 2.65, "y": 0.99999914987172 }, { "x": 2.7, "y": 0.9999992723808 }, { "x": 2.75, "y": 0.99999937602356 }, { "x": 2.8, "y": 0.99999946389101 }, { "x": 2.85, "y": 0.99999953853757 }, { "x": 2.9, "y": 0.99999960207941 }, { "x": 2.95, "y": 0.99999965627379 }, { "x": 3, "y": 0.99999970258337 }, { "x": 3.05, "y": 0.99999974222831 }, { "x": 3.1, "y": 0.99999977622874 }, { "x": 3.15, "y": 0.99999980543935 }, { "x": 3.2, "y": 0.99999983057774 }, { "x": 3.25, "y": 0.99999985224762 }, { "x": 3.3, "y": 0.99999987095789 }, { "x": 3.35, "y": 0.99999988713835 }, { "x": 3.4, "y": 0.9999999011527 }, { "x": 3.45, "y": 0.99999991330924 }, { "x": 3.5, "y": 0.99999992386982 }, { "x": 3.55, "y": 0.99999993305716 }, { "x": 3.6, "y": 0.9999999410611 }, { "x": 3.65, "y": 0.99999994804368 }, { "x": 3.7, "y": 0.99999995414341 }, { "x": 3.75, "y": 0.99999995947896 }, { "x": 3.8, "y": 0.99999996415206 }, { "x": 3.85, "y": 0.99999996825013 }, { "x": 3.9, "y": 0.99999997184837 }, { "x": 3.94999999999999, "y": 0.99999997501155 }, { "x": 3.99999999999999, "y": 0.99999997779558 } ] }, { "id": 970, "curve_id": "E2.4", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Medium substation, medium voltage: 150-350 kV", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.30258509302816, "sigma": 0.6000000001553214, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.303, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.12399499425286 }, { "x": 0.1, "y": 0.5 }, { "x": 0.15, "y": 0.75040830239576 }, { "x": 0.2, "y": 0.87600500574714 }, { "x": 0.25, "y": 0.93663829354316 }, { "x": 0.3, "y": 0.96645125692808 }, { "x": 0.35, "y": 0.98159829877003 }, { "x": 0.4, "y": 0.98956949587352 }, { "x": 0.45, "y": 0.99390844402476 }, { "x": 0.5, "y": 0.99634516190031 }, { "x": 0.55, "y": 0.99775312411309 }, { "x": 0.6, "y": 0.99858796460795 }, { "x": 0.65, "y": 0.99909473214614 }, { "x": 0.7, "y": 0.99940898988894 }, { "x": 0.75, "y": 0.99960770069827 }, { "x": 0.8, "y": 0.99973560879348 }, { "x": 0.85, "y": 0.99981930057331 }, { "x": 0.9, "y": 0.9998748930809 }, { "x": 0.95, "y": 0.99991233879559 }, { "x": 1, "y": 0.99993788925315 }, { "x": 1.05, "y": 0.99995553383636 }, { "x": 1.1, "y": 0.99996785598987 }, { "x": 1.15, "y": 0.99997655172181 }, { "x": 1.2, "y": 0.99998274874011 }, { "x": 1.25, "y": 0.99998720588139 }, { "x": 1.3, "y": 0.99999043951407 }, { "x": 1.35, "y": 0.99999280472726 }, { "x": 1.4, "y": 0.9999945481328 }, { "x": 1.45, "y": 0.99999584261106 }, { "x": 1.5, "y": 0.99999681042897 }, { "x": 1.55, "y": 0.99999753878305 }, { "x": 1.6, "y": 0.9999980903531 }, { "x": 1.65, "y": 0.99999851053538 }, { "x": 1.7, "y": 0.9999988324443 }, { "x": 1.75, "y": 0.99999908040016 }, { "x": 1.8, "y": 0.9999992723808 }, { "x": 1.85, "y": 0.99999942175822 }, { "x": 1.9, "y": 0.99999953853757 }, { "x": 1.95, "y": 0.99999963024738 }, { "x": 2, "y": 0.99999970258337 }, { "x": 2.05, "y": 0.99999975987715 }, { "x": 2.1, "y": 0.99999980543935 }, { "x": 2.15, "y": 0.99999984181242 }, { "x": 2.2, "y": 0.99999987095789 }, { "x": 2.25, "y": 0.99999989439584 }, { "x": 2.3, "y": 0.99999991330924 }, { "x": 2.35, "y": 0.99999992862257 }, { "x": 2.4, "y": 0.9999999410611 }, { "x": 2.45, "y": 0.99999995119606 }, { "x": 2.5, "y": 0.99999995947896 }, { "x": 2.55, "y": 0.99999996626801 }, { "x": 2.6, "y": 0.99999997184837 }, { "x": 2.65, "y": 0.99999997644778 }, { "x": 2.7, "y": 0.99999998024874 }, { "x": 2.75, "y": 0.99999998339794 }, { "x": 2.8, "y": 0.99999998601367 }, { "x": 2.85, "y": 0.99999998819155 }, { "x": 2.9, "y": 0.99999999000916 }, { "x": 2.95, "y": 0.99999999152955 }, { "x": 3, "y": 0.99999999280416 }, { "x": 3.05, "y": 0.99999999387504 }, { "x": 3.1, "y": 0.99999999477664 }, { "x": 3.15, "y": 0.99999999553728 }, { "x": 3.2, "y": 0.99999999618027 }, { "x": 3.25, "y": 0.99999999672488 }, { "x": 3.3, "y": 0.99999999718702 }, { "x": 3.35, "y": 0.99999999757991 }, { "x": 3.4, "y": 0.99999999791453 }, { "x": 3.45, "y": 0.99999999820002 }, { "x": 3.5, "y": 0.99999999844402 }, { "x": 3.55, "y": 0.99999999865289 }, { "x": 3.6, "y": 0.999999998832 }, { "x": 3.65, "y": 0.99999999898583 }, { "x": 3.7, "y": 0.99999999911815 }, { "x": 3.75, "y": 0.99999999923214 }, { "x": 3.8, "y": 0.99999999933049 }, { "x": 3.85, "y": 0.99999999941547 }, { "x": 3.9, "y": 0.999999999489 }, { "x": 3.94999999999999, "y": 0.99999999955271 }, { "x": 3.99999999999999, "y": 0.999999999608 } ] }, { "id": 971, "curve_id": "E2.5", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Large substation, high voltage: >350 kV", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.20727491503858, "sigma": 0.50000000973031633, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.207, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.05740757443538 }, { "x": 0.1, "y": 0.42441151900585 }, { "x": 0.15, "y": 0.73247309655775 }, { "x": 0.2, "y": 0.88408809962101 }, { "x": 0.25, "y": 0.94970096742297 }, { "x": 0.3, "y": 0.97760408906404 }, { "x": 0.35, "y": 0.98969094996446 }, { "x": 0.4, "y": 0.99508807048943 }, { "x": 0.45, "y": 0.9975803037404 }, { "x": 0.5, "y": 0.99877014971776 }, { "x": 0.55, "y": 0.99935652898709 }, { "x": 0.6, "y": 0.99965421380681 }, { "x": 0.65, "y": 0.99980955618043 }, { "x": 0.7, "y": 0.99989270884678 }, { "x": 0.75, "y": 0.99993827847481 }, { "x": 0.8, "y": 0.99996380075339 }, { "x": 0.85, "y": 0.99997838591171 }, { "x": 0.9, "y": 0.99998687812647 }, { "x": 0.95, "y": 0.99999190943289 }, { "x": 1, "y": 0.99999493897993 }, { "x": 1.05, "y": 0.99999679101087 }, { "x": 1.1, "y": 0.9999979393566 }, { "x": 1.15, "y": 0.9999986609127 }, { "x": 1.2, "y": 0.9999991199988 }, { "x": 1.25, "y": 0.99999941554743 }, { "x": 1.3, "y": 0.99999960793893 }, { "x": 1.35, "y": 0.99999973450011 }, { "x": 1.4, "y": 0.99999981858736 }, { "x": 1.45, "y": 0.99999987498373 }, { "x": 1.5, "y": 0.99999991314807 }, { "x": 1.55, "y": 0.99999993919517 }, { "x": 1.6, "y": 0.99999995711688 }, { "x": 1.65, "y": 0.99999996954355 }, { "x": 1.7, "y": 0.99999997822381 }, { "x": 1.75, "y": 0.99999998433002 }, { "x": 1.8, "y": 0.99999998865457 }, { "x": 1.85, "y": 0.99999999173715 }, { "x": 1.9, "y": 0.9999999939481 }, { "x": 1.95, "y": 0.99999999554333 }, { "x": 2, "y": 0.99999999670091 }, { "x": 2.05, "y": 0.99999999754552 }, { "x": 2.1, "y": 0.99999999816506 }, { "x": 2.15, "y": 0.99999999862181 }, { "x": 2.2, "y": 0.9999999989602 }, { "x": 2.25, "y": 0.9999999992121 }, { "x": 2.3, "y": 0.99999999940047 }, { "x": 2.35, "y": 0.99999999954195 }, { "x": 2.4, "y": 0.99999999964867 }, { "x": 2.45, "y": 0.9999999997295 }, { "x": 2.5, "y": 0.99999999979097 }, { "x": 2.55, "y": 0.9999999998379 }, { "x": 2.6, "y": 0.99999999987385 }, { "x": 2.65, "y": 0.9999999999015 }, { "x": 2.7, "y": 0.99999999992285 }, { "x": 2.75, "y": 0.99999999993937 }, { "x": 2.8, "y": 0.99999999995221 }, { "x": 2.85, "y": 0.99999999996222 }, { "x": 2.9, "y": 0.99999999997005 }, { "x": 2.95, "y": 0.99999999997618 }, { "x": 3, "y": 0.99999999998101 }, { "x": 3.05, "y": 0.99999999998482 }, { "x": 3.1, "y": 0.99999999998784 }, { "x": 3.15, "y": 0.99999999999023 }, { "x": 3.2, "y": 0.99999999999213 }, { "x": 3.25, "y": 0.99999999999364 }, { "x": 3.3, "y": 0.99999999999486 }, { "x": 3.35, "y": 0.99999999999583 }, { "x": 3.4, "y": 0.99999999999661 }, { "x": 3.45, "y": 0.99999999999724 }, { "x": 3.5, "y": 0.99999999999774 }, { "x": 3.55, "y": 0.99999999999815 }, { "x": 3.6, "y": 0.99999999999849 }, { "x": 3.65, "y": 0.99999999999876 }, { "x": 3.7, "y": 0.99999999999898 }, { "x": 3.75, "y": 0.99999999999916 }, { "x": 3.8, "y": 0.9999999999993 }, { "x": 3.85, "y": 0.99999999999942 }, { "x": 3.9, "y": 0.99999999999952 }, { "x": 3.94999999999999, "y": 0.9999999999996 }, { "x": 3.99999999999999, "y": 0.99999999999967 } ] }, { "id": 972, "curve_id": "E2.6", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Large substation, high voltage: >350 kV", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.40794560865187, "sigma": 0.50000000000001, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.408, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.11988270913538 }, { "x": 0.1, "y": 0.58344751877101 }, { "x": 0.15, "y": 0.84652700343527 }, { "x": 0.2, "y": 0.94486886191593 }, { "x": 0.25, "y": 0.97948874861624 }, { "x": 0.3, "y": 0.99197871454401 }, { "x": 0.35, "y": 0.99669866778244 }, { "x": 0.4, "y": 0.99857425376114 }, { "x": 0.45, "y": 0.99935652898709 }, { "x": 0.5, "y": 0.99969776067672 }, { "x": 0.55, "y": 0.99985282210005 }, { "x": 0.6, "y": 0.99992595180362 }, { "x": 0.65, "y": 0.99996162454992 }, { "x": 0.7, "y": 0.99997956815842 }, { "x": 0.75, "y": 0.9999888502232 }, { "x": 0.8, "y": 0.99999377640078 }, { "x": 0.85, "y": 0.99999645308098 }, { "x": 0.9, "y": 0.9999979393566 }, { "x": 0.95, "y": 0.99999878134297 }, { "x": 1, "y": 0.99999926727827 }, { "x": 1.05, "y": 0.99999955261138 }, { "x": 1.1, "y": 0.99999972287335 }, { "x": 1.15, "y": 0.99999982601103 }, { "x": 1.2, "y": 0.9999998893744 }, { "x": 1.25, "y": 0.9999999288207 }, { "x": 1.3, "y": 0.99999995368532 }, { "x": 1.35, "y": 0.99999996954355 }, { "x": 1.4, "y": 0.99999997977041 }, { "x": 1.45, "y": 0.99999998643519 }, { "x": 1.5, "y": 0.99999999082197 }, { "x": 1.55, "y": 0.99999999373674 }, { "x": 1.6, "y": 0.99999999569089 }, { "x": 1.65, "y": 0.99999999701225 }, { "x": 1.7, "y": 0.99999999791302 }, { "x": 1.75, "y": 0.99999999853187 }, { "x": 1.8, "y": 0.9999999989602 }, { "x": 1.85, "y": 0.99999999925878 }, { "x": 1.9, "y": 0.99999999946833 }, { "x": 1.95, "y": 0.99999999961635 }, { "x": 2, "y": 0.99999999972158 }, { "x": 2.05, "y": 0.99999999979683 }, { "x": 2.1, "y": 0.99999999985095 }, { "x": 2.15, "y": 0.9999999998901 }, { "x": 2.2, "y": 0.99999999991857 }, { "x": 2.25, "y": 0.99999999993937 }, { "x": 2.3, "y": 0.99999999995466 }, { "x": 2.35, "y": 0.99999999996594 }, { "x": 2.4, "y": 0.9999999999743 }, { "x": 2.45, "y": 0.99999999998053 }, { "x": 2.5, "y": 0.99999999998519 }, { "x": 2.55, "y": 0.99999999998869 }, { "x": 2.6, "y": 0.99999999999134 }, { "x": 2.65, "y": 0.99999999999334 }, { "x": 2.7, "y": 0.99999999999486 }, { "x": 2.75, "y": 0.99999999999602 }, { "x": 2.8, "y": 0.9999999999969 }, { "x": 2.85, "y": 0.99999999999759 }, { "x": 2.9, "y": 0.99999999999811 }, { "x": 2.95, "y": 0.99999999999852 }, { "x": 3, "y": 0.99999999999883 }, { "x": 3.05, "y": 0.99999999999908 }, { "x": 3.1, "y": 0.99999999999927 }, { "x": 3.15, "y": 0.99999999999942 }, { "x": 3.2, "y": 0.99999999999954 }, { "x": 3.25, "y": 0.99999999999963 }, { "x": 3.3, "y": 0.99999999999971 }, { "x": 3.35, "y": 0.99999999999977 }, { "x": 3.4, "y": 0.99999999999981 }, { "x": 3.45, "y": 0.99999999999985 }, { "x": 3.5, "y": 0.99999999999988 }, { "x": 3.55, "y": 0.9999999999999 }, { "x": 3.6, "y": 0.99999999999992 }, { "x": 3.65, "y": 0.99999999999993 }, { "x": 3.7, "y": 0.99999999999995 }, { "x": 3.75, "y": 0.99999999999996 }, { "x": 3.8, "y": 0.99999999999996 }, { "x": 3.85, "y": 0.99999999999997 }, { "x": 3.9, "y": 0.99999999999998 }, { "x": 3.94999999999999, "y": 0.99999999999998 }, { "x": 3.99999999999999, "y": 0.99999999999998 } ] }, { "id": 973, "curve_id": "E2.7", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Large substation. high voltage: 500 - 1,100 kV", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "slight", "source_data_type": "figure_given", "mu": -2.20727491503858, "sigma": 0.50000000973031633, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.207, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.05740757443538 }, { "x": 0.1, "y": 0.42441151900585 }, { "x": 0.15, "y": 0.73247309655775 }, { "x": 0.2, "y": 0.88408809962101 }, { "x": 0.25, "y": 0.94970096742297 }, { "x": 0.3, "y": 0.97760408906404 }, { "x": 0.35, "y": 0.98969094996446 }, { "x": 0.4, "y": 0.99508807048943 }, { "x": 0.45, "y": 0.9975803037404 }, { "x": 0.5, "y": 0.99877014971776 }, { "x": 0.55, "y": 0.99935652898709 }, { "x": 0.6, "y": 0.99965421380681 }, { "x": 0.65, "y": 0.99980955618043 }, { "x": 0.7, "y": 0.99989270884678 }, { "x": 0.75, "y": 0.99993827847481 }, { "x": 0.8, "y": 0.99996380075339 }, { "x": 0.85, "y": 0.99997838591171 }, { "x": 0.9, "y": 0.99998687812647 }, { "x": 0.95, "y": 0.99999190943289 }, { "x": 1, "y": 0.99999493897993 }, { "x": 1.05, "y": 0.99999679101087 }, { "x": 1.1, "y": 0.9999979393566 }, { "x": 1.15, "y": 0.9999986609127 }, { "x": 1.2, "y": 0.9999991199988 }, { "x": 1.25, "y": 0.99999941554743 }, { "x": 1.3, "y": 0.99999960793893 }, { "x": 1.35, "y": 0.99999973450011 }, { "x": 1.4, "y": 0.99999981858736 }, { "x": 1.45, "y": 0.99999987498373 }, { "x": 1.5, "y": 0.99999991314807 }, { "x": 1.55, "y": 0.99999993919517 }, { "x": 1.6, "y": 0.99999995711688 }, { "x": 1.65, "y": 0.99999996954355 }, { "x": 1.7, "y": 0.99999997822381 }, { "x": 1.75, "y": 0.99999998433002 }, { "x": 1.8, "y": 0.99999998865457 }, { "x": 1.85, "y": 0.99999999173715 }, { "x": 1.9, "y": 0.9999999939481 }, { "x": 1.95, "y": 0.99999999554333 }, { "x": 2, "y": 0.99999999670091 }, { "x": 2.05, "y": 0.99999999754552 }, { "x": 2.1, "y": 0.99999999816506 }, { "x": 2.15, "y": 0.99999999862181 }, { "x": 2.2, "y": 0.9999999989602 }, { "x": 2.25, "y": 0.9999999992121 }, { "x": 2.3, "y": 0.99999999940047 }, { "x": 2.35, "y": 0.99999999954195 }, { "x": 2.4, "y": 0.99999999964867 }, { "x": 2.45, "y": 0.9999999997295 }, { "x": 2.5, "y": 0.99999999979097 }, { "x": 2.55, "y": 0.9999999998379 }, { "x": 2.6, "y": 0.99999999987385 }, { "x": 2.65, "y": 0.9999999999015 }, { "x": 2.7, "y": 0.99999999992285 }, { "x": 2.75, "y": 0.99999999993937 }, { "x": 2.8, "y": 0.99999999995221 }, { "x": 2.85, "y": 0.99999999996222 }, { "x": 2.9, "y": 0.99999999997005 }, { "x": 2.95, "y": 0.99999999997618 }, { "x": 3, "y": 0.99999999998101 }, { "x": 3.05, "y": 0.99999999998482 }, { "x": 3.1, "y": 0.99999999998784 }, { "x": 3.15, "y": 0.99999999999023 }, { "x": 3.2, "y": 0.99999999999213 }, { "x": 3.25, "y": 0.99999999999364 }, { "x": 3.3, "y": 0.99999999999486 }, { "x": 3.35, "y": 0.99999999999583 }, { "x": 3.4, "y": 0.99999999999661 }, { "x": 3.45, "y": 0.99999999999724 }, { "x": 3.5, "y": 0.99999999999774 }, { "x": 3.55, "y": 0.99999999999815 }, { "x": 3.6, "y": 0.99999999999849 }, { "x": 3.65, "y": 0.99999999999876 }, { "x": 3.7, "y": 0.99999999999898 }, { "x": 3.75, "y": 0.99999999999916 }, { "x": 3.8, "y": 0.9999999999993 }, { "x": 3.85, "y": 0.99999999999942 }, { "x": 3.9, "y": 0.99999999999952 }, { "x": 3.94999999999999, "y": 0.9999999999996 }, { "x": 3.99999999999999, "y": 0.99999999999967 } ] }, { "id": 974, "curve_id": "E2.8", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Large substation. high voltage: 500 - 1,100 kV", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "figure_given", "mu": -2.59026716544583, "sigma": 0.500000000000032, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.590, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.20870287338447 }, { "x": 0.1, "y": 0.71747747601406 }, { "x": 0.15, "y": 0.9171714809983 }, { "x": 0.2, "y": 0.97509887210108 }, { "x": 0.25, "y": 0.99197871454401 }, { "x": 0.3, "y": 0.99721938213769 }, { "x": 0.35, "y": 0.99896808589232 }, { "x": 0.4, "y": 0.99959294572145 }, { "x": 0.45, "y": 0.99983050191355 }, { "x": 0.5, "y": 0.99992595180362 }, { "x": 0.55, "y": 0.99996624008587 }, { "x": 0.6, "y": 0.99998400962348 }, { "x": 0.65, "y": 0.99999216199234 }, { "x": 0.7, "y": 0.9999960372103 }, { "x": 0.75, "y": 0.9999979393566 }, { "x": 0.8, "y": 0.99999890065204 }, { "x": 0.85, "y": 0.99999939957254 }, { "x": 0.9, "y": 0.999999664913 }, { "x": 0.95, "y": 0.9999998092332 }, { "x": 1, "y": 0.9999998893744 }, { "x": 1.05, "y": 0.9999999347401 }, { "x": 1.1, "y": 0.99999996088297 }, { "x": 1.15, "y": 0.99999997620108 }, { "x": 1.2, "y": 0.99999998531719 }, { "x": 1.25, "y": 0.99999999082197 }, { "x": 1.3, "y": 0.99999999419182 }, { "x": 1.35, "y": 0.99999999628144 }, { "x": 1.4, "y": 0.99999999759302 }, { "x": 1.45, "y": 0.99999999842574 }, { "x": 1.5, "y": 0.9999999989602 }, { "x": 1.55, "y": 0.99999999930677 }, { "x": 1.6, "y": 0.99999999953371 }, { "x": 1.65, "y": 0.9999999996837 }, { "x": 1.7, "y": 0.99999999978371 }, { "x": 1.75, "y": 0.99999999985095 }, { "x": 1.8, "y": 0.99999999989654 }, { "x": 1.85, "y": 0.99999999992767 }, { "x": 1.9, "y": 0.9999999999491 }, { "x": 1.95, "y": 0.99999999996394 }, { "x": 2, "y": 0.9999999999743 }, { "x": 2.05, "y": 0.99999999998157 }, { "x": 2.1, "y": 0.99999999998671 }, { "x": 2.15, "y": 0.99999999999037 }, { "x": 2.2, "y": 0.99999999999298 }, { "x": 2.25, "y": 0.99999999999486 }, { "x": 2.3, "y": 0.99999999999621 }, { "x": 2.35, "y": 0.9999999999972 }, { "x": 2.4, "y": 0.99999999999792 }, { "x": 2.45, "y": 0.99999999999845 }, { "x": 2.5, "y": 0.99999999999883 }, { "x": 2.55, "y": 0.99999999999912 }, { "x": 2.6, "y": 0.99999999999934 }, { "x": 2.65, "y": 0.9999999999995 }, { "x": 2.7, "y": 0.99999999999962 }, { "x": 2.75, "y": 0.99999999999971 }, { "x": 2.8, "y": 0.99999999999978 }, { "x": 2.85, "y": 0.99999999999983 }, { "x": 2.9, "y": 0.99999999999987 }, { "x": 2.95, "y": 0.9999999999999 }, { "x": 3, "y": 0.99999999999992 }, { "x": 3.05, "y": 0.99999999999994 }, { "x": 3.1, "y": 0.99999999999995 }, { "x": 3.15, "y": 0.99999999999996 }, { "x": 3.2, "y": 0.99999999999997 }, { "x": 3.25, "y": 0.99999999999998 }, { "x": 3.3, "y": 0.99999999999998 }, { "x": 3.35, "y": 0.99999999999999 }, { "x": 3.4, "y": 0.99999999999999 }, { "x": 3.45, "y": 0.99999999999999 }, { "x": 3.5, "y": 0.99999999999999 }, { "x": 3.55, "y": 0.99999999999999 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 975, "curve_id": "E2.9", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Small substation", "ci_detail": "Unanchored/standard components", "source_type": "Peer-reviewed", "source_abbrev": "Omidvar et al. (2017)", "source_detail": "Omidvar, B., Azizi, R., and Abdollahi, Y.: Seismic Risk Assessment of Power Substations, Environmental Energy and Economic Research, 1, 43–60, https://doi.org/10.22097/eeer.2017.46456, 2017.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.89711998488589, "sigma": 0.60000000000005893, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.897, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "0", "geography": "Europe", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.03354874307192 }, { "x": 0.1, "y": 0.24959169760424 }, { "x": 0.15, "y": 0.5 }, { "x": 0.2, "y": 0.6841978902244 }, { "x": 0.25, "y": 0.80271975135509 }, { "x": 0.3, "y": 0.87600500574714 }, { "x": 0.35, "y": 0.92104902872144 }, { "x": 0.4, "y": 0.94894564095342 }, { "x": 0.45, "y": 0.96645125692808 }, { "x": 0.5, "y": 0.97760500137522 }, { "x": 0.55, "y": 0.9848242075297 }, { "x": 0.6, "y": 0.98956949587352 }, { "x": 0.65, "y": 0.99273517503885 }, { "x": 0.7, "y": 0.99487690720347 }, { "x": 0.75, "y": 0.99634516190031 }, { "x": 0.8, "y": 0.99736427819419 }, { "x": 0.85, "y": 0.99807992014495 }, { "x": 0.9, "y": 0.99858796460795 }, { "x": 0.95, "y": 0.99895233921229 }, { "x": 1, "y": 0.99921619331312 }, { "x": 1.05, "y": 0.99940898988894 }, { "x": 1.1, "y": 0.99955106725699 }, { "x": 1.15, "y": 0.9996566102745 }, { "x": 1.2, "y": 0.99973560879348 }, { "x": 1.25, "y": 0.99979516327729 }, { "x": 1.3, "y": 0.99984036461388 }, { "x": 1.35, "y": 0.9998748930809 }, { "x": 1.4, "y": 0.9999014300877 }, { "x": 1.45, "y": 0.99992194383633 }, { "x": 1.5, "y": 0.99993788925315 }, { "x": 1.55, "y": 0.99995034909039 }, { "x": 1.6, "y": 0.99996013430188 }, { "x": 1.65, "y": 0.99996785598987 }, { "x": 1.7, "y": 0.99997397734803 }, { "x": 1.75, "y": 0.99997885142184 }, { "x": 1.8, "y": 0.99998274874011 }, { "x": 1.85, "y": 0.99998587766239 }, { "x": 1.9, "y": 0.99998839945315 }, { "x": 1.95, "y": 0.99999043951407 }, { "x": 2, "y": 0.99999209580017 }, { "x": 2.05, "y": 0.99999344515942 }, { "x": 2.1, "y": 0.9999945481328 }, { "x": 2.15, "y": 0.99999545260641 }, { "x": 2.2, "y": 0.99999619660358 }, { "x": 2.25, "y": 0.99999681042897 }, { "x": 2.3, "y": 0.99999731832256 }, { "x": 2.35, "y": 0.9999977397408 }, { "x": 2.4, "y": 0.9999980903531 }, { "x": 2.45, "y": 0.99999838281993 }, { "x": 2.5, "y": 0.99999862740285 }, { "x": 2.55, "y": 0.9999988324443 }, { "x": 2.6, "y": 0.99999900474651 }, { "x": 2.65, "y": 0.99999914987172 }, { "x": 2.7, "y": 0.9999992723808 }, { "x": 2.75, "y": 0.99999937602356 }, { "x": 2.8, "y": 0.99999946389101 }, { "x": 2.85, "y": 0.99999953853757 }, { "x": 2.9, "y": 0.99999960207941 }, { "x": 2.95, "y": 0.99999965627379 }, { "x": 3, "y": 0.99999970258337 }, { "x": 3.05, "y": 0.99999974222831 }, { "x": 3.1, "y": 0.99999977622874 }, { "x": 3.15, "y": 0.99999980543935 }, { "x": 3.2, "y": 0.99999983057774 }, { "x": 3.25, "y": 0.99999985224762 }, { "x": 3.3, "y": 0.99999987095789 }, { "x": 3.35, "y": 0.99999988713835 }, { "x": 3.4, "y": 0.9999999011527 }, { "x": 3.45, "y": 0.99999991330924 }, { "x": 3.5, "y": 0.99999992386982 }, { "x": 3.55, "y": 0.99999993305716 }, { "x": 3.6, "y": 0.9999999410611 }, { "x": 3.65, "y": 0.99999994804368 }, { "x": 3.7, "y": 0.99999995414341 }, { "x": 3.75, "y": 0.99999995947896 }, { "x": 3.8, "y": 0.99999996415206 }, { "x": 3.85, "y": 0.99999996825013 }, { "x": 3.9, "y": 0.99999997184837 }, { "x": 3.94999999999999, "y": 0.99999997501155 }, { "x": 3.99999999999999, "y": 0.99999997779558 } ] }, { "id": 976, "curve_id": "E20.1", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Small lift station", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.89711998679847, "sigma": 0.700000005920017, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.897, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.05827201160207 }, { "x": 0.1, "y": 0.28121501571666 }, { "x": 0.15, "y": 0.5 }, { "x": 0.2, "y": 0.65945434288926 }, { "x": 0.25, "y": 0.76722876626729 }, { "x": 0.3, "y": 0.83896432015355 }, { "x": 0.35, "y": 0.88694217188304 }, { "x": 0.4, "y": 0.91942056793485 }, { "x": 0.45, "y": 0.94172798839793 }, { "x": 0.5, "y": 0.95728024804404 }, { "x": 0.55, "y": 0.96828166878643 }, { "x": 0.6, "y": 0.97617185172848 }, { "x": 0.65, "y": 0.98190415573367 }, { "x": 0.7, "y": 0.98611909049992 }, { "x": 0.75, "y": 0.98925312285527 }, { "x": 0.8, "y": 0.99160775574762 }, { "x": 0.85, "y": 0.99339397065171 }, { "x": 0.9, "y": 0.99476121484398 }, { "x": 0.95, "y": 0.99581656708064 }, { "x": 1, "y": 0.99663757774092 }, { "x": 1.05, "y": 0.99728098056492 }, { "x": 1.1, "y": 0.99778867488956 }, { "x": 1.15, "y": 0.9981918806823 }, { "x": 1.2, "y": 0.998514055774 }, { "x": 1.25, "y": 0.99877296503324 }, { "x": 1.3, "y": 0.99898216223497 }, { "x": 1.35, "y": 0.99915206103992 }, { "x": 1.4, "y": 0.99929071571941 }, { "x": 1.45, "y": 0.99940439495678 }, { "x": 1.5, "y": 0.99949800684566 }, { "x": 1.55, "y": 0.99957541599442 }, { "x": 1.6, "y": 0.99963968178423 }, { "x": 1.65, "y": 0.99969323857696 }, { "x": 1.7, "y": 0.99973803287993 }, { "x": 1.75, "y": 0.99977562837875 }, { "x": 1.8, "y": 0.99980728682836 }, { "x": 1.85, "y": 0.99983403069383 }, { "x": 1.9, "y": 0.9998566919133 }, { "x": 1.95, "y": 0.99987595004843 }, { "x": 2, "y": 0.99989236227583 }, { "x": 2.05, "y": 0.99990638707302 }, { "x": 2.1, "y": 0.99991840300762 }, { "x": 2.15, "y": 0.99992872370527 }, { "x": 2.2, "y": 0.99993760982237 }, { "x": 2.25, "y": 0.99994527866043 }, { "x": 2.3, "y": 0.99995191191592 }, { "x": 2.35, "y": 0.99995766194995 }, { "x": 2.4, "y": 0.9999626568782 }, { "x": 2.45, "y": 0.99996700471726 }, { "x": 2.5, "y": 0.99997079677315 }, { "x": 2.55, "y": 0.9999741104195 }, { "x": 2.6, "y": 0.99997701138205 }, { "x": 2.65, "y": 0.99997955562294 }, { "x": 2.7, "y": 0.99998179089923 }, { "x": 2.75, "y": 0.99998375805555 }, { "x": 2.8, "y": 0.99998549209916 }, { "x": 2.85, "y": 0.9999870230963 }, { "x": 2.9, "y": 0.99998837692152 }, { "x": 2.95, "y": 0.99998957588548 }, { "x": 3, "y": 0.99999063926237 }, { "x": 3.05, "y": 0.99999158373386 }, { "x": 3.1, "y": 0.9999924237637 }, { "x": 3.15, "y": 0.99999317191451 }, { "x": 3.2, "y": 0.99999383911619 }, { "x": 3.25, "y": 0.99999443489386 }, { "x": 3.3, "y": 0.99999496756178 }, { "x": 3.35, "y": 0.99999544438866 }, { "x": 3.4, "y": 0.99999587173892 }, { "x": 3.45, "y": 0.99999625519344 }, { "x": 3.5, "y": 0.99999659965324 }, { "x": 3.55, "y": 0.99999690942832 }, { "x": 3.6, "y": 0.99999718831427 }, { "x": 3.65, "y": 0.99999743965815 }, { "x": 3.7, "y": 0.99999766641543 }, { "x": 3.75, "y": 0.99999787119915 }, { "x": 3.8, "y": 0.99999805632254 }, { "x": 3.85, "y": 0.99999822383593 }, { "x": 3.9, "y": 0.99999837555884 }, { "x": 3.94999999999999, "y": 0.99999851310787 }, { "x": 3.99999999999999, "y": 0.99999863792096 } ] }, { "id": 977, "curve_id": "E20.2", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Small lift station", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.0402208285269, "sigma": 0.60000000000171538, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.040, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.05563406028339 }, { "x": 0.1, "y": 0.33095640629412 }, { "x": 0.15, "y": 0.59425388753493 }, { "x": 0.2, "y": 0.76361257838433 }, { "x": 0.25, "y": 0.86211643348162 }, { "x": 0.3, "y": 0.91830294678385 }, { "x": 0.35, "y": 0.9505964504493 }, { "x": 0.4, "y": 0.96948077524328 }, { "x": 0.45, "y": 0.98075143018966 }, { "x": 0.5, "y": 0.9876198731373 }, { "x": 0.55, "y": 0.99189101549367 }, { "x": 0.6, "y": 0.99459826119805 }, { "x": 0.65, "y": 0.99634516190031 }, { "x": 0.7, "y": 0.99749126328777 }, { "x": 0.75, "y": 0.99825487920765 }, { "x": 0.8, "y": 0.99877099058163 }, { "x": 0.85, "y": 0.99912448906905 }, { "x": 0.9, "y": 0.99936962425351 }, { "x": 0.95, "y": 0.99954158636129 }, { "x": 1, "y": 0.99966352396591 }, { "x": 1.05, "y": 0.99975086525881 }, { "x": 1.1, "y": 0.99981401990109 }, { "x": 1.15, "y": 0.99986009282657 }, { "x": 1.2, "y": 0.9998939861502 }, { "x": 1.25, "y": 0.99991911675428 }, { "x": 1.3, "y": 0.99993788925315 }, { "x": 1.35, "y": 0.99995201128653 }, { "x": 1.4, "y": 0.99996270597047 }, { "x": 1.45, "y": 0.99997085651064 }, { "x": 1.5, "y": 0.99997710558927 }, { "x": 1.55, "y": 0.99998192429462 }, { "x": 1.6, "y": 0.99998566034192 }, { "x": 1.65, "y": 0.99998857208554 }, { "x": 1.7, "y": 0.99999085269747 }, { "x": 1.75, "y": 0.99999264748372 }, { "x": 1.8, "y": 0.99999406637464 }, { "x": 1.85, "y": 0.99999519299552 }, { "x": 1.9, "y": 0.99999609129653 }, { "x": 1.95, "y": 0.99999681042897 }, { "x": 2, "y": 0.99999738835301 }, { "x": 2.05, "y": 0.99999785452221 }, { "x": 2.1, "y": 0.99999823189196 }, { "x": 2.15, "y": 0.99999853843007 }, { "x": 2.2, "y": 0.99999878825868 }, { "x": 2.25, "y": 0.99999899252157 }, { "x": 2.3, "y": 0.99999916004611 }, { "x": 2.35, "y": 0.99999929785069 }, { "x": 2.4, "y": 0.9999994115354 }, { "x": 2.45, "y": 0.99999950558411 }, { "x": 2.5, "y": 0.99999958359893 }, { "x": 2.55, "y": 0.99999964848299 }, { "x": 2.6, "y": 0.99999970258337 }, { "x": 2.65, "y": 0.99999974780339 }, { "x": 2.7, "y": 0.999999785691 }, { "x": 2.75, "y": 0.99999981750874 }, { "x": 2.8, "y": 0.9999998442892 }, { "x": 2.85, "y": 0.99999986687918 }, { "x": 2.9, "y": 0.99999988597488 }, { "x": 2.95, "y": 0.99999990215018 }, { "x": 3, "y": 0.99999991587926 }, { "x": 3.05, "y": 0.99999992755489 }, { "x": 3.1, "y": 0.99999993750311 }, { "x": 3.15, "y": 0.99999994599523 }, { "x": 3.2, "y": 0.99999995325749 }, { "x": 3.25, "y": 0.99999995947896 }, { "x": 3.3, "y": 0.99999996481795 }, { "x": 3.35, "y": 0.99999996940732 }, { "x": 3.4, "y": 0.99999997335878 }, { "x": 3.45, "y": 0.99999997676644 }, { "x": 3.5, "y": 0.99999997970971 }, { "x": 3.55, "y": 0.99999998225575 }, { "x": 3.6, "y": 0.99999998446145 }, { "x": 3.65, "y": 0.99999998637509 }, { "x": 3.7, "y": 0.99999998803771 }, { "x": 3.75, "y": 0.99999998948423 }, { "x": 3.8, "y": 0.99999999074445 }, { "x": 3.85, "y": 0.99999999184384 }, { "x": 3.9, "y": 0.99999999280416 }, { "x": 3.94999999999999, "y": 0.99999999364409 }, { "x": 3.99999999999999, "y": 0.99999999437962 } ] }, { "id": 978, "curve_id": "E20.3", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Medium/large lift station", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.89711998516786, "sigma": 0.75000000082510421, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.897, σ=0.750, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0714855101649 }, { "x": 0.1, "y": 0.2943847151656 }, { "x": 0.15, "y": 0.5 }, { "x": 0.2, "y": 0.64935367030044 }, { "x": 0.25, "y": 0.75209615457027 }, { "x": 0.3, "y": 0.82230792373402 }, { "x": 0.35, "y": 0.8707050952517 }, { "x": 0.4, "y": 0.90452473026122 }, { "x": 0.45, "y": 0.9285144898351 }, { "x": 0.5, "y": 0.94578577842513 }, { "x": 0.55, "y": 0.95839679760287 }, { "x": 0.6, "y": 0.96772720720714 }, { "x": 0.65, "y": 0.97471531532677 }, { "x": 0.7, "y": 0.98000860768748 }, { "x": 0.75, "y": 0.98406020801889 }, { "x": 0.8, "y": 0.98719148012448 }, { "x": 0.85, "y": 0.98963321980442 }, { "x": 0.9, "y": 0.99155313910599 }, { "x": 0.95, "y": 0.99307445584047 }, { "x": 1, "y": 0.99428863247047 }, { "x": 1.05, "y": 0.99526421501142 }, { "x": 1.1, "y": 0.99605303856765 }, { "x": 1.15, "y": 0.9966946327554 }, { "x": 1.2, "y": 0.99721938213769 }, { "x": 1.25, "y": 0.99765081601188 }, { "x": 1.3, "y": 0.99800728291705 }, { "x": 1.35, "y": 0.99830318599425 }, { "x": 1.4, "y": 0.99854990195823 }, { "x": 1.45, "y": 0.99875647009138 }, { "x": 1.5, "y": 0.99893011265973 }, { "x": 1.55, "y": 0.99907663077015 }, { "x": 1.6, "y": 0.99920070749567 }, { "x": 1.65, "y": 0.99930614146629 }, { "x": 1.7, "y": 0.99939602796321 }, { "x": 1.75, "y": 0.9994729001213 }, { "x": 1.8, "y": 0.99953883963044 }, { "x": 1.85, "y": 0.99959556397758 }, { "x": 1.9, "y": 0.99964449554429 }, { "x": 1.95, "y": 0.99968681659415 }, { "x": 2, "y": 0.99972351323151 }, { "x": 2.05, "y": 0.99975541069697 }, { "x": 2.1, "y": 0.99978320182588 }, { "x": 2.15, "y": 0.99980747008644 }, { "x": 2.2, "y": 0.99982870830199 }, { "x": 2.25, "y": 0.99984733392235 }, { "x": 2.3, "y": 0.99986370152491 }, { "x": 2.35, "y": 0.99987811308319 }, { "x": 2.4, "y": 0.99989082642946 }, { "x": 2.45, "y": 0.99990206225137 }, { "x": 2.5, "y": 0.99991200989442 }, { "x": 2.55, "y": 0.99992083218831 }, { "x": 2.6, "y": 0.99992866947301 }, { "x": 2.65, "y": 0.99993564296651 }, { "x": 2.7, "y": 0.99994185758956 }, { "x": 2.75, "y": 0.99994740434105 }, { "x": 2.8, "y": 0.99995236230057 }, { "x": 2.85, "y": 0.99995680032079 }, { "x": 2.9, "y": 0.9999607784611 }, { "x": 2.95, "y": 0.99996434920485 }, { "x": 3, "y": 0.9999675584951 }, { "x": 3.05, "y": 0.99997044661802 }, { "x": 3.1, "y": 0.99997304895767 }, { "x": 3.15, "y": 0.99997539664246 }, { "x": 3.2, "y": 0.99997751709978 }, { "x": 3.25, "y": 0.99997943453278 }, { "x": 3.3, "y": 0.99998117033108 }, { "x": 3.35, "y": 0.99998274342512 }, { "x": 3.4, "y": 0.99998417059246 }, { "x": 3.45, "y": 0.99998546672302 }, { "x": 3.5, "y": 0.99998664504919 }, { "x": 3.55, "y": 0.99998771734561 }, { "x": 3.6, "y": 0.99998869410321 }, { "x": 3.65, "y": 0.99998958468072 }, { "x": 3.7, "y": 0.99999039743706 }, { "x": 3.75, "y": 0.99999113984698 }, { "x": 3.8, "y": 0.99999181860233 }, { "x": 3.85, "y": 0.99999243970088 }, { "x": 3.9, "y": 0.99999300852428 }, { "x": 3.94999999999999, "y": 0.99999352990652 }, { "x": 3.99999999999999, "y": 0.99999400819436 } ] }, { "id": 979, "curve_id": "E20.4", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Medium/large lift station", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.0402208285269, "sigma": 0.60000000000171538, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.040, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.05563406028339 }, { "x": 0.1, "y": 0.33095640629412 }, { "x": 0.15, "y": 0.59425388753493 }, { "x": 0.2, "y": 0.76361257838433 }, { "x": 0.25, "y": 0.86211643348162 }, { "x": 0.3, "y": 0.91830294678385 }, { "x": 0.35, "y": 0.9505964504493 }, { "x": 0.4, "y": 0.96948077524328 }, { "x": 0.45, "y": 0.98075143018966 }, { "x": 0.5, "y": 0.9876198731373 }, { "x": 0.55, "y": 0.99189101549367 }, { "x": 0.6, "y": 0.99459826119805 }, { "x": 0.65, "y": 0.99634516190031 }, { "x": 0.7, "y": 0.99749126328777 }, { "x": 0.75, "y": 0.99825487920765 }, { "x": 0.8, "y": 0.99877099058163 }, { "x": 0.85, "y": 0.99912448906905 }, { "x": 0.9, "y": 0.99936962425351 }, { "x": 0.95, "y": 0.99954158636129 }, { "x": 1, "y": 0.99966352396591 }, { "x": 1.05, "y": 0.99975086525881 }, { "x": 1.1, "y": 0.99981401990109 }, { "x": 1.15, "y": 0.99986009282657 }, { "x": 1.2, "y": 0.9998939861502 }, { "x": 1.25, "y": 0.99991911675428 }, { "x": 1.3, "y": 0.99993788925315 }, { "x": 1.35, "y": 0.99995201128653 }, { "x": 1.4, "y": 0.99996270597047 }, { "x": 1.45, "y": 0.99997085651064 }, { "x": 1.5, "y": 0.99997710558927 }, { "x": 1.55, "y": 0.99998192429462 }, { "x": 1.6, "y": 0.99998566034192 }, { "x": 1.65, "y": 0.99998857208554 }, { "x": 1.7, "y": 0.99999085269747 }, { "x": 1.75, "y": 0.99999264748372 }, { "x": 1.8, "y": 0.99999406637464 }, { "x": 1.85, "y": 0.99999519299552 }, { "x": 1.9, "y": 0.99999609129653 }, { "x": 1.95, "y": 0.99999681042897 }, { "x": 2, "y": 0.99999738835301 }, { "x": 2.05, "y": 0.99999785452221 }, { "x": 2.1, "y": 0.99999823189196 }, { "x": 2.15, "y": 0.99999853843007 }, { "x": 2.2, "y": 0.99999878825868 }, { "x": 2.25, "y": 0.99999899252157 }, { "x": 2.3, "y": 0.99999916004611 }, { "x": 2.35, "y": 0.99999929785069 }, { "x": 2.4, "y": 0.9999994115354 }, { "x": 2.45, "y": 0.99999950558411 }, { "x": 2.5, "y": 0.99999958359893 }, { "x": 2.55, "y": 0.99999964848299 }, { "x": 2.6, "y": 0.99999970258337 }, { "x": 2.65, "y": 0.99999974780339 }, { "x": 2.7, "y": 0.999999785691 }, { "x": 2.75, "y": 0.99999981750874 }, { "x": 2.8, "y": 0.9999998442892 }, { "x": 2.85, "y": 0.99999986687918 }, { "x": 2.9, "y": 0.99999988597488 }, { "x": 2.95, "y": 0.99999990215018 }, { "x": 3, "y": 0.99999991587926 }, { "x": 3.05, "y": 0.99999992755489 }, { "x": 3.1, "y": 0.99999993750311 }, { "x": 3.15, "y": 0.99999994599523 }, { "x": 3.2, "y": 0.99999995325749 }, { "x": 3.25, "y": 0.99999995947896 }, { "x": 3.3, "y": 0.99999996481795 }, { "x": 3.35, "y": 0.99999996940732 }, { "x": 3.4, "y": 0.99999997335878 }, { "x": 3.45, "y": 0.99999997676644 }, { "x": 3.5, "y": 0.99999997970971 }, { "x": 3.55, "y": 0.99999998225575 }, { "x": 3.6, "y": 0.99999998446145 }, { "x": 3.65, "y": 0.99999998637509 }, { "x": 3.7, "y": 0.99999998803771 }, { "x": 3.75, "y": 0.99999998948423 }, { "x": 3.8, "y": 0.99999999074445 }, { "x": 3.85, "y": 0.99999999184384 }, { "x": 3.9, "y": 0.99999999280416 }, { "x": 3.94999999999999, "y": 0.99999999364409 }, { "x": 3.99999999999999, "y": 0.99999999437962 } ] }, { "id": 980, "curve_id": "E21.1", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Masonry kindergarten, primary, lower secondary, higher secondary schools and others", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021b)", "source_detail": "Giordano, N., De Luca, F., Sextos, A., Ramirez Cortes, F., Fonseca Ferreira, C., and Wu, J.: Empirical seismic fragility models for Nepalese school buildings, Nat Hazards, 105, 339–362, https://doi.org/10.1007/s11069-020-04312-1, 2021b.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "datapoints_given", "mu": -1.96611285637284, "sigma": 0.9700000000000687, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.966, σ=0.970, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.14423969769367 }, { "x": 0.1, "y": 0.36434126425902 }, { "x": 0.15, "y": 0.52835152948615 }, { "x": 0.2, "y": 0.6434538145502 }, { "x": 0.25, "y": 0.72499696357465 }, { "x": 0.3, "y": 0.7839817067089 }, { "x": 0.35, "y": 0.82757600032422 }, { "x": 0.4, "y": 0.86043834477184 }, { "x": 0.45, "y": 0.88565044460582 }, { "x": 0.5, "y": 0.90529656226958 }, { "x": 0.55, "y": 0.9208177697669 }, { "x": 0.6, "y": 0.93323114245826 }, { "x": 0.65, "y": 0.943268109941 }, { "x": 0.7, "y": 0.95146369577316 }, { "x": 0.75, "y": 0.95821531710815 }, { "x": 0.8, "y": 0.96382231227675 }, { "x": 0.85, "y": 0.96851301148178 }, { "x": 0.9, "y": 0.97246359636012 }, { "x": 0.95, "y": 0.97581144723786 }, { "x": 1, "y": 0.97866472666184 } ] }, { "id": 981, "curve_id": "E21.10", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Brick-cement unreinforced masonry two-to-four stories (URM-BC24)", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021a)", "source_detail": "Giordano, N., Luca, F. De, and Sextos, A.: Analytical fragility curves for masonry school building portfolios in Nepal, Bulletin of Earthquake Engineering, 19, 1121–1150, https://doi.org/10.1007/s10518-020-00989-8, 2021a.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "datapoints_given", "mu": -2.04022082852672, "sigma": 0.33000000000098095, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.040, σ=0.330, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00189284011618 }, { "x": 0.1, "y": 0.21329417915193 }, { "x": 0.15, "y": 0.66772466628321 }, { "x": 0.2, "y": 0.90412213319471 }, { "x": 0.25, "y": 0.97623772630441 }, { "x": 0.3, "y": 0.99436292971453 }, { "x": 0.35, "y": 0.99865544680758 }, { "x": 0.4, "y": 0.99967020648412 }, { "x": 0.45, "y": 0.99991597814834 }, { "x": 0.5, "y": 0.99997767907499 }, { "x": 0.55, "y": 0.999993812096 }, { "x": 0.6, "y": 0.99999821126122 }, { "x": 0.65, "y": 0.99999946167362 }, { "x": 0.7, "y": 0.99999983165123 }, { "x": 0.75, "y": 0.99999994540456 }, { "x": 0.8, "y": 0.99999998167676 }, { "x": 0.85, "y": 0.99999999364825 }, { "x": 0.9, "y": 0.99999999773002 }, { "x": 0.95, "y": 0.99999999916512 }, { "x": 1, "y": 0.9999999996845 }, { "x": 1.05, "y": 0.99999999987769 }, { "x": 1.1, "y": 0.99999999995142 }, { "x": 1.15, "y": 0.99999999998026 }, { "x": 1.2, "y": 0.9999999999918 }, { "x": 1.25, "y": 0.99999999999653 }, { "x": 1.3, "y": 0.9999999999985 }, { "x": 1.35, "y": 0.99999999999934 }, { "x": 1.4, "y": 0.9999999999997 }, { "x": 1.45, "y": 0.99999999999986 }, { "x": 1.5, "y": 0.99999999999994 }, { "x": 1.55, "y": 0.99999999999997 }, { "x": 1.6, "y": 0.99999999999999 }, { "x": 1.65, "y": 0.99999999999999 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 982, "curve_id": "E21.11", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "four-story reinforced concrete shear wall building with moment resisting frames", "source_type": "Peer-reviewed", "source_abbrev": "Hancilar et al. (2014)", "source_detail": "Hancilar, U., Çakt, E., Erdik, M., Franco, G. E., and Deodatis, G.: Earthquake vulnerability of school buildings : Probabilistic structural fragility analyses, Soil Dynamics and Earthquake Engineering, 67, 169–178, https://doi.org/10.1016/j.soildyn.2014.09.005, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "datapoints_given", "mu": -2.04794287464398, "sigma": 0.440000000235181, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.048, σ=0.440, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Turkey", "hazard_type": "Earthquake", "num_points": 27, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01561746623081 }, { "x": 0.1, "y": 0.2813849040917 }, { "x": 0.15, "y": 0.63411774818649 }, { "x": 0.2, "y": 0.84052117795405 }, { "x": 0.25, "y": 0.9336766900262 }, { "x": 0.3, "y": 0.97245170824702 }, { "x": 0.35, "y": 0.98834929367025 }, { "x": 0.4, "y": 0.99494343079517 }, { "x": 0.45, "y": 0.99774167310178 }, { "x": 0.5, "y": 0.99896179933368 }, { "x": 0.55, "y": 0.99950910758918 }, { "x": 0.6, "y": 0.99976158734659 }, { "x": 0.65, "y": 0.99988124451805 }, { "x": 0.7, "y": 0.99993942584316 }, { "x": 0.75, "y": 0.99996840798968 }, { "x": 0.8, "y": 0.99998317692769 }, { "x": 0.85, "y": 0.99999086527691 }, { "x": 0.9, "y": 0.99999494856435 }, { "x": 0.95, "y": 0.99999715833172 }, { "x": 1, "y": 0.99999837549576 }, { "x": 1.05, "y": 0.99999905714672 }, { "x": 1.1, "y": 0.99999944490917 }, { "x": 1.15, "y": 0.99999966876788 }, { "x": 1.2, "y": 0.99999979981611 }, { "x": 1.25, "y": 0.99999987754985 }, { "x": 1.3, "y": 0.99999992423805 } ] }, { "id": 983, "curve_id": "E21.12", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "four-story reinforced concrete shear wall building with moment resisting frames", "source_type": "Peer-reviewed", "source_abbrev": "Hancilar et al. (2014)", "source_detail": "Hancilar, U., Çakt, E., Erdik, M., Franco, G. E., and Deodatis, G.: Earthquake vulnerability of school buildings : Probabilistic structural fragility analyses, Soil Dynamics and Earthquake Engineering, 67, 169–178, https://doi.org/10.1016/j.soildyn.2014.09.005, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "datapoints_given", "mu": 2.65605490598383, "sigma": 0.42000000000000037, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.656, σ=0.420, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Turkey", "hazard_type": "Earthquake", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 1.2749E-10 }, { "x": 2, "y": 1.47990085E-06 }, { "x": 3, "y": 0.00010437023977 }, { "x": 4, "y": 0.00125042162226 }, { "x": 5, "y": 0.00635228145496 }, { "x": 6, "y": 0.01980244603492 }, { "x": 7, "y": 0.04543551190313 }, { "x": 8, "y": 0.08489343418412 }, { "x": 9, "y": 0.13731698318148 }, { "x": 10, "y": 0.20000740248274 }, { "x": 11, "y": 0.26938772723604 }, { "x": 12, "y": 0.34182192147655 }, { "x": 13, "y": 0.41413613544857 }, { "x": 14, "y": 0.48385904459693 }, { "x": 15, "y": 0.54926251966311 }, { "x": 16, "y": 0.60928710531227 }, { "x": 17, "y": 0.66341661586294 }, { "x": 18, "y": 0.7115427308746 }, { "x": 19, "y": 0.75384164539472 }, { "x": 20, "y": 0.7906721407439 }, { "x": 21, "y": 0.8224969396732 }, { "x": 22, "y": 0.84982535395327 }, { "x": 23, "y": 0.87317365351233 }, { "x": 24, "y": 0.8930392875799 }, { "x": 25, "y": 0.90988542362348 }, { "x": 26, "y": 0.92413285583081 }, { "x": 27, "y": 0.93615696369636 }, { "x": 28, "y": 0.94628797310412 }, { "x": 29, "y": 0.95481324909275 }, { "x": 30, "y": 0.96198072570766 }, { "x": 31, "y": 0.96800286367248 }, { "x": 32, "y": 0.97306073631921 }, { "x": 33, "y": 0.97730799419874 }, { "x": 34, "y": 0.98087456331272 }, { "x": 35, "y": 0.98387000278992 }, { "x": 36, "y": 0.98638649441159 }, { "x": 37, "y": 0.98850146579334 }, { "x": 38, "y": 0.99027986654588 }, { "x": 39, "y": 0.99177612621213 }, { "x": 40, "y": 0.99303582695921 }, { "x": 41, "y": 0.99409712481768 }, { "x": 42, "y": 0.99499195203115 }, { "x": 43, "y": 0.99574703070452 }, { "x": 44, "y": 0.99638472500752 }, { "x": 45, "y": 0.99692375608146 }, { "x": 46, "y": 0.99737980074254 }, { "x": 47, "y": 0.99776599221007 }, { "x": 48, "y": 0.99809333847958 }, { "x": 49, "y": 0.99837107163894 }, { "x": 50, "y": 0.9986069393885 }, { "x": 51, "y": 0.99880744826241 }, { "x": 52, "y": 0.99897806653327 }, { "x": 53, "y": 0.99912339349146 }, { "x": 54, "y": 0.99924730069646 }, { "x": 55, "y": 0.99935304987433 }, { "x": 56, "y": 0.99944339136012 }, { "x": 57, "y": 0.9995206463333 }, { "x": 58, "y": 0.999586775551 }, { "x": 59, "y": 0.99964343682998 }, { "x": 60, "y": 0.99969203314997 }, { "x": 61, "y": 0.99973375293652 }, { "x": 62, "y": 0.99976960381905 }, { "x": 63, "y": 0.99980044094282 }, { "x": 64, "y": 0.99982699073192 }, { "x": 65, "y": 0.99984987085056 }, { "x": 66, "y": 0.99986960698485 }, { "x": 67, "y": 0.99988664696352 }, { "x": 68, "y": 0.99990137264979 }, { "x": 69, "y": 0.99991410996513 }, { "x": 70, "y": 0.99992513734576 }, { "x": 71, "y": 0.99993469288333 }, { "x": 72, "y": 0.99994298036002 }, { "x": 73, "y": 0.99995017435382 }, { "x": 74, "y": 0.99995642456117 }, { "x": 75, "y": 0.99996185946027 }, { "x": 76, "y": 0.9999665894184 }, { "x": 77, "y": 0.99997070933019 }, { "x": 78, "y": 0.99997430085944 }, { "x": 79, "y": 0.99997743434604 }, { "x": 80, "y": 0.99998017042928 }, { "x": 81, "y": 0.9999825614311 }, { "x": 82, "y": 0.99998465253579 }, { "x": 83, "y": 0.99998648279697 }, { "x": 84, "y": 0.99998808599794 }, { "x": 85, "y": 0.9999894913874 }, { "x": 86, "y": 0.9999907243091 }, { "x": 87, "y": 0.9999918067412 }, { "x": 88, "y": 0.99999275775872 }, { "x": 89, "y": 0.99999359393034 }, { "x": 90, "y": 0.99999432965919 }, { "x": 91, "y": 0.99999497747575 }, { "x": 92, "y": 0.99999554828984 }, { "x": 93, "y": 0.99999605160759 }, { "x": 94, "y": 0.99999649571833 }, { "x": 95, "y": 0.99999688785587 }, { "x": 96, "y": 0.99999723433757 }, { "x": 97, "y": 0.99999754068458 }, { "x": 98, "y": 0.99999781172571 }, { "x": 99, "y": 0.9999980516873 }, { "x": 100, "y": 0.99999826427106 }, { "x": 101, "y": 0.9999984527215 }, { "x": 102, "y": 0.99999861988437 }, { "x": 103, "y": 0.99999876825743 }, { "x": 104, "y": 0.99999890003452 }, { "x": 105, "y": 0.99999901714381 }, { "x": 106, "y": 0.99999912128117 }, { "x": 107, "y": 0.99999921393909 }, { "x": 108, "y": 0.999999296432 }, { "x": 109, "y": 0.99999936991822 }, { "x": 110, "y": 0.99999943541919 }, { "x": 111, "y": 0.99999949383619 }, { "x": 112, "y": 0.99999954596502 }, { "x": 113, "y": 0.99999959250874 }, { "x": 114, "y": 0.9999996340889 }, { "x": 115, "y": 0.99999967125531 }, { "x": 116, "y": 0.9999997044946 }, { "x": 117, "y": 0.99999973423778 }, { "x": 118, "y": 0.99999976086678 }, { "x": 119, "y": 0.99999978472027 }, { "x": 120, "y": 0.9999998060987 } ] }, { "id": 984, "curve_id": "E21.13", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "four-story reinforced concrete shear wall building with moment resisting frames", "source_type": "Peer-reviewed", "source_abbrev": "Hancilar et al. (2014)", "source_detail": "Hancilar, U., Çakt, E., Erdik, M., Franco, G. E., and Deodatis, G.: Earthquake vulnerability of school buildings : Probabilistic structural fragility analyses, Soil Dynamics and Earthquake Engineering, 67, 169–178, https://doi.org/10.1016/j.soildyn.2014.09.005, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "datapoints_given", "mu": 2.6026896854435808, "sigma": 0.39999999999923613, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.603, σ=0.400, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Elastic spectral displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Turkey", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 1, "y": 3.84E-11 }, { "x": 1.5, "y": 1.975126E-08 }, { "x": 2, "y": 9.0365698E-07 }, { "x": 2.5, "y": 1.243383211E-05 }, { "x": 3, "y": 8.48909923E-05 }, { "x": 3.5, "y": 0.00036932423346 }, { "x": 4, "y": 0.00117901492532 }, { "x": 4.5, "y": 0.00301146224294 }, { "x": 5, "y": 0.00651168787198 }, { "x": 5.5, "y": 0.01238875395284 }, { "x": 6, "y": 0.0213145655955 }, { "x": 6.5, "y": 0.03383344129597 }, { "x": 7, "y": 0.05030030338591 }, { "x": 7.5, "y": 0.07085312887108 }, { "x": 8, "y": 0.09541624447684 }, { "x": 8.5, "y": 0.12372633057761 }, { "x": 9, "y": 0.1553718473033 }, { "x": 9.5, "y": 0.18983765169578 }, { "x": 10, "y": 0.22654861834352 }, { "x": 10.5, "y": 0.26490827744925 }, { "x": 11, "y": 0.30433039281449 }, { "x": 11.5, "y": 0.34426284299174 }, { "x": 12, "y": 0.38420413325863 }, { "x": 12.5, "y": 0.42371342686016 }, { "x": 13, "y": 0.4624152407211 }, { "x": 13.5, "y": 0.5 }, { "x": 14, "y": 0.53622156742116 }, { "x": 14.5, "y": 0.57089271724903 }, { "x": 15, "y": 0.60387935145733 } ] }, { "id": 985, "curve_id": "E21.14", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "RC frame- two story - non-seismic design (especially used for primary and secondary schools)", "source_type": "Peer-reviewed", "source_abbrev": "D'Ayala et al. (2020)", "source_detail": "D’Ayala, D., Galasso, C., Nassirpour, A., Adhikari, R. K., Yamin, L., Fernandez, R., Lo, D., Garciano, L., and Oreta, A.: Resilient communities through safer schools, International Journal of Disaster Risk Reduction, 45, 101446, https://doi.org/10.1016/j.ijdrr.2019.101446, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "figure_given", "mu": -1.01852806958704, "sigma": 0.19420651483899631, "method": "Curve fitting", "mu_sigma_quality": 0.99992939395726721, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.019, σ=0.194, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Philippines", "hazard_type": "Earthquake", "num_points": 41, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.005 }, { "x": 0.1, "y": 0.005 }, { "x": 0.15, "y": 0.005 }, { "x": 0.2, "y": 0.006 }, { "x": 0.25, "y": 0.039 }, { "x": 0.3, "y": 0.169 }, { "x": 0.35, "y": 0.434 }, { "x": 0.4, "y": 0.697 }, { "x": 0.45, "y": 0.881 }, { "x": 0.5, "y": 0.948 }, { "x": 0.55, "y": 0.986 }, { "x": 0.6, "y": 0.998 }, { "x": 0.65, "y": 1 }, { "x": 0.7, "y": 1 }, { "x": 0.75, "y": 1 }, { "x": 0.8, "y": 1 }, { "x": 0.85, "y": 1 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 } ] }, { "id": 986, "curve_id": "E21.15", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "RC frame- two story - seismic design (especially used for primary and secondary schools)", "source_type": "Peer-reviewed", "source_abbrev": "D'Ayala et al. (2020)", "source_detail": "D’Ayala, D., Galasso, C., Nassirpour, A., Adhikari, R. K., Yamin, L., Fernandez, R., Lo, D., Garciano, L., and Oreta, A.: Resilient communities through safer schools, International Journal of Disaster Risk Reduction, 45, 101446, https://doi.org/10.1016/j.ijdrr.2019.101446, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "figure_given", "mu": -1.01852806958704, "sigma": 0.19420651483899631, "method": "Curve fitting", "mu_sigma_quality": 0.99992939395726721, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.019, σ=0.194, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Philippines", "hazard_type": "Earthquake", "num_points": 41, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.005 }, { "x": 0.1, "y": 0.005 }, { "x": 0.15, "y": 0.005 }, { "x": 0.2, "y": 0.006 }, { "x": 0.25, "y": 0.039 }, { "x": 0.3, "y": 0.169 }, { "x": 0.35, "y": 0.434 }, { "x": 0.4, "y": 0.697 }, { "x": 0.45, "y": 0.881 }, { "x": 0.5, "y": 0.948 }, { "x": 0.55, "y": 0.986 }, { "x": 0.6, "y": 0.998 }, { "x": 0.65, "y": 1 }, { "x": 0.7, "y": 1 }, { "x": 0.75, "y": 1 }, { "x": 0.8, "y": 1 }, { "x": 0.85, "y": 1 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 } ] }, { "id": 987, "curve_id": "E21.16", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "RC frame - three story- non-seismic design (especially used for primary and secondary schools)", "source_type": "Peer-reviewed", "source_abbrev": "D'Ayala et al. (2020)", "source_detail": "D’Ayala, D., Galasso, C., Nassirpour, A., Adhikari, R. K., Yamin, L., Fernandez, R., Lo, D., Garciano, L., and Oreta, A.: Resilient communities through safer schools, International Journal of Disaster Risk Reduction, 45, 101446, https://doi.org/10.1016/j.ijdrr.2019.101446, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "figure_given", "mu": -1.2335019934419, "sigma": 0.14234600906200923, "method": "Curve fitting", "mu_sigma_quality": 0.999980343917332, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.234, σ=0.142, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Philippines", "hazard_type": "Earthquake", "num_points": 41, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0.009 }, { "x": 0.25, "y": 0.144 }, { "x": 0.3, "y": 0.579 }, { "x": 0.35, "y": 0.904 }, { "x": 0.4, "y": 0.993 }, { "x": 0.45, "y": 1 }, { "x": 0.5, "y": 1 }, { "x": 0.55, "y": 1 }, { "x": 0.6, "y": 1 }, { "x": 0.65, "y": 1 }, { "x": 0.7, "y": 1 }, { "x": 0.75, "y": 1 }, { "x": 0.8, "y": 1 }, { "x": 0.85, "y": 1 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 } ] }, { "id": 988, "curve_id": "E21.17", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "RC frame - three story- seismic design (especially used for primary and secondary schools)", "source_type": "Peer-reviewed", "source_abbrev": "D'Ayala et al. (2020)", "source_detail": "D’Ayala, D., Galasso, C., Nassirpour, A., Adhikari, R. K., Yamin, L., Fernandez, R., Lo, D., Garciano, L., and Oreta, A.: Resilient communities through safer schools, International Journal of Disaster Risk Reduction, 45, 101446, https://doi.org/10.1016/j.ijdrr.2019.101446, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "figure_given", "mu": -1.2335019934419, "sigma": 0.14234600906200923, "method": "Curve fitting", "mu_sigma_quality": 0.999980343917332, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.234, σ=0.142, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Philippines", "hazard_type": "Earthquake", "num_points": 41, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0.009 }, { "x": 0.25, "y": 0.144 }, { "x": 0.3, "y": 0.579 }, { "x": 0.35, "y": 0.904 }, { "x": 0.4, "y": 0.993 }, { "x": 0.45, "y": 1 }, { "x": 0.5, "y": 1 }, { "x": 0.55, "y": 1 }, { "x": 0.6, "y": 1 }, { "x": 0.65, "y": 1 }, { "x": 0.7, "y": 1 }, { "x": 0.75, "y": 1 }, { "x": 0.8, "y": 1 }, { "x": 0.85, "y": 1 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 } ] }, { "id": 989, "curve_id": "E21.18", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Concrete ", "source_type": "Peer-reviewed", "source_abbrev": "Samadian et al. (2019)", "source_detail": "Samadian, D., Ghafory-ashtiany, M., Naderpour, H., and Eghbali, M.: Seismic resilience evaluation based on vulnerability curves for existing and retrofitted typical RC school buildings, Soil Dynamics and Earthquake Engineering, 127, 105844, https://doi.org/10.1016/j.soildyn.2019.105844, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "figure_given", "mu": -1.27894424864605, "sigma": 0.37013974269691591, "method": "Curve fitting", "mu_sigma_quality": 0.99956814727642207, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.279, σ=0.370, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.005 }, { "x": 0.1, "y": 0.011 }, { "x": 0.15, "y": 0.045 }, { "x": 0.2, "y": 0.164 }, { "x": 0.25, "y": 0.405 }, { "x": 0.3, "y": 0.591 }, { "x": 0.35, "y": 0.73 }, { "x": 0.4, "y": 0.818 }, { "x": 0.45, "y": 0.892 }, { "x": 0.5, "y": 0.948 }, { "x": 0.55, "y": 0.974 }, { "x": 0.6, "y": 0.987 }, { "x": 0.65, "y": 0.995 }, { "x": 0.7, "y": 0.998 }, { "x": 0.75, "y": 0.999 }, { "x": 0.8, "y": 1 }, { "x": 0.85, "y": 1 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.95, "y": 1 }, { "x": 4, "y": 1 }, { "x": 4.05, "y": 1 }, { "x": 4.1, "y": 1 }, { "x": 4.15, "y": 1 }, { "x": 4.2, "y": 1 }, { "x": 4.25, "y": 1 }, { "x": 4.3, "y": 1 }, { "x": 4.35, "y": 1 }, { "x": 4.4, "y": 1 }, { "x": 4.45, "y": 1 }, { "x": 4.5, "y": 1 }, { "x": 4.55, "y": 1 }, { "x": 4.6, "y": 1 }, { "x": 4.65, "y": 1 }, { "x": 4.7, "y": 1 }, { "x": 4.75, "y": 1 }, { "x": 4.8, "y": 1 }, { "x": 4.85, "y": 1 }, { "x": 4.9, "y": 1 }, { "x": 4.95, "y": 1 }, { "x": 5, "y": 1 } ] }, { "id": 990, "curve_id": "E21.19", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Reinforced concrete", "source_type": "Peer-reviewed", "source_abbrev": "Samadian et al. (2019)", "source_detail": "Samadian, D., Ghafory-ashtiany, M., Naderpour, H., and Eghbali, M.: Seismic resilience evaluation based on vulnerability curves for existing and retrofitted typical RC school buildings, Soil Dynamics and Earthquake Engineering, 127, 105844, https://doi.org/10.1016/j.soildyn.2019.105844, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "figure_given", "mu": -1.2779157053308, "sigma": 0.37823995797998938, "method": "Curve fitting", "mu_sigma_quality": 0.99955622383260934, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.278, σ=0.378, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.005 }, { "x": 0.1, "y": 0.011 }, { "x": 0.15, "y": 0.045 }, { "x": 0.2, "y": 0.164 }, { "x": 0.25, "y": 0.405 }, { "x": 0.3, "y": 0.591 }, { "x": 0.35, "y": 0.73 }, { "x": 0.4, "y": 0.818 }, { "x": 0.45, "y": 0.892 }, { "x": 0.5, "y": 0.934 }, { "x": 0.55, "y": 0.962 }, { "x": 0.6, "y": 0.974 }, { "x": 0.65, "y": 0.983 }, { "x": 0.7, "y": 0.988 }, { "x": 0.75, "y": 0.993 }, { "x": 0.8, "y": 0.995 }, { "x": 0.85, "y": 0.995 }, { "x": 0.9, "y": 0.995 }, { "x": 0.95, "y": 0.996 }, { "x": 1, "y": 0.996 }, { "x": 1.05, "y": 0.996 }, { "x": 1.1, "y": 0.996 }, { "x": 1.15, "y": 0.997 }, { "x": 1.2, "y": 0.998 }, { "x": 1.25, "y": 0.997 }, { "x": 1.3, "y": 0.995 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.95, "y": 1 }, { "x": 4, "y": 1 }, { "x": 4.05, "y": 1 }, { "x": 4.1, "y": 1 }, { "x": 4.15, "y": 1 }, { "x": 4.2, "y": 1 }, { "x": 4.25, "y": 1 }, { "x": 4.3, "y": 1 }, { "x": 4.35, "y": 1 }, { "x": 4.4, "y": 1 }, { "x": 4.45, "y": 1 }, { "x": 4.5, "y": 1 }, { "x": 4.55, "y": 1 }, { "x": 4.6, "y": 1 }, { "x": 4.65, "y": 1 }, { "x": 4.7, "y": 1 }, { "x": 4.75, "y": 1 }, { "x": 4.8, "y": 1 }, { "x": 4.85, "y": 1 }, { "x": 4.9, "y": 1 }, { "x": 4.95, "y": 1 }, { "x": 5, "y": 1 } ] }, { "id": 991, "curve_id": "E21.2", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Reinforced steel frame kindergarten, primary, lower secondary, higher secondary schools and others", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021b)", "source_detail": "Giordano, N., De Luca, F., Sextos, A., Ramirez Cortes, F., Fonseca Ferreira, C., and Wu, J.: Empirical seismic fragility models for Nepalese school buildings, Nat Hazards, 105, 339–362, https://doi.org/10.1007/s11069-020-04312-1, 2021b.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "datapoints_given", "mu": -1.66073120682165, "sigma": 1.08, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.1082084491086 }, { "x": 0.1, "y": 0.27615267863678 }, { "x": 0.15, "y": 0.41337234815382 }, { "x": 0.2, "y": 0.51894016063092 }, { "x": 0.25, "y": 0.60029401203193 }, { "x": 0.3, "y": 0.66382480712448 }, { "x": 0.35, "y": 0.71418636384544 }, { "x": 0.4, "y": 0.75468172423853 }, { "x": 0.45, "y": 0.78766777503144 }, { "x": 0.5, "y": 0.81484988680044 }, { "x": 0.55, "y": 0.83748189517485 }, { "x": 0.6, "y": 0.85650034461874 }, { "x": 0.65, "y": 0.87261526326947 }, { "x": 0.7, "y": 0.88637238393711 }, { "x": 0.75, "y": 0.89819645949403 }, { "x": 0.8, "y": 0.90842189303599 }, { "x": 0.85, "y": 0.91731472703083 }, { "x": 0.9, "y": 0.92508865529765 }, { "x": 0.95, "y": 0.93191683836778 }, { "x": 1, "y": 0.93794073031964 } ] }, { "id": 992, "curve_id": "E21.20", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Reinforced concrete", "source_type": "Peer-reviewed", "source_abbrev": "Baballëku & Pojani (2008)", "source_detail": "Baballëku, M. and Pojani, N.: Fragility evaluation of existing typified school buildings in Albania, Acta Geodaetica et Geophysica Hungarica, 43, 309–325, https://doi.org/10.1556/AGeod.43.2008.2–3.16, 2008.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "datapoints_given", "mu": 0.16466662155522455, "sigma": 0.28300000000015896, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.165, σ=0.283, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Elastic spectral displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Albania", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.5, "y": 0.0012181444201 }, { "x": 1, "y": 0.28033020524025 }, { "x": 1.5, "y": 0.80258144884492 }, { "x": 2, "y": 0.96907869282337 }, { "x": 2.5, "y": 0.9960453294679 }, { "x": 3, "y": 0.99951685375093 }, { "x": 3.5, "y": 0.99993969019837 }, { "x": 4, "y": 0.9999920812488 }, { "x": 4.5, "y": 0.99999889332871 }, { "x": 5, "y": 0.99999983477663 }, { "x": 5.5, "y": 0.99999997365479 }, { "x": 6, "y": 0.99999999552315 }, { "x": 6.5, "y": 0.99999999919169 }, { "x": 7, "y": 0.99999999984545 }, { "x": 7.5, "y": 0.99999999996881 }, { "x": 8, "y": 0.99999999999338 }, { "x": 8.5, "y": 0.99999999999853 }, { "x": 9, "y": 0.99999999999966 }, { "x": 9.5, "y": 0.99999999999992 }, { "x": 10, "y": 0.99999999999998 }, { "x": 10.5, "y": 0.99999999999999 }, { "x": 11, "y": 1 }, { "x": 11.5, "y": 1 }, { "x": 12, "y": 1 }, { "x": 12.5, "y": 1 }, { "x": 13, "y": 1 }, { "x": 13.5, "y": 1 }, { "x": 14, "y": 1 }, { "x": 14.5, "y": 1 }, { "x": 15, "y": 1 } ] }, { "id": 993, "curve_id": "E21.21", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Hospitals", "ci_detail": "Near-field (i.e., less than 10 km from the fault)", "source_type": "Peer-reviewed", "source_abbrev": "Ranjbar & Naderpour (2020)", "source_detail": "Ranjbar, P. R. and Naderpour, H.: Probabilistic evaluation of seismic resilience for typical vital buildings in terms of vulnerability curves, Structures, 23, 314–323, https://doi.org/10.1016/j.istruc.2019.10.017, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "figure_given", "mu": -3.17987324321627, "sigma": 0.19867214605272443, "method": "Curve fitting", "mu_sigma_quality": 0.99999999917500437, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-3.180, σ=0.199, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 51, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.823 }, { "x": 0.1, "y": 1 }, { "x": 0.15, "y": 1 }, { "x": 0.2, "y": 1 }, { "x": 0.25, "y": 1 }, { "x": 0.3, "y": 1 }, { "x": 0.35, "y": 1 }, { "x": 0.4, "y": 1 }, { "x": 0.45, "y": 1 }, { "x": 0.5, "y": 1 }, { "x": 0.55, "y": 1 }, { "x": 0.6, "y": 1 }, { "x": 0.65, "y": 1 }, { "x": 0.7, "y": 1 }, { "x": 0.75, "y": 1 }, { "x": 0.8, "y": 1 }, { "x": 0.85, "y": 1 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 } ] }, { "id": 994, "curve_id": "E21.22", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Hospitals", "ci_detail": "Far-field (i.e., equal or greater than 10 km from the fault)", "source_type": "Peer-reviewed", "source_abbrev": "Ranjbar & Naderpour (2020)", "source_detail": "Ranjbar, P. R. and Naderpour, H.: Probabilistic evaluation of seismic resilience for typical vital buildings in terms of vulnerability curves, Structures, 23, 314–323, https://doi.org/10.1016/j.istruc.2019.10.017, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "figure_given", "mu": -3.1957083455538, "sigma": 0.49096742800275905, "method": "Curve fitting", "mu_sigma_quality": 0.99967455022024543, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-3.196, σ=0.491, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 51, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.658 }, { "x": 0.1, "y": 0.967 }, { "x": 0.15, "y": 0.99 }, { "x": 0.2, "y": 1 }, { "x": 0.25, "y": 1 }, { "x": 0.3, "y": 1 }, { "x": 0.35, "y": 1 }, { "x": 0.4, "y": 1 }, { "x": 0.45, "y": 1 }, { "x": 0.5, "y": 1 }, { "x": 0.55, "y": 1 }, { "x": 0.6, "y": 1 }, { "x": 0.65, "y": 1 }, { "x": 0.7, "y": 1 }, { "x": 0.75, "y": 1 }, { "x": 0.8, "y": 1 }, { "x": 0.85, "y": 1 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 } ] }, { "id": 995, "curve_id": "E21.3", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Steel frame kindergarten, primary, lower secondary, higher secondary schools and others", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021b)", "source_detail": "Giordano, N., De Luca, F., Sextos, A., Ramirez Cortes, F., Fonseca Ferreira, C., and Wu, J.: Empirical seismic fragility models for Nepalese school buildings, Nat Hazards, 105, 339–362, https://doi.org/10.1007/s11069-020-04312-1, 2021b.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "datapoints_given", "mu": -2.40794560868458, "sigma": 1.1600000001189403, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.408, σ=1.160, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.3061782294192 }, { "x": 0.1, "y": 0.53618538160311 }, { "x": 0.15, "y": 0.67016430907023 }, { "x": 0.2, "y": 0.75438968654993 }, { "x": 0.25, "y": 0.81076905025263 }, { "x": 0.3, "y": 0.85034346019012 }, { "x": 0.35, "y": 0.87915962849791 }, { "x": 0.4, "y": 0.9007626545387 }, { "x": 0.45, "y": 0.91734716931592 }, { "x": 0.5, "y": 0.93033284085706 }, { "x": 0.55, "y": 0.94067184835658 }, { "x": 0.6, "y": 0.94902244398786 }, { "x": 0.65, "y": 0.9558515309276 }, { "x": 0.7, "y": 0.96149769068533 }, { "x": 0.75, "y": 0.96621121877158 }, { "x": 0.8, "y": 0.97018029845582 }, { "x": 0.85, "y": 0.97354854813907 }, { "x": 0.9, "y": 0.97642704936113 }, { "x": 0.95, "y": 0.97890275568474 }, { "x": 1, "y": 0.98104447606677 } ] }, { "id": 996, "curve_id": "E21.4", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Timber frame kindergarten, primary, lower secondary, higher secondary schools and others", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021b)", "source_detail": "Giordano, N., De Luca, F., Sextos, A., Ramirez Cortes, F., Fonseca Ferreira, C., and Wu, J.: Empirical seismic fragility models for Nepalese school buildings, Nat Hazards, 105, 339–362, https://doi.org/10.1007/s11069-020-04312-1, 2021b.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "datapoints_given", "mu": -1.77195684178296, "sigma": 1.3000000002856735, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.772, σ=1.300, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.17325873807054 }, { "x": 0.1, "y": 0.34157238836473 }, { "x": 0.15, "y": 0.46164935927928 }, { "x": 0.2, "y": 0.54974398867765 }, { "x": 0.25, "y": 0.61663826671993 }, { "x": 0.3, "y": 0.66891197972922 }, { "x": 0.35, "y": 0.71071962557492 }, { "x": 0.4, "y": 0.74479669745256 }, { "x": 0.45, "y": 0.7730132405802 }, { "x": 0.5, "y": 0.79668921513403 }, { "x": 0.55, "y": 0.81678192487805 }, { "x": 0.6, "y": 0.83400190900914 }, { "x": 0.65, "y": 0.84888715944141 }, { "x": 0.7, "y": 0.86185213114575 }, { "x": 0.75, "y": 0.87322098763431 }, { "x": 0.8, "y": 0.88325069096203 }, { "x": 0.85, "y": 0.89214737627241 }, { "x": 0.9, "y": 0.90007818122242 }, { "x": 0.95, "y": 0.90717993471058 }, { "x": 1, "y": 0.91356563459836 } ] }, { "id": 997, "curve_id": "E21.5", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Rubber stone mud unreinforced masonry single story (URM-SM1)", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021a)", "source_detail": "Giordano, N., Luca, F. De, and Sextos, A.: Analytical fragility curves for masonry school building portfolios in Nepal, Bulletin of Earthquake Engineering, 19, 1121–1150, https://doi.org/10.1007/s10518-020-00989-8, 2021a.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "datapoints_given", "mu": -3.05760767727322, "sigma": 0.37000000000695071, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-3.058, σ=0.370, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.56640578283 }, { "x": 0.1, "y": 0.97935477745011 }, { "x": 0.15, "y": 0.99914497643204 }, { "x": 0.2, "y": 0.99995460497935 }, { "x": 0.25, "y": 0.99999686483752 }, { "x": 0.3, "y": 0.9999997276008 }, { "x": 0.35, "y": 0.99999997125663 }, { "x": 0.4, "y": 0.99999999642458 }, { "x": 0.45, "y": 0.99999999948817 }, { "x": 0.5, "y": 0.99999999991729 }, { "x": 0.55, "y": 0.99999999998515 }, { "x": 0.6, "y": 0.99999999999707 }, { "x": 0.65, "y": 0.99999999999937 }, { "x": 0.7, "y": 0.99999999999986 }, { "x": 0.75, "y": 0.99999999999996 }, { "x": 0.8, "y": 0.99999999999999 }, { "x": 0.85, "y": 1 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 998, "curve_id": "E21.6", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Rubber stone mud unreinforced masonry two to three stories (URM-SM23) ", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021a)", "source_detail": "Giordano, N., Luca, F. De, and Sextos, A.: Analytical fragility curves for masonry school building portfolios in Nepal, Bulletin of Earthquake Engineering, 19, 1121–1150, https://doi.org/10.1007/s10518-020-00989-8, 2021a.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "datapoints_given", "mu": -3.29683820191705, "sigma": 0.41000112186886689, "method": "Curve fitting", "mu_sigma_quality": 0.99999999999981948, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-3.297, σ=0.410, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.76864831857545 }, { "x": 0.1, "y": 0.99234592352597 }, { "x": 0.15, "y": 0.99967985230328 }, { "x": 0.2, "y": 0.99998069202922 }, { "x": 0.25, "y": 0.99999841788496 }, { "x": 0.3, "y": 0.9999998342067 }, { "x": 0.35, "y": 0.99999997879672 }, { "x": 0.4, "y": 0.99999999680488 }, { "x": 0.45, "y": 0.99999999944761 }, { "x": 0.5, "y": 0.99999999989267 }, { "x": 0.55, "y": 0.99999999997694 }, { "x": 0.6, "y": 0.99999999999459 }, { "x": 0.65, "y": 0.99999999999863 }, { "x": 0.7, "y": 0.99999999999963 }, { "x": 0.75, "y": 0.99999999999989 }, { "x": 0.8, "y": 0.99999999999997 }, { "x": 0.85, "y": 0.99999999999999 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 999, "curve_id": "E21.7", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Brick-mud unreinforced masonry single story (URM-BM1)", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021a)", "source_detail": "Giordano, N., Luca, F. De, and Sextos, A.: Analytical fragility curves for masonry school building portfolios in Nepal, Bulletin of Earthquake Engineering, 19, 1121–1150, https://doi.org/10.1007/s10518-020-00989-8, 2021a.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "datapoints_given", "mu": -3.29688711072135, "sigma": 0.29004791034563754, "method": "Curve fitting", "mu_sigma_quality": 0.99999999999116551, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-3.297, σ=0.290, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.85043326521709 }, { "x": 0.1, "y": 0.99969648766664 }, { "x": 0.15, "y": 0.99999930562228 }, { "x": 0.2, "y": 0.99999999703321 }, { "x": 0.25, "y": 0.99999999997772 }, { "x": 0.3, "y": 0.99999999999973 }, { "x": 0.35, "y": 1 }, { "x": 0.4, "y": 1 }, { "x": 0.45, "y": 1 }, { "x": 0.5, "y": 1 }, { "x": 0.55, "y": 1 }, { "x": 0.6, "y": 1 }, { "x": 0.65, "y": 1 }, { "x": 0.7, "y": 1 }, { "x": 0.75, "y": 1 }, { "x": 0.8, "y": 1 }, { "x": 0.85, "y": 1 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 1000, "curve_id": "E21.8", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Brick-mud unreinforced masonry two-to-four stories (URM-BM24)", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021a)", "source_detail": "Giordano, N., Luca, F. De, and Sextos, A.: Analytical fragility curves for masonry school building portfolios in Nepal, Bulletin of Earthquake Engineering, 19, 1121–1150, https://doi.org/10.1007/s10518-020-00989-8, 2021a.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "datapoints_given", "mu": -2.04022082859069, "sigma": 0.5000000004706795, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.040, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.02800081968424 }, { "x": 0.1, "y": 0.29988596099091 }, { "x": 0.15, "y": 0.61263817424469 }, { "x": 0.2, "y": 0.80553676004379 }, { "x": 0.25, "y": 0.90453840214864 }, { "x": 0.3, "y": 0.95278672678233 }, { "x": 0.35, "y": 0.97619300119496 }, { "x": 0.4, "y": 0.98770744692004 }, { "x": 0.45, "y": 0.99349373645418 }, { "x": 0.5, "y": 0.99647155145704 }, { "x": 0.55, "y": 0.99804148684139 }, { "x": 0.6, "y": 0.99888883716312 }, { "x": 0.65, "y": 0.99935652898709 }, { "x": 0.7, "y": 0.99962017297631 }, { "x": 0.75, "y": 0.99977176281856 }, { "x": 0.8, "y": 0.99986055317475 }, { "x": 0.85, "y": 0.99991346888598 }, { "x": 0.9, "y": 0.99994551992995 }, { "x": 0.95, "y": 0.99996523013266 }, { "x": 1, "y": 0.9999775248945 }, { "x": 1.05, "y": 0.99998529723816 }, { "x": 1.1, "y": 0.9999902727853 }, { "x": 1.15, "y": 0.99999349585367 }, { "x": 1.2, "y": 0.99999560713913 }, { "x": 1.25, "y": 0.99999700481262 }, { "x": 1.3, "y": 0.9999979393566 }, { "x": 1.35, "y": 0.99999857017193 }, { "x": 1.4, "y": 0.99999899981106 }, { "x": 1.45, "y": 0.99999929493942 }, { "x": 1.5, "y": 0.99999949932215 }, { "x": 1.55, "y": 0.99999964196082 }, { "x": 1.6, "y": 0.9999997422457 }, { "x": 1.65, "y": 0.99999981325166 }, { "x": 1.7, "y": 0.99999986386686 }, { "x": 1.75, "y": 0.99999990018041 }, { "x": 1.8, "y": 0.99999992639485 }, { "x": 1.85, "y": 0.99999994543135 }, { "x": 1.9, "y": 0.99999995933422 }, { "x": 1.95, "y": 0.99999996954355 }, { "x": 2, "y": 0.9999999770801 }, { "x": 2.05, "y": 0.99999998267184 }, { "x": 2.1, "y": 0.99999998684089 }, { "x": 2.15, "y": 0.99999998996387 }, { "x": 2.2, "y": 0.99999999231388 }, { "x": 2.25, "y": 0.99999999408999 }, { "x": 2.3, "y": 0.99999999543805 }, { "x": 2.35, "y": 0.9999999964654 }, { "x": 2.4, "y": 0.99999999725144 }, { "x": 2.45, "y": 0.99999999785517 }, { "x": 2.5, "y": 0.99999999832058 }, { "x": 2.55, "y": 0.99999999868065 }, { "x": 2.6, "y": 0.9999999989602 }, { "x": 2.65, "y": 0.99999999917797 }, { "x": 2.7, "y": 0.99999999934817 }, { "x": 2.75, "y": 0.99999999948161 }, { "x": 2.8, "y": 0.99999999958656 }, { "x": 2.85, "y": 0.99999999966935 }, { "x": 2.9, "y": 0.99999999973485 }, { "x": 2.95, "y": 0.99999999978681 }, { "x": 3, "y": 0.99999999982815 }, { "x": 3.05, "y": 0.99999999986113 }, { "x": 3.1, "y": 0.99999999988751 }, { "x": 3.15, "y": 0.99999999990867 }, { "x": 3.2, "y": 0.99999999992567 }, { "x": 3.25, "y": 0.99999999993937 }, { "x": 3.3, "y": 0.99999999995044 }, { "x": 3.35, "y": 0.9999999999594 }, { "x": 3.4, "y": 0.99999999996667 }, { "x": 3.45, "y": 0.99999999997258 }, { "x": 3.5, "y": 0.9999999999774 }, { "x": 3.55, "y": 0.99999999998134 }, { "x": 3.6, "y": 0.99999999998456 }, { "x": 3.65, "y": 0.9999999999872 }, { "x": 3.7, "y": 0.99999999998937 }, { "x": 3.75, "y": 0.99999999999116 }, { "x": 3.8, "y": 0.99999999999263 }, { "x": 3.85, "y": 0.99999999999385 }, { "x": 3.9, "y": 0.99999999999486 }, { "x": 3.94999999999999, "y": 0.99999999999569 }, { "x": 3.99999999999999, "y": 0.99999999999638 } ] }, { "id": 1001, "curve_id": "E21.9", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Brick-cement unreinforced masonry single story (URM-BC1)", "source_type": "Peer-reviewed", "source_abbrev": "Giordano et al. (2021a)", "source_detail": "Giordano, N., Luca, F. De, and Sextos, A.: Analytical fragility curves for masonry school building portfolios in Nepal, Bulletin of Earthquake Engineering, 19, 1121–1150, https://doi.org/10.1007/s10518-020-00989-8, 2021a.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "datapoints_given", "mu": -1.60943791243411, "sigma": 0.270000000000195, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.609, σ=0.270, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.4150504E-07 }, { "x": 0.1, "y": 0.00512599886939 }, { "x": 0.15, "y": 0.1433273148364 }, { "x": 0.2, "y": 0.5 }, { "x": 0.25, "y": 0.79572771899466 }, { "x": 0.3, "y": 0.9334156205588 }, { "x": 0.35, "y": 0.98089761757195 }, { "x": 0.4, "y": 0.99487400113061 }, { "x": 0.45, "y": 0.99866529210706 }, { "x": 0.5, "y": 0.99965518551532 }, { "x": 0.55, "y": 0.99991040122714 }, { "x": 0.6, "y": 0.99997638567972 }, { "x": 0.65, "y": 0.99999365515994 }, { "x": 0.7, "y": 0.99999825679756 }, { "x": 0.75, "y": 0.99999950945019 }, { "x": 0.8, "y": 0.99999985849496 }, { "x": 0.85, "y": 0.99999995814862 }, { "x": 0.9, "y": 0.99999998731098 }, { "x": 0.95, "y": 0.99999999605768 }, { "x": 1, "y": 0.99999999874559 }, { "x": 1.05, "y": 0.99999999959149 }, { "x": 1.1, "y": 0.99999999986394 }, { "x": 1.15, "y": 0.99999999995369 }, { "x": 1.2, "y": 0.9999999999839 }, { "x": 1.25, "y": 0.99999999999429 }, { "x": 1.3, "y": 0.99999999999793 }, { "x": 1.35, "y": 0.99999999999924 }, { "x": 1.4, "y": 0.99999999999971 }, { "x": 1.45, "y": 0.99999999999989 }, { "x": 1.5, "y": 0.99999999999996 }, { "x": 1.55, "y": 0.99999999999998 }, { "x": 1.6, "y": 0.99999999999999 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 1002, "curve_id": "E4.1", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.27296567585057, "sigma": 0.30000000022793882, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.273, σ=0.300, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 4.66292E-09 }, { "x": 0.1, "y": 0.00029950229149 }, { "x": 0.15, "y": 0.01873918978306 }, { "x": 0.2, "y": 0.13102177981598 }, { "x": 0.25, "y": 0.3528035969403 }, { "x": 0.3, "y": 0.59094488301315 }, { "x": 0.35, "y": 0.7715048412238 }, { "x": 0.4, "y": 0.88276373275118 }, { "x": 0.45, "y": 0.94312115892288 }, { "x": 0.5, "y": 0.97336516256322 }, { "x": 0.55, "y": 0.98778913444935 }, { "x": 0.6, "y": 0.9944647704583 }, { "x": 0.65, "y": 0.99750187825375 }, { "x": 0.7, "y": 0.99887207731229 }, { "x": 0.75, "y": 0.99948878116098 }, { "x": 0.8, "y": 0.99976685295416 }, { "x": 0.85, "y": 0.99989283109022 }, { "x": 0.9, "y": 0.99995029290254 }, { "x": 0.95, "y": 0.99997671854514 }, { "x": 1, "y": 0.99998898318494 }, { "x": 1.05, "y": 0.9999947315749 }, { "x": 1.1, "y": 0.99999745349499 }, { "x": 1.15, "y": 0.99999875588662 }, { "x": 1.2, "y": 0.99999938566545 }, { "x": 1.25, "y": 0.99999969342846 }, { "x": 1.3, "y": 0.99999984541246 }, { "x": 1.35, "y": 0.99999992124945 }, { "x": 1.4, "y": 0.99999995947896 }, { "x": 1.45, "y": 0.99999997894473 }, { "x": 1.5, "y": 0.99999998895423 }, { "x": 1.55, "y": 0.99999999415096 }, { "x": 1.6, "y": 0.99999999687445 }, { "x": 1.65, "y": 0.99999999831492 }, { "x": 1.7, "y": 0.99999999908364 }, { "x": 1.75, "y": 0.99999999949747 }, { "x": 1.8, "y": 0.99999999972215 }, { "x": 1.85, "y": 0.99999999984514 }, { "x": 1.9, "y": 0.99999999991302 }, { "x": 1.95, "y": 0.99999999995078 }, { "x": 2, "y": 0.99999999997194 }, { "x": 2.05, "y": 0.99999999998389 }, { "x": 2.1, "y": 0.99999999999068 }, { "x": 2.15, "y": 0.99999999999458 }, { "x": 2.2, "y": 0.99999999999682 }, { "x": 2.25, "y": 0.99999999999813 }, { "x": 2.3, "y": 0.99999999999889 }, { "x": 2.35, "y": 0.99999999999934 }, { "x": 2.4, "y": 0.9999999999996 }, { "x": 2.45, "y": 0.99999999999976 }, { "x": 2.5, "y": 0.99999999999985 }, { "x": 2.55, "y": 0.99999999999991 }, { "x": 2.6, "y": 0.99999999999994 }, { "x": 2.65, "y": 0.99999999999997 }, { "x": 2.7, "y": 0.99999999999998 }, { "x": 2.75, "y": 0.99999999999999 }, { "x": 2.8, "y": 0.99999999999999 }, { "x": 2.85, "y": 0.99999999999999 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 1003, "curve_id": "E4.2", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.31423200874717, "sigma": 0.56820548586402342, "method": "Curve fitting", "mu_sigma_quality": 0.99982685936424243, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.314, σ=0.568, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.12399499425286 }, { "x": 0.1, "y": 0.5 }, { "x": 0.15, "y": 0.76950245681495 }, { "x": 0.2, "y": 0.8962135782486 }, { "x": 0.25, "y": 0.95214161459278 }, { "x": 0.3, "y": 0.9771132986774 }, { "x": 0.35, "y": 0.98862928695489 }, { "x": 0.4, "y": 0.99414117414235 }, { "x": 0.45, "y": 0.99687801129647 }, { "x": 0.5, "y": 0.99828462853145 }, { "x": 0.55, "y": 0.99903089947488 }, { "x": 0.6, "y": 0.99943849263688 }, { "x": 0.65, "y": 0.99966708591398 }, { "x": 0.7, "y": 0.99979842905821 }, { "x": 0.75, "y": 0.99987558447348 }, { "x": 0.8, "y": 0.99992183826959 }, { "x": 0.85, "y": 0.99995009007961 }, { "x": 0.9, "y": 0.99996764656202 }, { "x": 0.95, "y": 0.99997873228399 }, { "x": 1, "y": 0.99998583669794 }, { "x": 1.05, "y": 0.99999045289947 }, { "x": 1.1, "y": 0.99999349121665 }, { "x": 1.15, "y": 0.9999955152253 }, { "x": 1.2, "y": 0.99999687885397 }, { "x": 1.25, "y": 0.9999978073676 }, { "x": 1.3, "y": 0.9999984459537 }, { "x": 1.35, "y": 0.99999888930078 }, { "x": 1.4, "y": 0.99999919985439 }, { "x": 1.45, "y": 0.99999941923153 }, { "x": 1.5, "y": 0.99999957544502 }, { "x": 1.55, "y": 0.99999968752891 }, { "x": 1.6, "y": 0.99999976853245 }, { "x": 1.65, "y": 0.99999982747803 }, { "x": 1.7, "y": 0.99999987065442 }, { "x": 1.75, "y": 0.99999990247884 }, { "x": 1.8, "y": 0.99999992607674 }, { "x": 1.85, "y": 0.99999994367514 }, { "x": 1.9, "y": 0.99999995687154 }, { "x": 1.95, "y": 0.99999996681923 }, { "x": 2, "y": 0.99999997435594 }, { "x": 2.05, "y": 0.99999998009377 }, { "x": 2.1, "y": 0.9999999844825 }, { "x": 2.15, "y": 0.99999998785444 }, { "x": 2.2, "y": 0.99999999045639 }, { "x": 2.25, "y": 0.99999999247256 }, { "x": 2.3, "y": 0.99999999404112 }, { "x": 2.35, "y": 0.99999999526619 }, { "x": 2.4, "y": 0.99999999622659 }, { "x": 2.45, "y": 0.99999999698222 }, { "x": 2.5, "y": 0.99999999757883 }, { "x": 2.55, "y": 0.99999999805149 }, { "x": 2.6, "y": 0.99999999842718 }, { "x": 2.65, "y": 0.99999999872675 }, { "x": 2.7, "y": 0.99999999896636 }, { "x": 2.75, "y": 0.99999999915859 }, { "x": 2.8, "y": 0.99999999931325 }, { "x": 2.85, "y": 0.99999999943803 }, { "x": 2.9, "y": 0.99999999953899 }, { "x": 2.95, "y": 0.99999999962089 }, { "x": 3, "y": 0.9999999996875 }, { "x": 3.05, "y": 0.99999999974182 }, { "x": 3.1, "y": 0.99999999978621 }, { "x": 3.15, "y": 0.99999999982259 }, { "x": 3.2, "y": 0.99999999985246 }, { "x": 3.25, "y": 0.99999999987704 }, { "x": 3.3, "y": 0.99999999989733 }, { "x": 3.35, "y": 0.99999999991409 }, { "x": 3.4, "y": 0.99999999992798 }, { "x": 3.45, "y": 0.99999999993951 }, { "x": 3.5, "y": 0.99999999994911 }, { "x": 3.55, "y": 0.9999999999571 }, { "x": 3.6, "y": 0.99999999996377 }, { "x": 3.65, "y": 0.99999999996936 }, { "x": 3.7, "y": 0.99999999997404 }, { "x": 3.75, "y": 0.99999999997797 }, { "x": 3.8, "y": 0.99999999998127 }, { "x": 3.85, "y": 0.99999999998405 }, { "x": 3.9, "y": 0.9999999999864 }, { "x": 3.94999999999999, "y": 0.99999999998839 }, { "x": 3.99999999999999, "y": 0.99999999999007 } ] }, { "id": 1004, "curve_id": "E4.3", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "figure_given", "mu": -1.28861620708009, "sigma": 0.203453802630571, "method": "Curve fitting", "mu_sigma_quality": 0.99990776777700485, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.289, σ=0.203, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0.007 }, { "x": 0.2, "y": 0.07 }, { "x": 0.25, "y": 0.305 }, { "x": 0.3, "y": 0.668 }, { "x": 0.35, "y": 0.881 }, { "x": 0.4, "y": 0.961 }, { "x": 0.45, "y": 0.991 }, { "x": 0.5, "y": 1 }, { "x": 0.55, "y": 1 }, { "x": 0.6, "y": 1 }, { "x": 0.65, "y": 1 }, { "x": 0.7, "y": 1 }, { "x": 0.75, "y": 1 }, { "x": 0.8, "y": 1 }, { "x": 0.85, "y": 1 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 1005, "curve_id": "E4.4", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "figure_given", "mu": -1.74296930506006, "sigma": 0.25000000002953687, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.743, σ=0.250, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.7066659E-07 }, { "x": 0.1, "y": 0.01259543388574 }, { "x": 0.15, "y": 0.26874840023286 }, { "x": 0.2, "y": 0.70337267021157 }, { "x": 0.25, "y": 0.92316677484045 }, { "x": 0.3, "y": 0.9844576209344 }, { "x": 0.35, "y": 0.99721938213769 }, { "x": 0.4, "y": 0.99952801441237 }, { "x": 0.45, "y": 0.99992090481627 }, { "x": 0.5, "y": 0.99998661225015 }, { "x": 0.55, "y": 0.99999768099593 }, { "x": 0.6, "y": 0.99999958584173 }, { "x": 0.65, "y": 0.99999992343079 }, { "x": 0.7, "y": 0.99999998531719 }, { "x": 0.75, "y": 0.99999999707778 }, { "x": 0.8, "y": 0.99999999939647 }, { "x": 0.85, "y": 0.99999999987073 }, { "x": 0.9, "y": 0.99999999997132 }, { "x": 0.95, "y": 0.99999999999341 }, { "x": 1, "y": 0.99999999999844 }, { "x": 1.05, "y": 0.99999999999962 }, { "x": 1.1, "y": 0.9999999999999 }, { "x": 1.15, "y": 0.99999999999997 }, { "x": 1.2, "y": 0.99999999999999 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 1006, "curve_id": "E5.1", "sector": "Energy", "ci_type": "Cable", "ci_desc": "Distribution circuit", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.27296567585057, "sigma": 0.30000000022793882, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.273, σ=0.300, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 4.66292E-09 }, { "x": 0.1, "y": 0.00029950229149 }, { "x": 0.15, "y": 0.01873918978306 }, { "x": 0.2, "y": 0.13102177981598 }, { "x": 0.25, "y": 0.3528035969403 }, { "x": 0.3, "y": 0.59094488301315 }, { "x": 0.35, "y": 0.7715048412238 }, { "x": 0.4, "y": 0.88276373275118 }, { "x": 0.45, "y": 0.94312115892288 }, { "x": 0.5, "y": 0.97336516256322 }, { "x": 0.55, "y": 0.98778913444935 }, { "x": 0.6, "y": 0.9944647704583 }, { "x": 0.65, "y": 0.99750187825375 }, { "x": 0.7, "y": 0.99887207731229 }, { "x": 0.75, "y": 0.99948878116098 }, { "x": 0.8, "y": 0.99976685295416 }, { "x": 0.85, "y": 0.99989283109022 }, { "x": 0.9, "y": 0.99995029290254 }, { "x": 0.95, "y": 0.99997671854514 }, { "x": 1, "y": 0.99998898318494 }, { "x": 1.05, "y": 0.9999947315749 }, { "x": 1.1, "y": 0.99999745349499 }, { "x": 1.15, "y": 0.99999875588662 }, { "x": 1.2, "y": 0.99999938566545 }, { "x": 1.25, "y": 0.99999969342846 }, { "x": 1.3, "y": 0.99999984541246 }, { "x": 1.35, "y": 0.99999992124945 }, { "x": 1.4, "y": 0.99999995947896 }, { "x": 1.45, "y": 0.99999997894473 }, { "x": 1.5, "y": 0.99999998895423 }, { "x": 1.55, "y": 0.99999999415096 }, { "x": 1.6, "y": 0.99999999687445 }, { "x": 1.65, "y": 0.99999999831492 }, { "x": 1.7, "y": 0.99999999908364 }, { "x": 1.75, "y": 0.99999999949747 }, { "x": 1.8, "y": 0.99999999972215 }, { "x": 1.85, "y": 0.99999999984514 }, { "x": 1.9, "y": 0.99999999991302 }, { "x": 1.95, "y": 0.99999999995078 }, { "x": 2, "y": 0.99999999997194 }, { "x": 2.05, "y": 0.99999999998389 }, { "x": 2.1, "y": 0.99999999999068 }, { "x": 2.15, "y": 0.99999999999458 }, { "x": 2.2, "y": 0.99999999999682 }, { "x": 2.25, "y": 0.99999999999813 }, { "x": 2.3, "y": 0.99999999999889 }, { "x": 2.35, "y": 0.99999999999934 }, { "x": 2.4, "y": 0.9999999999996 }, { "x": 2.45, "y": 0.99999999999976 }, { "x": 2.5, "y": 0.99999999999985 }, { "x": 2.55, "y": 0.99999999999991 }, { "x": 2.6, "y": 0.99999999999994 }, { "x": 2.65, "y": 0.99999999999997 }, { "x": 2.7, "y": 0.99999999999998 }, { "x": 2.75, "y": 0.99999999999999 }, { "x": 2.8, "y": 0.99999999999999 }, { "x": 2.85, "y": 0.99999999999999 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 1007, "curve_id": "E5.2", "sector": "Energy", "ci_type": "Cable", "ci_desc": "Distribution circuit", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.31423200874717, "sigma": 0.56820548586402342, "method": "Curve fitting", "mu_sigma_quality": 0.99982685936424243, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.314, σ=0.568, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.12399499425286 }, { "x": 0.1, "y": 0.5 }, { "x": 0.15, "y": 0.76950245681495 }, { "x": 0.2, "y": 0.8962135782486 }, { "x": 0.25, "y": 0.95214161459278 }, { "x": 0.3, "y": 0.9771132986774 }, { "x": 0.35, "y": 0.98862928695489 }, { "x": 0.4, "y": 0.99414117414235 }, { "x": 0.45, "y": 0.99687801129647 }, { "x": 0.5, "y": 0.99828462853145 }, { "x": 0.55, "y": 0.99903089947488 }, { "x": 0.6, "y": 0.99943849263688 }, { "x": 0.65, "y": 0.99966708591398 }, { "x": 0.7, "y": 0.99979842905821 }, { "x": 0.75, "y": 0.99987558447348 }, { "x": 0.8, "y": 0.99992183826959 }, { "x": 0.85, "y": 0.99995009007961 }, { "x": 0.9, "y": 0.99996764656202 }, { "x": 0.95, "y": 0.99997873228399 }, { "x": 1, "y": 0.99998583669794 }, { "x": 1.05, "y": 0.99999045289947 }, { "x": 1.1, "y": 0.99999349121665 }, { "x": 1.15, "y": 0.9999955152253 }, { "x": 1.2, "y": 0.99999687885397 }, { "x": 1.25, "y": 0.9999978073676 }, { "x": 1.3, "y": 0.9999984459537 }, { "x": 1.35, "y": 0.99999888930078 }, { "x": 1.4, "y": 0.99999919985439 }, { "x": 1.45, "y": 0.99999941923153 }, { "x": 1.5, "y": 0.99999957544502 }, { "x": 1.55, "y": 0.99999968752891 }, { "x": 1.6, "y": 0.99999976853245 }, { "x": 1.65, "y": 0.99999982747803 }, { "x": 1.7, "y": 0.99999987065442 }, { "x": 1.75, "y": 0.99999990247884 }, { "x": 1.8, "y": 0.99999992607674 }, { "x": 1.85, "y": 0.99999994367514 }, { "x": 1.9, "y": 0.99999995687154 }, { "x": 1.95, "y": 0.99999996681923 }, { "x": 2, "y": 0.99999997435594 }, { "x": 2.05, "y": 0.99999998009377 }, { "x": 2.1, "y": 0.9999999844825 }, { "x": 2.15, "y": 0.99999998785444 }, { "x": 2.2, "y": 0.99999999045639 }, { "x": 2.25, "y": 0.99999999247256 }, { "x": 2.3, "y": 0.99999999404112 }, { "x": 2.35, "y": 0.99999999526619 }, { "x": 2.4, "y": 0.99999999622659 }, { "x": 2.45, "y": 0.99999999698222 }, { "x": 2.5, "y": 0.99999999757883 }, { "x": 2.55, "y": 0.99999999805149 }, { "x": 2.6, "y": 0.99999999842718 }, { "x": 2.65, "y": 0.99999999872675 }, { "x": 2.7, "y": 0.99999999896636 }, { "x": 2.75, "y": 0.99999999915859 }, { "x": 2.8, "y": 0.99999999931325 }, { "x": 2.85, "y": 0.99999999943803 }, { "x": 2.9, "y": 0.99999999953899 }, { "x": 2.95, "y": 0.99999999962089 }, { "x": 3, "y": 0.9999999996875 }, { "x": 3.05, "y": 0.99999999974182 }, { "x": 3.1, "y": 0.99999999978621 }, { "x": 3.15, "y": 0.99999999982259 }, { "x": 3.2, "y": 0.99999999985246 }, { "x": 3.25, "y": 0.99999999987704 }, { "x": 3.3, "y": 0.99999999989733 }, { "x": 3.35, "y": 0.99999999991409 }, { "x": 3.4, "y": 0.99999999992798 }, { "x": 3.45, "y": 0.99999999993951 }, { "x": 3.5, "y": 0.99999999994911 }, { "x": 3.55, "y": 0.9999999999571 }, { "x": 3.6, "y": 0.99999999996377 }, { "x": 3.65, "y": 0.99999999996936 }, { "x": 3.7, "y": 0.99999999997404 }, { "x": 3.75, "y": 0.99999999997797 }, { "x": 3.8, "y": 0.99999999998127 }, { "x": 3.85, "y": 0.99999999998405 }, { "x": 3.9, "y": 0.9999999999864 }, { "x": 3.94999999999999, "y": 0.99999999998839 }, { "x": 3.99999999999999, "y": 0.99999999999007 } ] }, { "id": 1008, "curve_id": "E5.3", "sector": "Energy", "ci_type": "Cable", "ci_desc": "Distribution circuit", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "figure_given", "mu": -1.28861620708009, "sigma": 0.203453802630571, "method": "Curve fitting", "mu_sigma_quality": 0.99990776777700485, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.289, σ=0.203, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0.007 }, { "x": 0.2, "y": 0.07 }, { "x": 0.25, "y": 0.305 }, { "x": 0.3, "y": 0.668 }, { "x": 0.35, "y": 0.881 }, { "x": 0.4, "y": 0.961 }, { "x": 0.45, "y": 0.991 }, { "x": 0.5, "y": 1 }, { "x": 0.55, "y": 1 }, { "x": 0.6, "y": 1 }, { "x": 0.65, "y": 1 }, { "x": 0.7, "y": 1 }, { "x": 0.75, "y": 1 }, { "x": 0.8, "y": 1 }, { "x": 0.85, "y": 1 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 1009, "curve_id": "E5.4", "sector": "Energy", "ci_type": "Cable", "ci_desc": "Distribution circuit", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "figure_given", "mu": -1.74296930506006, "sigma": 0.25000000002953687, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.743, σ=0.250, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.7066659E-07 }, { "x": 0.1, "y": 0.01259543388574 }, { "x": 0.15, "y": 0.26874840023286 }, { "x": 0.2, "y": 0.70337267021157 }, { "x": 0.25, "y": 0.92316677484045 }, { "x": 0.3, "y": 0.9844576209344 }, { "x": 0.35, "y": 0.99721938213769 }, { "x": 0.4, "y": 0.99952801441237 }, { "x": 0.45, "y": 0.99992090481627 }, { "x": 0.5, "y": 0.99998661225015 }, { "x": 0.55, "y": 0.99999768099593 }, { "x": 0.6, "y": 0.99999958584173 }, { "x": 0.65, "y": 0.99999992343079 }, { "x": 0.7, "y": 0.99999998531719 }, { "x": 0.75, "y": 0.99999999707778 }, { "x": 0.8, "y": 0.99999999939647 }, { "x": 0.85, "y": 0.99999999987073 }, { "x": 0.9, "y": 0.99999999997132 }, { "x": 0.95, "y": 0.99999999999341 }, { "x": 1, "y": 0.99999999999844 }, { "x": 1.05, "y": 0.99999999999962 }, { "x": 1.1, "y": 0.9999999999999 }, { "x": 1.15, "y": 0.99999999999997 }, { "x": 1.2, "y": 0.99999999999999 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 1010, "curve_id": "E6.1", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Distribution circuit", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.27296567585057, "sigma": 0.30000000022793882, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.273, σ=0.300, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 4.66292E-09 }, { "x": 0.1, "y": 0.00029950229149 }, { "x": 0.15, "y": 0.01873918978306 }, { "x": 0.2, "y": 0.13102177981598 }, { "x": 0.25, "y": 0.3528035969403 }, { "x": 0.3, "y": 0.59094488301315 }, { "x": 0.35, "y": 0.7715048412238 }, { "x": 0.4, "y": 0.88276373275118 }, { "x": 0.45, "y": 0.94312115892288 }, { "x": 0.5, "y": 0.97336516256322 }, { "x": 0.55, "y": 0.98778913444935 }, { "x": 0.6, "y": 0.9944647704583 }, { "x": 0.65, "y": 0.99750187825375 }, { "x": 0.7, "y": 0.99887207731229 }, { "x": 0.75, "y": 0.99948878116098 }, { "x": 0.8, "y": 0.99976685295416 }, { "x": 0.85, "y": 0.99989283109022 }, { "x": 0.9, "y": 0.99995029290254 }, { "x": 0.95, "y": 0.99997671854514 }, { "x": 1, "y": 0.99998898318494 }, { "x": 1.05, "y": 0.9999947315749 }, { "x": 1.1, "y": 0.99999745349499 }, { "x": 1.15, "y": 0.99999875588662 }, { "x": 1.2, "y": 0.99999938566545 }, { "x": 1.25, "y": 0.99999969342846 }, { "x": 1.3, "y": 0.99999984541246 }, { "x": 1.35, "y": 0.99999992124945 }, { "x": 1.4, "y": 0.99999995947896 }, { "x": 1.45, "y": 0.99999997894473 }, { "x": 1.5, "y": 0.99999998895423 }, { "x": 1.55, "y": 0.99999999415096 }, { "x": 1.6, "y": 0.99999999687445 }, { "x": 1.65, "y": 0.99999999831492 }, { "x": 1.7, "y": 0.99999999908364 }, { "x": 1.75, "y": 0.99999999949747 }, { "x": 1.8, "y": 0.99999999972215 }, { "x": 1.85, "y": 0.99999999984514 }, { "x": 1.9, "y": 0.99999999991302 }, { "x": 1.95, "y": 0.99999999995078 }, { "x": 2, "y": 0.99999999997194 }, { "x": 2.05, "y": 0.99999999998389 }, { "x": 2.1, "y": 0.99999999999068 }, { "x": 2.15, "y": 0.99999999999458 }, { "x": 2.2, "y": 0.99999999999682 }, { "x": 2.25, "y": 0.99999999999813 }, { "x": 2.3, "y": 0.99999999999889 }, { "x": 2.35, "y": 0.99999999999934 }, { "x": 2.4, "y": 0.9999999999996 }, { "x": 2.45, "y": 0.99999999999976 }, { "x": 2.5, "y": 0.99999999999985 }, { "x": 2.55, "y": 0.99999999999991 }, { "x": 2.6, "y": 0.99999999999994 }, { "x": 2.65, "y": 0.99999999999997 }, { "x": 2.7, "y": 0.99999999999998 }, { "x": 2.75, "y": 0.99999999999999 }, { "x": 2.8, "y": 0.99999999999999 }, { "x": 2.85, "y": 0.99999999999999 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 1011, "curve_id": "E6.2", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Distribution circuit", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.31423200874717, "sigma": 0.56820548586402342, "method": "Curve fitting", "mu_sigma_quality": 0.99982685936424243, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.314, σ=0.568, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.12399499425286 }, { "x": 0.1, "y": 0.5 }, { "x": 0.15, "y": 0.76950245681495 }, { "x": 0.2, "y": 0.8962135782486 }, { "x": 0.25, "y": 0.95214161459278 }, { "x": 0.3, "y": 0.9771132986774 }, { "x": 0.35, "y": 0.98862928695489 }, { "x": 0.4, "y": 0.99414117414235 }, { "x": 0.45, "y": 0.99687801129647 }, { "x": 0.5, "y": 0.99828462853145 }, { "x": 0.55, "y": 0.99903089947488 }, { "x": 0.6, "y": 0.99943849263688 }, { "x": 0.65, "y": 0.99966708591398 }, { "x": 0.7, "y": 0.99979842905821 }, { "x": 0.75, "y": 0.99987558447348 }, { "x": 0.8, "y": 0.99992183826959 }, { "x": 0.85, "y": 0.99995009007961 }, { "x": 0.9, "y": 0.99996764656202 }, { "x": 0.95, "y": 0.99997873228399 }, { "x": 1, "y": 0.99998583669794 }, { "x": 1.05, "y": 0.99999045289947 }, { "x": 1.1, "y": 0.99999349121665 }, { "x": 1.15, "y": 0.9999955152253 }, { "x": 1.2, "y": 0.99999687885397 }, { "x": 1.25, "y": 0.9999978073676 }, { "x": 1.3, "y": 0.9999984459537 }, { "x": 1.35, "y": 0.99999888930078 }, { "x": 1.4, "y": 0.99999919985439 }, { "x": 1.45, "y": 0.99999941923153 }, { "x": 1.5, "y": 0.99999957544502 }, { "x": 1.55, "y": 0.99999968752891 }, { "x": 1.6, "y": 0.99999976853245 }, { "x": 1.65, "y": 0.99999982747803 }, { "x": 1.7, "y": 0.99999987065442 }, { "x": 1.75, "y": 0.99999990247884 }, { "x": 1.8, "y": 0.99999992607674 }, { "x": 1.85, "y": 0.99999994367514 }, { "x": 1.9, "y": 0.99999995687154 }, { "x": 1.95, "y": 0.99999996681923 }, { "x": 2, "y": 0.99999997435594 }, { "x": 2.05, "y": 0.99999998009377 }, { "x": 2.1, "y": 0.9999999844825 }, { "x": 2.15, "y": 0.99999998785444 }, { "x": 2.2, "y": 0.99999999045639 }, { "x": 2.25, "y": 0.99999999247256 }, { "x": 2.3, "y": 0.99999999404112 }, { "x": 2.35, "y": 0.99999999526619 }, { "x": 2.4, "y": 0.99999999622659 }, { "x": 2.45, "y": 0.99999999698222 }, { "x": 2.5, "y": 0.99999999757883 }, { "x": 2.55, "y": 0.99999999805149 }, { "x": 2.6, "y": 0.99999999842718 }, { "x": 2.65, "y": 0.99999999872675 }, { "x": 2.7, "y": 0.99999999896636 }, { "x": 2.75, "y": 0.99999999915859 }, { "x": 2.8, "y": 0.99999999931325 }, { "x": 2.85, "y": 0.99999999943803 }, { "x": 2.9, "y": 0.99999999953899 }, { "x": 2.95, "y": 0.99999999962089 }, { "x": 3, "y": 0.9999999996875 }, { "x": 3.05, "y": 0.99999999974182 }, { "x": 3.1, "y": 0.99999999978621 }, { "x": 3.15, "y": 0.99999999982259 }, { "x": 3.2, "y": 0.99999999985246 }, { "x": 3.25, "y": 0.99999999987704 }, { "x": 3.3, "y": 0.99999999989733 }, { "x": 3.35, "y": 0.99999999991409 }, { "x": 3.4, "y": 0.99999999992798 }, { "x": 3.45, "y": 0.99999999993951 }, { "x": 3.5, "y": 0.99999999994911 }, { "x": 3.55, "y": 0.9999999999571 }, { "x": 3.6, "y": 0.99999999996377 }, { "x": 3.65, "y": 0.99999999996936 }, { "x": 3.7, "y": 0.99999999997404 }, { "x": 3.75, "y": 0.99999999997797 }, { "x": 3.8, "y": 0.99999999998127 }, { "x": 3.85, "y": 0.99999999998405 }, { "x": 3.9, "y": 0.9999999999864 }, { "x": 3.94999999999999, "y": 0.99999999998839 }, { "x": 3.99999999999999, "y": 0.99999999999007 } ] }, { "id": 1012, "curve_id": "E6.3", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Distribution circuit", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "figure_given", "mu": -1.28861620708009, "sigma": 0.203453802630571, "method": "Curve fitting", "mu_sigma_quality": 0.99990776777700485, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.289, σ=0.203, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0.007 }, { "x": 0.2, "y": 0.07 }, { "x": 0.25, "y": 0.305 }, { "x": 0.3, "y": 0.668 }, { "x": 0.35, "y": 0.881 }, { "x": 0.4, "y": 0.961 }, { "x": 0.45, "y": 0.991 }, { "x": 0.5, "y": 1 }, { "x": 0.55, "y": 1 }, { "x": 0.6, "y": 1 }, { "x": 0.65, "y": 1 }, { "x": 0.7, "y": 1 }, { "x": 0.75, "y": 1 }, { "x": 0.8, "y": 1 }, { "x": 0.85, "y": 1 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 1013, "curve_id": "E6.4", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Distribution circuit", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "figure_given", "mu": -1.74296930506006, "sigma": 0.25000000002953687, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.743, σ=0.250, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.7066659E-07 }, { "x": 0.1, "y": 0.01259543388574 }, { "x": 0.15, "y": 0.26874840023286 }, { "x": 0.2, "y": 0.70337267021157 }, { "x": 0.25, "y": 0.92316677484045 }, { "x": 0.3, "y": 0.9844576209344 }, { "x": 0.35, "y": 0.99721938213769 }, { "x": 0.4, "y": 0.99952801441237 }, { "x": 0.45, "y": 0.99992090481627 }, { "x": 0.5, "y": 0.99998661225015 }, { "x": 0.55, "y": 0.99999768099593 }, { "x": 0.6, "y": 0.99999958584173 }, { "x": 0.65, "y": 0.99999992343079 }, { "x": 0.7, "y": 0.99999998531719 }, { "x": 0.75, "y": 0.99999999707778 }, { "x": 0.8, "y": 0.99999999939647 }, { "x": 0.85, "y": 0.99999999987073 }, { "x": 0.9, "y": 0.99999999997132 }, { "x": 0.95, "y": 0.99999999999341 }, { "x": 1, "y": 0.99999999999844 }, { "x": 1.05, "y": 0.99999999999962 }, { "x": 1.1, "y": 0.9999999999999 }, { "x": 1.15, "y": 0.99999999999997 }, { "x": 1.2, "y": 0.99999999999999 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 1014, "curve_id": "E8.1", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Anchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.46967597005894, "sigma": 0.50000000000000044, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.470, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00113618418149 }, { "x": 0.1, "y": 0.04787481043532 }, { "x": 0.15, "y": 0.19630656902954 }, { "x": 0.2, "y": 0.38992140541754 }, { "x": 0.25, "y": 0.56622181938642 }, { "x": 0.3, "y": 0.70243138252288 }, { "x": 0.35, "y": 0.79946384969407 }, { "x": 0.4, "y": 0.86580341206292 }, { "x": 0.45, "y": 0.91025655084882 }, { "x": 0.5, "y": 0.93979531029768 }, { "x": 0.55, "y": 0.95939236780995 }, { "x": 0.6, "y": 0.97242551306122 }, { "x": 0.65, "y": 0.98113546804519 }, { "x": 0.7, "y": 0.98699297802264 }, { "x": 0.75, "y": 0.9909602959105 }, { "x": 0.8, "y": 0.99366771412026 }, { "x": 0.85, "y": 0.99552965974098 }, { "x": 0.9, "y": 0.99682010790721 }, { "x": 0.95, "y": 0.99772134542808 }, { "x": 1, "y": 0.99835550314621 }, { "x": 1.05, "y": 0.9988050042383 }, { "x": 1.1, "y": 0.99912588606237 }, { "x": 1.15, "y": 0.99935652898709 }, { "x": 1.2, "y": 0.99952341243019 }, { "x": 1.25, "y": 0.99964493638054 }, { "x": 1.3, "y": 0.99973397633574 }, { "x": 1.35, "y": 0.9997996035287 }, { "x": 1.4, "y": 0.99984825131871 }, { "x": 1.45, "y": 0.99988451157402 }, { "x": 1.5, "y": 0.99991168214929 }, { "x": 1.55, "y": 0.99993214577653 }, { "x": 1.6, "y": 0.99994763399842 }, { "x": 1.65, "y": 0.99995941219355 }, { "x": 1.7, "y": 0.99996841008712 }, { "x": 1.75, "y": 0.99997531436165 }, { "x": 1.8, "y": 0.99998063475635 }, { "x": 1.85, "y": 0.99998475151061 }, { "x": 1.9, "y": 0.9999879496033 }, { "x": 1.95, "y": 0.9999904435936 }, { "x": 2, "y": 0.99999239573558 }, { "x": 2.05, "y": 0.99999392925354 }, { "x": 2.1, "y": 0.99999513811766 }, { "x": 2.15, "y": 0.99999609427619 }, { "x": 2.2, "y": 0.99999685303005 }, { "x": 2.25, "y": 0.99999745704457 }, { "x": 2.3, "y": 0.9999979393566 }, { "x": 2.35, "y": 0.99999832563791 }, { "x": 2.4, "y": 0.99999863590558 }, { "x": 2.45, "y": 0.99999888581958 }, { "x": 2.5, "y": 0.99999908767079 }, { "x": 2.55, "y": 0.99999925113622 }, { "x": 2.6, "y": 0.99999938385811 }, { "x": 2.65, "y": 0.99999949188975 }, { "x": 2.7, "y": 0.99999958003971 }, { "x": 2.75, "y": 0.9999996521385 }, { "x": 2.8, "y": 0.99999971124591 }, { "x": 2.85, "y": 0.99999975981254 }, { "x": 2.9, "y": 0.99999979980624 }, { "x": 2.95, "y": 0.99999983281117 }, { "x": 3, "y": 0.99999986010577 }, { "x": 3.05, "y": 0.99999988272425 }, { "x": 3.1, "y": 0.99999990150521 }, { "x": 3.15, "y": 0.99999991713016 }, { "x": 3.2, "y": 0.99999993015425 }, { "x": 3.25, "y": 0.99999994103062 }, { "x": 3.3, "y": 0.99999995012998 }, { "x": 3.35, "y": 0.99999995775621 }, { "x": 3.4, "y": 0.99999996415891 }, { "x": 3.45, "y": 0.99999996954355 }, { "x": 3.5, "y": 0.99999997407953 }, { "x": 3.55, "y": 0.99999997790684 }, { "x": 3.6, "y": 0.99999998114135 }, { "x": 3.65, "y": 0.99999998387914 }, { "x": 3.7, "y": 0.99999998620005 }, { "x": 3.75, "y": 0.99999998817049 }, { "x": 3.8, "y": 0.99999998984584 }, { "x": 3.85, "y": 0.99999999127235 }, { "x": 3.9, "y": 0.99999999248869 }, { "x": 3.94999999999999, "y": 0.99999999352726 }, { "x": 3.99999999999999, "y": 0.99999999441525 } ] }, { "id": 1015, "curve_id": "E8.10", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Light rail DC power substation", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.20727491503858, "sigma": 0.50000000973031633, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.207, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.05740757443538 }, { "x": 0.1, "y": 0.42441151900585 }, { "x": 0.15, "y": 0.73247309655775 }, { "x": 0.2, "y": 0.88408809962101 }, { "x": 0.25, "y": 0.94970096742297 }, { "x": 0.3, "y": 0.97760408906404 }, { "x": 0.35, "y": 0.98969094996446 }, { "x": 0.4, "y": 0.99508807048943 }, { "x": 0.45, "y": 0.9975803037404 }, { "x": 0.5, "y": 0.99877014971776 }, { "x": 0.55, "y": 0.99935652898709 }, { "x": 0.6, "y": 0.99965421380681 }, { "x": 0.65, "y": 0.99980955618043 }, { "x": 0.7, "y": 0.99989270884678 }, { "x": 0.75, "y": 0.99993827847481 }, { "x": 0.8, "y": 0.99996380075339 }, { "x": 0.85, "y": 0.99997838591171 }, { "x": 0.9, "y": 0.99998687812647 }, { "x": 0.95, "y": 0.99999190943289 }, { "x": 1, "y": 0.99999493897993 }, { "x": 1.05, "y": 0.99999679101087 }, { "x": 1.1, "y": 0.9999979393566 }, { "x": 1.15, "y": 0.9999986609127 }, { "x": 1.2, "y": 0.9999991199988 }, { "x": 1.25, "y": 0.99999941554743 }, { "x": 1.3, "y": 0.99999960793893 }, { "x": 1.35, "y": 0.99999973450011 }, { "x": 1.4, "y": 0.99999981858736 }, { "x": 1.45, "y": 0.99999987498373 }, { "x": 1.5, "y": 0.99999991314807 }, { "x": 1.55, "y": 0.99999993919517 }, { "x": 1.6, "y": 0.99999995711688 }, { "x": 1.65, "y": 0.99999996954355 }, { "x": 1.7, "y": 0.99999997822381 }, { "x": 1.75, "y": 0.99999998433002 }, { "x": 1.8, "y": 0.99999998865457 }, { "x": 1.85, "y": 0.99999999173715 }, { "x": 1.9, "y": 0.9999999939481 }, { "x": 1.95, "y": 0.99999999554333 }, { "x": 2, "y": 0.99999999670091 }, { "x": 2.05, "y": 0.99999999754552 }, { "x": 2.1, "y": 0.99999999816506 }, { "x": 2.15, "y": 0.99999999862181 }, { "x": 2.2, "y": 0.9999999989602 }, { "x": 2.25, "y": 0.9999999992121 }, { "x": 2.3, "y": 0.99999999940047 }, { "x": 2.35, "y": 0.99999999954195 }, { "x": 2.4, "y": 0.99999999964867 }, { "x": 2.45, "y": 0.9999999997295 }, { "x": 2.5, "y": 0.99999999979097 }, { "x": 2.55, "y": 0.9999999998379 }, { "x": 2.6, "y": 0.99999999987385 }, { "x": 2.65, "y": 0.9999999999015 }, { "x": 2.7, "y": 0.99999999992285 }, { "x": 2.75, "y": 0.99999999993937 }, { "x": 2.8, "y": 0.99999999995221 }, { "x": 2.85, "y": 0.99999999996222 }, { "x": 2.9, "y": 0.99999999997005 }, { "x": 2.95, "y": 0.99999999997618 }, { "x": 3, "y": 0.99999999998101 }, { "x": 3.05, "y": 0.99999999998482 }, { "x": 3.1, "y": 0.99999999998784 }, { "x": 3.15, "y": 0.99999999999023 }, { "x": 3.2, "y": 0.99999999999213 }, { "x": 3.25, "y": 0.99999999999364 }, { "x": 3.3, "y": 0.99999999999486 }, { "x": 3.35, "y": 0.99999999999583 }, { "x": 3.4, "y": 0.99999999999661 }, { "x": 3.45, "y": 0.99999999999724 }, { "x": 3.5, "y": 0.99999999999774 }, { "x": 3.55, "y": 0.99999999999815 }, { "x": 3.6, "y": 0.99999999999849 }, { "x": 3.65, "y": 0.99999999999876 }, { "x": 3.7, "y": 0.99999999999898 }, { "x": 3.75, "y": 0.99999999999916 }, { "x": 3.8, "y": 0.9999999999993 }, { "x": 3.85, "y": 0.99999999999942 }, { "x": 3.9, "y": 0.99999999999952 }, { "x": 3.94999999999999, "y": 0.9999999999996 }, { "x": 3.99999999999999, "y": 0.99999999999967 } ] }, { "id": 1016, "curve_id": "E8.2", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Anchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.12026353622836, "sigma": 0.550000000148913, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.120, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.05571916983033 }, { "x": 0.1, "y": 0.37013578449544 }, { "x": 0.15, "y": 0.65752419151688 }, { "x": 0.2, "y": 0.82349685335213 }, { "x": 0.25, "y": 0.90897824226802 }, { "x": 0.3, "y": 0.95214161459278 }, { "x": 0.35, "y": 0.97418806871598 }, { "x": 0.4, "y": 0.98570308672239 }, { "x": 0.45, "y": 0.9918736838803 }, { "x": 0.5, "y": 0.99526710932849 }, { "x": 0.55, "y": 0.99718034466299 }, { "x": 0.6, "y": 0.99828462853145 }, { "x": 0.65, "y": 0.99893607804406 }, { "x": 0.7, "y": 0.99932825617732 }, { "x": 0.75, "y": 0.9995688265062 }, { "x": 0.8, "y": 0.99971898848101 }, { "x": 0.85, "y": 0.99981424444839 }, { "x": 0.9, "y": 0.99987558447348 }, { "x": 0.95, "y": 0.9999156404211 }, { "x": 1, "y": 0.99994214100636 }, { "x": 1.05, "y": 0.99995988868104 }, { "x": 1.1, "y": 0.9999719110805 }, { "x": 1.15, "y": 0.99998014299833 }, { "x": 1.2, "y": 0.99998583669794 }, { "x": 1.25, "y": 0.99998981244957 }, { "x": 1.3, "y": 0.99999261364928 }, { "x": 1.35, "y": 0.99999460412615 }, { "x": 1.4, "y": 0.99999602994278 }, { "x": 1.45, "y": 0.99999705910609 }, { "x": 1.5, "y": 0.9999978073676 }, { "x": 1.55, "y": 0.99999835516231 }, { "x": 1.6, "y": 0.99999875884084 }, { "x": 1.65, "y": 0.99999905818793 }, { "x": 1.7, "y": 0.99999928150065 }, { "x": 1.75, "y": 0.99999944904765 }, { "x": 1.8, "y": 0.99999957544502 }, { "x": 1.85, "y": 0.9999996713007 }, { "x": 1.9, "y": 0.99999974436126 }, { "x": 1.95, "y": 0.99999980031714 }, { "x": 2, "y": 0.99999984337219 }, { "x": 2.05, "y": 0.99999987664893 }, { "x": 2.1, "y": 0.99999990247884 }, { "x": 2.15, "y": 0.99999992261155 }, { "x": 2.2, "y": 0.99999993836637 }, { "x": 2.25, "y": 0.99999995074283 }, { "x": 2.3, "y": 0.99999996050155 }, { "x": 2.35, "y": 0.99999996822385 }, { "x": 2.4, "y": 0.99999997435594 }, { "x": 2.45, "y": 0.99999997924164 }, { "x": 2.5, "y": 0.99999998314696 }, { "x": 2.55, "y": 0.99999998627845 }, { "x": 2.6, "y": 0.99999998879711 }, { "x": 2.65, "y": 0.99999999082887 }, { "x": 2.7, "y": 0.99999999247256 }, { "x": 2.75, "y": 0.99999999380601 }, { "x": 2.8, "y": 0.9999999948907 }, { "x": 2.85, "y": 0.99999999577535 }, { "x": 2.9, "y": 0.9999999964987 }, { "x": 2.95, "y": 0.99999999709163 }, { "x": 3, "y": 0.99999999757883 }, { "x": 3.05, "y": 0.99999999798009 }, { "x": 3.1, "y": 0.99999999831133 }, { "x": 3.15, "y": 0.99999999858538 }, { "x": 3.2, "y": 0.9999999988126 }, { "x": 3.25, "y": 0.99999999900139 }, { "x": 3.3, "y": 0.99999999915859 }, { "x": 3.35, "y": 0.99999999928973 }, { "x": 3.4, "y": 0.99999999939935 }, { "x": 3.45, "y": 0.99999999949117 }, { "x": 3.5, "y": 0.99999999956821 }, { "x": 3.55, "y": 0.99999999963297 }, { "x": 3.6, "y": 0.9999999996875 }, { "x": 3.65, "y": 0.99999999973351 }, { "x": 3.7, "y": 0.99999999977239 }, { "x": 3.75, "y": 0.9999999998053 }, { "x": 3.8, "y": 0.9999999998332 }, { "x": 3.85, "y": 0.99999999985689 }, { "x": 3.9, "y": 0.99999999987704 }, { "x": 3.94999999999999, "y": 0.99999999989421 }, { "x": 3.99999999999999, "y": 0.99999999990885 } ] }, { "id": 1017, "curve_id": "E8.3", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.30258509352211, "sigma": 0.55000000237393043, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.303, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.1037864217514 }, { "x": 0.1, "y": 0.5 }, { "x": 0.15, "y": 0.76950245681495 }, { "x": 0.2, "y": 0.8962135782486 }, { "x": 0.25, "y": 0.95214161459278 }, { "x": 0.3, "y": 0.9771132986774 }, { "x": 0.35, "y": 0.98862928695489 }, { "x": 0.4, "y": 0.99414117414235 }, { "x": 0.45, "y": 0.99687801129647 }, { "x": 0.5, "y": 0.99828462853145 }, { "x": 0.55, "y": 0.99903089947488 }, { "x": 0.6, "y": 0.99943849263688 }, { "x": 0.65, "y": 0.99966708591398 }, { "x": 0.7, "y": 0.99979842905821 }, { "x": 0.75, "y": 0.99987558447348 }, { "x": 0.8, "y": 0.99992183826959 }, { "x": 0.85, "y": 0.99995009007961 }, { "x": 0.9, "y": 0.99996764656202 }, { "x": 0.95, "y": 0.99997873228399 }, { "x": 1, "y": 0.99998583669794 }, { "x": 1.05, "y": 0.99999045289947 }, { "x": 1.1, "y": 0.99999349121665 }, { "x": 1.15, "y": 0.9999955152253 }, { "x": 1.2, "y": 0.99999687885397 }, { "x": 1.25, "y": 0.9999978073676 }, { "x": 1.3, "y": 0.9999984459537 }, { "x": 1.35, "y": 0.99999888930078 }, { "x": 1.4, "y": 0.99999919985439 }, { "x": 1.45, "y": 0.99999941923153 }, { "x": 1.5, "y": 0.99999957544502 }, { "x": 1.55, "y": 0.99999968752891 }, { "x": 1.6, "y": 0.99999976853245 }, { "x": 1.65, "y": 0.99999982747803 }, { "x": 1.7, "y": 0.99999987065442 }, { "x": 1.75, "y": 0.99999990247884 }, { "x": 1.8, "y": 0.99999992607674 }, { "x": 1.85, "y": 0.99999994367514 }, { "x": 1.9, "y": 0.99999995687154 }, { "x": 1.95, "y": 0.99999996681923 }, { "x": 2, "y": 0.99999997435594 }, { "x": 2.05, "y": 0.99999998009377 }, { "x": 2.1, "y": 0.9999999844825 }, { "x": 2.15, "y": 0.99999998785444 }, { "x": 2.2, "y": 0.99999999045639 }, { "x": 2.25, "y": 0.99999999247256 }, { "x": 2.3, "y": 0.99999999404112 }, { "x": 2.35, "y": 0.99999999526619 }, { "x": 2.4, "y": 0.99999999622659 }, { "x": 2.45, "y": 0.99999999698222 }, { "x": 2.5, "y": 0.99999999757883 }, { "x": 2.55, "y": 0.99999999805149 }, { "x": 2.6, "y": 0.99999999842718 }, { "x": 2.65, "y": 0.99999999872675 }, { "x": 2.7, "y": 0.99999999896636 }, { "x": 2.75, "y": 0.99999999915859 }, { "x": 2.8, "y": 0.99999999931325 }, { "x": 2.85, "y": 0.99999999943803 }, { "x": 2.9, "y": 0.99999999953899 }, { "x": 2.95, "y": 0.99999999962089 }, { "x": 3, "y": 0.9999999996875 }, { "x": 3.05, "y": 0.99999999974182 }, { "x": 3.1, "y": 0.99999999978621 }, { "x": 3.15, "y": 0.99999999982259 }, { "x": 3.2, "y": 0.99999999985246 }, { "x": 3.25, "y": 0.99999999987704 }, { "x": 3.3, "y": 0.99999999989733 }, { "x": 3.35, "y": 0.99999999991409 }, { "x": 3.4, "y": 0.99999999992798 }, { "x": 3.45, "y": 0.99999999993951 }, { "x": 3.5, "y": 0.99999999994911 }, { "x": 3.55, "y": 0.9999999999571 }, { "x": 3.6, "y": 0.99999999996377 }, { "x": 3.65, "y": 0.99999999996936 }, { "x": 3.7, "y": 0.99999999997404 }, { "x": 3.75, "y": 0.99999999997797 }, { "x": 3.8, "y": 0.99999999998127 }, { "x": 3.85, "y": 0.99999999998405 }, { "x": 3.9, "y": 0.9999999999864 }, { "x": 3.94999999999999, "y": 0.99999999998839 }, { "x": 3.99999999999999, "y": 0.99999999999007 } ] }, { "id": 1018, "curve_id": "E8.4", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.40794560865187, "sigma": 0.50000000000001, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.408, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.11988270913538 }, { "x": 0.1, "y": 0.58344751877101 }, { "x": 0.15, "y": 0.84652700343527 }, { "x": 0.2, "y": 0.94486886191593 }, { "x": 0.25, "y": 0.97948874861624 }, { "x": 0.3, "y": 0.99197871454401 }, { "x": 0.35, "y": 0.99669866778244 }, { "x": 0.4, "y": 0.99857425376114 }, { "x": 0.45, "y": 0.99935652898709 }, { "x": 0.5, "y": 0.99969776067672 }, { "x": 0.55, "y": 0.99985282210005 }, { "x": 0.6, "y": 0.99992595180362 }, { "x": 0.65, "y": 0.99996162454992 }, { "x": 0.7, "y": 0.99997956815842 }, { "x": 0.75, "y": 0.9999888502232 }, { "x": 0.8, "y": 0.99999377640078 }, { "x": 0.85, "y": 0.99999645308098 }, { "x": 0.9, "y": 0.9999979393566 }, { "x": 0.95, "y": 0.99999878134297 }, { "x": 1, "y": 0.99999926727827 }, { "x": 1.05, "y": 0.99999955261138 }, { "x": 1.1, "y": 0.99999972287335 }, { "x": 1.15, "y": 0.99999982601103 }, { "x": 1.2, "y": 0.9999998893744 }, { "x": 1.25, "y": 0.9999999288207 }, { "x": 1.3, "y": 0.99999995368532 }, { "x": 1.35, "y": 0.99999996954355 }, { "x": 1.4, "y": 0.99999997977041 }, { "x": 1.45, "y": 0.99999998643519 }, { "x": 1.5, "y": 0.99999999082197 }, { "x": 1.55, "y": 0.99999999373674 }, { "x": 1.6, "y": 0.99999999569089 }, { "x": 1.65, "y": 0.99999999701225 }, { "x": 1.7, "y": 0.99999999791302 }, { "x": 1.75, "y": 0.99999999853187 }, { "x": 1.8, "y": 0.9999999989602 }, { "x": 1.85, "y": 0.99999999925878 }, { "x": 1.9, "y": 0.99999999946833 }, { "x": 1.95, "y": 0.99999999961635 }, { "x": 2, "y": 0.99999999972158 }, { "x": 2.05, "y": 0.99999999979683 }, { "x": 2.1, "y": 0.99999999985095 }, { "x": 2.15, "y": 0.9999999998901 }, { "x": 2.2, "y": 0.99999999991857 }, { "x": 2.25, "y": 0.99999999993937 }, { "x": 2.3, "y": 0.99999999995466 }, { "x": 2.35, "y": 0.99999999996594 }, { "x": 2.4, "y": 0.9999999999743 }, { "x": 2.45, "y": 0.99999999998053 }, { "x": 2.5, "y": 0.99999999998519 }, { "x": 2.55, "y": 0.99999999998869 }, { "x": 2.6, "y": 0.99999999999134 }, { "x": 2.65, "y": 0.99999999999334 }, { "x": 2.7, "y": 0.99999999999486 }, { "x": 2.75, "y": 0.99999999999602 }, { "x": 2.8, "y": 0.9999999999969 }, { "x": 2.85, "y": 0.99999999999759 }, { "x": 2.9, "y": 0.99999999999811 }, { "x": 2.95, "y": 0.99999999999852 }, { "x": 3, "y": 0.99999999999883 }, { "x": 3.05, "y": 0.99999999999908 }, { "x": 3.1, "y": 0.99999999999927 }, { "x": 3.15, "y": 0.99999999999942 }, { "x": 3.2, "y": 0.99999999999954 }, { "x": 3.25, "y": 0.99999999999963 }, { "x": 3.3, "y": 0.99999999999971 }, { "x": 3.35, "y": 0.99999999999977 }, { "x": 3.4, "y": 0.99999999999981 }, { "x": 3.45, "y": 0.99999999999985 }, { "x": 3.5, "y": 0.99999999999988 }, { "x": 3.55, "y": 0.9999999999999 }, { "x": 3.6, "y": 0.99999999999992 }, { "x": 3.65, "y": 0.99999999999993 }, { "x": 3.7, "y": 0.99999999999995 }, { "x": 3.75, "y": 0.99999999999996 }, { "x": 3.8, "y": 0.99999999999996 }, { "x": 3.85, "y": 0.99999999999997 }, { "x": 3.9, "y": 0.99999999999998 }, { "x": 3.94999999999999, "y": 0.99999999999998 }, { "x": 3.99999999999999, "y": 0.99999999999998 } ] }, { "id": 1019, "curve_id": "E8.5", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Anchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.89711998516786, "sigma": 0.75000000082510421, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.897, σ=0.750, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0714855101649 }, { "x": 0.1, "y": 0.2943847151656 }, { "x": 0.15, "y": 0.5 }, { "x": 0.2, "y": 0.64935367030044 }, { "x": 0.25, "y": 0.75209615457027 }, { "x": 0.3, "y": 0.82230792373402 }, { "x": 0.35, "y": 0.8707050952517 }, { "x": 0.4, "y": 0.90452473026122 }, { "x": 0.45, "y": 0.9285144898351 }, { "x": 0.5, "y": 0.94578577842513 }, { "x": 0.55, "y": 0.95839679760287 }, { "x": 0.6, "y": 0.96772720720714 }, { "x": 0.65, "y": 0.97471531532677 }, { "x": 0.7, "y": 0.98000860768748 }, { "x": 0.75, "y": 0.98406020801889 }, { "x": 0.8, "y": 0.98719148012448 }, { "x": 0.85, "y": 0.98963321980442 }, { "x": 0.9, "y": 0.99155313910599 }, { "x": 0.95, "y": 0.99307445584047 }, { "x": 1, "y": 0.99428863247047 }, { "x": 1.05, "y": 0.99526421501142 }, { "x": 1.1, "y": 0.99605303856765 }, { "x": 1.15, "y": 0.9966946327554 }, { "x": 1.2, "y": 0.99721938213769 }, { "x": 1.25, "y": 0.99765081601188 }, { "x": 1.3, "y": 0.99800728291705 }, { "x": 1.35, "y": 0.99830318599425 }, { "x": 1.4, "y": 0.99854990195823 }, { "x": 1.45, "y": 0.99875647009138 }, { "x": 1.5, "y": 0.99893011265973 }, { "x": 1.55, "y": 0.99907663077015 }, { "x": 1.6, "y": 0.99920070749567 }, { "x": 1.65, "y": 0.99930614146629 }, { "x": 1.7, "y": 0.99939602796321 }, { "x": 1.75, "y": 0.9994729001213 }, { "x": 1.8, "y": 0.99953883963044 }, { "x": 1.85, "y": 0.99959556397758 }, { "x": 1.9, "y": 0.99964449554429 }, { "x": 1.95, "y": 0.99968681659415 }, { "x": 2, "y": 0.99972351323151 }, { "x": 2.05, "y": 0.99975541069697 }, { "x": 2.1, "y": 0.99978320182588 }, { "x": 2.15, "y": 0.99980747008644 }, { "x": 2.2, "y": 0.99982870830199 }, { "x": 2.25, "y": 0.99984733392235 }, { "x": 2.3, "y": 0.99986370152491 }, { "x": 2.35, "y": 0.99987811308319 }, { "x": 2.4, "y": 0.99989082642946 }, { "x": 2.45, "y": 0.99990206225137 }, { "x": 2.5, "y": 0.99991200989442 }, { "x": 2.55, "y": 0.99992083218831 }, { "x": 2.6, "y": 0.99992866947301 }, { "x": 2.65, "y": 0.99993564296651 }, { "x": 2.7, "y": 0.99994185758956 }, { "x": 2.75, "y": 0.99994740434105 }, { "x": 2.8, "y": 0.99995236230057 }, { "x": 2.85, "y": 0.99995680032079 }, { "x": 2.9, "y": 0.9999607784611 }, { "x": 2.95, "y": 0.99996434920485 }, { "x": 3, "y": 0.9999675584951 }, { "x": 3.05, "y": 0.99997044661802 }, { "x": 3.1, "y": 0.99997304895767 }, { "x": 3.15, "y": 0.99997539664246 }, { "x": 3.2, "y": 0.99997751709978 }, { "x": 3.25, "y": 0.99997943453278 }, { "x": 3.3, "y": 0.99998117033108 }, { "x": 3.35, "y": 0.99998274342512 }, { "x": 3.4, "y": 0.99998417059246 }, { "x": 3.45, "y": 0.99998546672302 }, { "x": 3.5, "y": 0.99998664504919 }, { "x": 3.55, "y": 0.99998771734561 }, { "x": 3.6, "y": 0.99998869410321 }, { "x": 3.65, "y": 0.99998958468072 }, { "x": 3.7, "y": 0.99999039743706 }, { "x": 3.75, "y": 0.99999113984698 }, { "x": 3.8, "y": 0.99999181860233 }, { "x": 3.85, "y": 0.99999243970088 }, { "x": 3.9, "y": 0.99999300852428 }, { "x": 3.94999999999999, "y": 0.99999352990652 }, { "x": 3.99999999999999, "y": 0.99999400819436 } ] }, { "id": 1020, "curve_id": "E8.6", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Anchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.12026353652891, "sigma": 0.50000000213071871, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.120, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.03997834038251 }, { "x": 0.1, "y": 0.35768891376316 }, { "x": 0.15, "y": 0.67230506428846 }, { "x": 0.2, "y": 0.84652700343527 }, { "x": 0.25, "y": 0.92893951510193 }, { "x": 0.3, "y": 0.96656758159108 }, { "x": 0.35, "y": 0.98385825568146 }, { "x": 0.4, "y": 0.99197871454401 }, { "x": 0.45, "y": 0.99589745326514 }, { "x": 0.5, "y": 0.99784295413725 }, { "x": 0.55, "y": 0.99883602996358 }, { "x": 0.6, "y": 0.99935652898709 }, { "x": 0.65, "y": 0.99963619867185 }, { "x": 0.7, "y": 0.999789992206 }, { "x": 0.75, "y": 0.99987640941385 }, { "x": 0.8, "y": 0.99992595180362 }, { "x": 0.85, "y": 0.99995488946074 }, { "x": 0.9, "y": 0.99997208855263 }, { "x": 0.95, "y": 0.99998247813806 }, { "x": 1, "y": 0.9999888502232 }, { "x": 1.05, "y": 0.9999928142537 }, { "x": 1.1, "y": 0.99999531335139 }, { "x": 1.15, "y": 0.99999690876258 }, { "x": 1.2, "y": 0.9999979393566 }, { "x": 1.25, "y": 0.99999861254647 }, { "x": 1.3, "y": 0.99999905692803 }, { "x": 1.35, "y": 0.99999935320519 }, { "x": 1.4, "y": 0.99999955261138 }, { "x": 1.45, "y": 0.99999968802725 }, { "x": 1.5, "y": 0.99999978077401 }, { "x": 1.55, "y": 0.99999984481357 }, { "x": 1.6, "y": 0.9999998893744 }, { "x": 1.65, "y": 0.99999992061074 }, { "x": 1.7, "y": 0.99999994266163 }, { "x": 1.75, "y": 0.9999999583334 }, { "x": 1.8, "y": 0.99999996954355 }, { "x": 1.85, "y": 0.999999977612 }, { "x": 1.9, "y": 0.99999998345377 }, { "x": 1.95, "y": 0.99999998770753 }, { "x": 2, "y": 0.99999999082197 }, { "x": 2.05, "y": 0.99999999311428 }, { "x": 2.1, "y": 0.99999999481006 }, { "x": 2.15, "y": 0.99999999607068 }, { "x": 2.2, "y": 0.99999999701225 }, { "x": 2.25, "y": 0.99999999771871 }, { "x": 2.3, "y": 0.9999999982511 }, { "x": 2.35, "y": 0.99999999865402 }, { "x": 2.4, "y": 0.9999999989602 }, { "x": 2.45, "y": 0.9999999991938 }, { "x": 2.5, "y": 0.99999999937271 }, { "x": 2.55, "y": 0.99999999951025 }, { "x": 2.6, "y": 0.99999999961635 }, { "x": 2.65, "y": 0.9999999996985 }, { "x": 2.7, "y": 0.99999999976232 }, { "x": 2.75, "y": 0.99999999981206 }, { "x": 2.8, "y": 0.99999999985095 }, { "x": 2.85, "y": 0.99999999988146 }, { "x": 2.9, "y": 0.99999999990545 }, { "x": 2.95, "y": 0.99999999992439 }, { "x": 3, "y": 0.99999999993937 }, { "x": 3.05, "y": 0.99999999995126 }, { "x": 3.1, "y": 0.99999999996072 }, { "x": 3.15, "y": 0.99999999996827 }, { "x": 3.2, "y": 0.9999999999743 }, { "x": 3.25, "y": 0.99999999997914 }, { "x": 3.3, "y": 0.99999999998303 }, { "x": 3.35, "y": 0.99999999998616 }, { "x": 3.4, "y": 0.99999999998869 }, { "x": 3.45, "y": 0.99999999999074 }, { "x": 3.5, "y": 0.9999999999924 }, { "x": 3.55, "y": 0.99999999999375 }, { "x": 3.6, "y": 0.99999999999486 }, { "x": 3.65, "y": 0.99999999999575 }, { "x": 3.7, "y": 0.99999999999649 }, { "x": 3.75, "y": 0.99999999999709 }, { "x": 3.8, "y": 0.99999999999759 }, { "x": 3.85, "y": 0.99999999999799 }, { "x": 3.9, "y": 0.99999999999833 }, { "x": 3.94999999999999, "y": 0.99999999999861 }, { "x": 3.99999999999999, "y": 0.99999999999883 } ] }, { "id": 1021, "curve_id": "E8.7", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Unanchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.04022082853231, "sigma": 0.55000000003243321, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.040, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.04116768593336 }, { "x": 0.1, "y": 0.31667182675346 }, { "x": 0.15, "y": 0.60263882736145 }, { "x": 0.2, "y": 0.78325739411732 }, { "x": 0.25, "y": 0.88277174788193 }, { "x": 0.3, "y": 0.9358011616183 }, { "x": 0.35, "y": 0.96412687582422 }, { "x": 0.4, "y": 0.97949897450241 }, { "x": 0.45, "y": 0.98801657508448 }, { "x": 0.5, "y": 0.9928417970246 }, { "x": 0.55, "y": 0.99563584217862 }, { "x": 0.6, "y": 0.99728806314852 }, { "x": 0.65, "y": 0.99828462853145 }, { "x": 0.7, "y": 0.998896976963 }, { "x": 0.75, "y": 0.99927980851636 }, { "x": 0.8, "y": 0.99952304138136 }, { "x": 0.85, "y": 0.99967992117754 }, { "x": 0.9, "y": 0.99978253469416 }, { "x": 0.95, "y": 0.99985053868576 }, { "x": 1, "y": 0.99989616241095 }, { "x": 1.05, "y": 0.99992712518111 }, { "x": 1.1, "y": 0.99994836627839 }, { "x": 1.15, "y": 0.999963086821 }, { "x": 1.2, "y": 0.99997338654946 }, { "x": 1.25, "y": 0.99998065847575 }, { "x": 1.3, "y": 0.99998583669794 }, { "x": 1.35, "y": 0.99998955395332 }, { "x": 1.4, "y": 0.99999224296738 }, { "x": 1.45, "y": 0.99999420237641 }, { "x": 1.5, "y": 0.99999564006048 }, { "x": 1.55, "y": 0.99999670191372 }, { "x": 1.6, "y": 0.99999749112784 }, { "x": 1.65, "y": 0.99999808123448 }, { "x": 1.7, "y": 0.99999852500244 }, { "x": 1.75, "y": 0.99999886055719 }, { "x": 1.8, "y": 0.99999911562292 }, { "x": 1.85, "y": 0.99999931048524 }, { "x": 1.9, "y": 0.99999946007514 }, { "x": 1.95, "y": 0.99999957544502 }, { "x": 2, "y": 0.9999996648209 }, { "x": 2.05, "y": 0.99999973435739 }, { "x": 2.1, "y": 0.99999978868248 }, { "x": 2.15, "y": 0.99999983129314 }, { "x": 2.2, "y": 0.99999986484408 }, { "x": 2.25, "y": 0.99999989135967 }, { "x": 2.3, "y": 0.99999991239034 }, { "x": 2.35, "y": 0.99999992912851 }, { "x": 2.4, "y": 0.99999994249495 }, { "x": 2.45, "y": 0.99999995320349 }, { "x": 2.5, "y": 0.99999996180959 }, { "x": 2.55, "y": 0.99999996874707 }, { "x": 2.6, "y": 0.99999997435594 }, { "x": 2.65, "y": 0.99999997890361 }, { "x": 2.7, "y": 0.99999998260109 }, { "x": 2.75, "y": 0.99999998561542 }, { "x": 2.8, "y": 0.99999998807925 }, { "x": 2.85, "y": 0.99999999009823 }, { "x": 2.9, "y": 0.99999999175677 }, { "x": 2.95, "y": 0.99999999312249 }, { "x": 3, "y": 0.99999999424972 }, { "x": 3.05, "y": 0.99999999518223 }, { "x": 3.1, "y": 0.99999999595536 }, { "x": 3.15, "y": 0.99999999659773 }, { "x": 3.2, "y": 0.99999999713258 }, { "x": 3.25, "y": 0.99999999757883 }, { "x": 3.3, "y": 0.99999999795189 }, { "x": 3.35, "y": 0.99999999826438 }, { "x": 3.4, "y": 0.99999999852664 }, { "x": 3.45, "y": 0.99999999874713 }, { "x": 3.5, "y": 0.99999999893286 }, { "x": 3.55, "y": 0.99999999908958 }, { "x": 3.6, "y": 0.99999999922205 }, { "x": 3.65, "y": 0.99999999933422 }, { "x": 3.7, "y": 0.99999999942935 }, { "x": 3.75, "y": 0.99999999951016 }, { "x": 3.8, "y": 0.99999999957891 }, { "x": 3.85, "y": 0.9999999996375 }, { "x": 3.9, "y": 0.9999999996875 }, { "x": 3.94999999999999, "y": 0.99999999973024 }, { "x": 3.99999999999999, "y": 0.99999999976682 } ] }, { "id": 1022, "curve_id": "E8.8", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Unanchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.20727491318972, "sigma": 0.45000000000002927, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.207, σ=0.450, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.03987594607716 }, { "x": 0.1, "y": 0.41613137839283 }, { "x": 0.15, "y": 0.75466172818293 }, { "x": 0.2, "y": 0.90799791023989 }, { "x": 0.25, "y": 0.96595428166389 }, { "x": 0.3, "y": 0.98711167410721 }, { "x": 0.35, "y": 0.99494606820207 }, { "x": 0.4, "y": 0.99794018872823 }, { "x": 0.45, "y": 0.99912773366122 }, { "x": 0.5, "y": 0.9996169046542 }, { "x": 0.55, "y": 0.9998259064436 }, { "x": 0.6, "y": 0.99991833936282 }, { "x": 0.65, "y": 0.99996055708568 }, { "x": 0.7, "y": 0.99998042540926 }, { "x": 0.75, "y": 0.99999003894071 }, { "x": 0.8, "y": 0.99999481188144 }, { "x": 0.85, "y": 0.99999723888548 }, { "x": 0.9, "y": 0.99999850073789 }, { "x": 0.95, "y": 0.99999917052993 }, { "x": 1, "y": 0.99999953299504 }, { "x": 1.05, "y": 0.99999973272552 }, { "x": 1.1, "y": 0.99999984466449 }, { "x": 1.15, "y": 0.99999990840692 }, { "x": 1.2, "y": 0.99999994525182 }, { "x": 1.25, "y": 0.99999996685184 }, { "x": 1.3, "y": 0.99999997968451 }, { "x": 1.35, "y": 0.99999998740514 }, { "x": 1.4, "y": 0.99999999210594 }, { "x": 1.45, "y": 0.99999999500069 }, { "x": 1.5, "y": 0.99999999680255 }, { "x": 1.55, "y": 0.99999999793568 }, { "x": 1.6, "y": 0.99999999865525 }, { "x": 1.65, "y": 0.99999999911647 }, { "x": 1.7, "y": 0.99999999941473 }, { "x": 1.75, "y": 0.99999999960926 }, { "x": 1.8, "y": 0.99999999973717 }, { "x": 1.85, "y": 0.99999999982193 }, { "x": 1.9, "y": 0.99999999987852 }, { "x": 1.95, "y": 0.99999999991658 }, { "x": 2, "y": 0.99999999994235 }, { "x": 2.05, "y": 0.99999999995991 }, { "x": 2.1, "y": 0.99999999997196 }, { "x": 2.15, "y": 0.99999999998027 }, { "x": 2.2, "y": 0.99999999998604 }, { "x": 2.25, "y": 0.99999999999008 }, { "x": 2.3, "y": 0.99999999999291 }, { "x": 2.35, "y": 0.9999999999949 }, { "x": 2.4, "y": 0.99999999999632 }, { "x": 2.45, "y": 0.99999999999733 }, { "x": 2.5, "y": 0.99999999999806 }, { "x": 2.55, "y": 0.99999999999858 }, { "x": 2.6, "y": 0.99999999999896 }, { "x": 2.65, "y": 0.99999999999923 }, { "x": 2.7, "y": 0.99999999999943 }, { "x": 2.75, "y": 0.99999999999958 }, { "x": 2.8, "y": 0.99999999999968 }, { "x": 2.85, "y": 0.99999999999976 }, { "x": 2.9, "y": 0.99999999999982 }, { "x": 2.95, "y": 0.99999999999987 }, { "x": 3, "y": 0.9999999999999 }, { "x": 3.05, "y": 0.99999999999992 }, { "x": 3.1, "y": 0.99999999999994 }, { "x": 3.15, "y": 0.99999999999996 }, { "x": 3.2, "y": 0.99999999999997 }, { "x": 3.25, "y": 0.99999999999997 }, { "x": 3.3, "y": 0.99999999999998 }, { "x": 3.35, "y": 0.99999999999998 }, { "x": 3.4, "y": 0.99999999999999 }, { "x": 3.45, "y": 0.99999999999999 }, { "x": 3.5, "y": 0.99999999999999 }, { "x": 3.55, "y": 0.99999999999999 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 1023, "curve_id": "E8.9", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Light rail DC power substation", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.12026353622836, "sigma": 0.550000000148913, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.120, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.05571916983033 }, { "x": 0.1, "y": 0.37013578449544 }, { "x": 0.15, "y": 0.65752419151688 }, { "x": 0.2, "y": 0.82349685335213 }, { "x": 0.25, "y": 0.90897824226802 }, { "x": 0.3, "y": 0.95214161459278 }, { "x": 0.35, "y": 0.97418806871598 }, { "x": 0.4, "y": 0.98570308672239 }, { "x": 0.45, "y": 0.9918736838803 }, { "x": 0.5, "y": 0.99526710932849 }, { "x": 0.55, "y": 0.99718034466299 }, { "x": 0.6, "y": 0.99828462853145 }, { "x": 0.65, "y": 0.99893607804406 }, { "x": 0.7, "y": 0.99932825617732 }, { "x": 0.75, "y": 0.9995688265062 }, { "x": 0.8, "y": 0.99971898848101 }, { "x": 0.85, "y": 0.99981424444839 }, { "x": 0.9, "y": 0.99987558447348 }, { "x": 0.95, "y": 0.9999156404211 }, { "x": 1, "y": 0.99994214100636 }, { "x": 1.05, "y": 0.99995988868104 }, { "x": 1.1, "y": 0.9999719110805 }, { "x": 1.15, "y": 0.99998014299833 }, { "x": 1.2, "y": 0.99998583669794 }, { "x": 1.25, "y": 0.99998981244957 }, { "x": 1.3, "y": 0.99999261364928 }, { "x": 1.35, "y": 0.99999460412615 }, { "x": 1.4, "y": 0.99999602994278 }, { "x": 1.45, "y": 0.99999705910609 }, { "x": 1.5, "y": 0.9999978073676 }, { "x": 1.55, "y": 0.99999835516231 }, { "x": 1.6, "y": 0.99999875884084 }, { "x": 1.65, "y": 0.99999905818793 }, { "x": 1.7, "y": 0.99999928150065 }, { "x": 1.75, "y": 0.99999944904765 }, { "x": 1.8, "y": 0.99999957544502 }, { "x": 1.85, "y": 0.9999996713007 }, { "x": 1.9, "y": 0.99999974436126 }, { "x": 1.95, "y": 0.99999980031714 }, { "x": 2, "y": 0.99999984337219 }, { "x": 2.05, "y": 0.99999987664893 }, { "x": 2.1, "y": 0.99999990247884 }, { "x": 2.15, "y": 0.99999992261155 }, { "x": 2.2, "y": 0.99999993836637 }, { "x": 2.25, "y": 0.99999995074283 }, { "x": 2.3, "y": 0.99999996050155 }, { "x": 2.35, "y": 0.99999996822385 }, { "x": 2.4, "y": 0.99999997435594 }, { "x": 2.45, "y": 0.99999997924164 }, { "x": 2.5, "y": 0.99999998314696 }, { "x": 2.55, "y": 0.99999998627845 }, { "x": 2.6, "y": 0.99999998879711 }, { "x": 2.65, "y": 0.99999999082887 }, { "x": 2.7, "y": 0.99999999247256 }, { "x": 2.75, "y": 0.99999999380601 }, { "x": 2.8, "y": 0.9999999948907 }, { "x": 2.85, "y": 0.99999999577535 }, { "x": 2.9, "y": 0.9999999964987 }, { "x": 2.95, "y": 0.99999999709163 }, { "x": 3, "y": 0.99999999757883 }, { "x": 3.05, "y": 0.99999999798009 }, { "x": 3.1, "y": 0.99999999831133 }, { "x": 3.15, "y": 0.99999999858538 }, { "x": 3.2, "y": 0.9999999988126 }, { "x": 3.25, "y": 0.99999999900139 }, { "x": 3.3, "y": 0.99999999915859 }, { "x": 3.35, "y": 0.99999999928973 }, { "x": 3.4, "y": 0.99999999939935 }, { "x": 3.45, "y": 0.99999999949117 }, { "x": 3.5, "y": 0.99999999956821 }, { "x": 3.55, "y": 0.99999999963297 }, { "x": 3.6, "y": 0.9999999996875 }, { "x": 3.65, "y": 0.99999999973351 }, { "x": 3.7, "y": 0.99999999977239 }, { "x": 3.75, "y": 0.9999999998053 }, { "x": 3.8, "y": 0.9999999998332 }, { "x": 3.85, "y": 0.99999999985689 }, { "x": 3.9, "y": 0.99999999987704 }, { "x": 3.94999999999999, "y": 0.99999999989421 }, { "x": 3.99999999999999, "y": 0.99999999990885 } ] }, { "id": 1024, "curve_id": "E9.1", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Anchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -1.46967597005894, "sigma": 0.50000000000000044, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.470, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00113618418149 }, { "x": 0.1, "y": 0.04787481043532 }, { "x": 0.15, "y": 0.19630656902954 }, { "x": 0.2, "y": 0.38992140541754 }, { "x": 0.25, "y": 0.56622181938642 }, { "x": 0.3, "y": 0.70243138252288 }, { "x": 0.35, "y": 0.79946384969407 }, { "x": 0.4, "y": 0.86580341206292 }, { "x": 0.45, "y": 0.91025655084882 }, { "x": 0.5, "y": 0.93979531029768 }, { "x": 0.55, "y": 0.95939236780995 }, { "x": 0.6, "y": 0.97242551306122 }, { "x": 0.65, "y": 0.98113546804519 }, { "x": 0.7, "y": 0.98699297802264 }, { "x": 0.75, "y": 0.9909602959105 }, { "x": 0.8, "y": 0.99366771412026 }, { "x": 0.85, "y": 0.99552965974098 }, { "x": 0.9, "y": 0.99682010790721 }, { "x": 0.95, "y": 0.99772134542808 }, { "x": 1, "y": 0.99835550314621 }, { "x": 1.05, "y": 0.9988050042383 }, { "x": 1.1, "y": 0.99912588606237 }, { "x": 1.15, "y": 0.99935652898709 }, { "x": 1.2, "y": 0.99952341243019 }, { "x": 1.25, "y": 0.99964493638054 }, { "x": 1.3, "y": 0.99973397633574 }, { "x": 1.35, "y": 0.9997996035287 }, { "x": 1.4, "y": 0.99984825131871 }, { "x": 1.45, "y": 0.99988451157402 }, { "x": 1.5, "y": 0.99991168214929 }, { "x": 1.55, "y": 0.99993214577653 }, { "x": 1.6, "y": 0.99994763399842 }, { "x": 1.65, "y": 0.99995941219355 }, { "x": 1.7, "y": 0.99996841008712 }, { "x": 1.75, "y": 0.99997531436165 }, { "x": 1.8, "y": 0.99998063475635 }, { "x": 1.85, "y": 0.99998475151061 }, { "x": 1.9, "y": 0.9999879496033 }, { "x": 1.95, "y": 0.9999904435936 }, { "x": 2, "y": 0.99999239573558 }, { "x": 2.05, "y": 0.99999392925354 }, { "x": 2.1, "y": 0.99999513811766 }, { "x": 2.15, "y": 0.99999609427619 }, { "x": 2.2, "y": 0.99999685303005 }, { "x": 2.25, "y": 0.99999745704457 }, { "x": 2.3, "y": 0.9999979393566 }, { "x": 2.35, "y": 0.99999832563791 }, { "x": 2.4, "y": 0.99999863590558 }, { "x": 2.45, "y": 0.99999888581958 }, { "x": 2.5, "y": 0.99999908767079 }, { "x": 2.55, "y": 0.99999925113622 }, { "x": 2.6, "y": 0.99999938385811 }, { "x": 2.65, "y": 0.99999949188975 }, { "x": 2.7, "y": 0.99999958003971 }, { "x": 2.75, "y": 0.9999996521385 }, { "x": 2.8, "y": 0.99999971124591 }, { "x": 2.85, "y": 0.99999975981254 }, { "x": 2.9, "y": 0.99999979980624 }, { "x": 2.95, "y": 0.99999983281117 }, { "x": 3, "y": 0.99999986010577 }, { "x": 3.05, "y": 0.99999988272425 }, { "x": 3.1, "y": 0.99999990150521 }, { "x": 3.15, "y": 0.99999991713016 }, { "x": 3.2, "y": 0.99999993015425 }, { "x": 3.25, "y": 0.99999994103062 }, { "x": 3.3, "y": 0.99999995012998 }, { "x": 3.35, "y": 0.99999995775621 }, { "x": 3.4, "y": 0.99999996415891 }, { "x": 3.45, "y": 0.99999996954355 }, { "x": 3.5, "y": 0.99999997407953 }, { "x": 3.55, "y": 0.99999997790684 }, { "x": 3.6, "y": 0.99999998114135 }, { "x": 3.65, "y": 0.99999998387914 }, { "x": 3.7, "y": 0.99999998620005 }, { "x": 3.75, "y": 0.99999998817049 }, { "x": 3.8, "y": 0.99999998984584 }, { "x": 3.85, "y": 0.99999999127235 }, { "x": 3.9, "y": 0.99999999248869 }, { "x": 3.94999999999999, "y": 0.99999999352726 }, { "x": 3.99999999999999, "y": 0.99999999441525 } ] }, { "id": 1025, "curve_id": "E9.2", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Anchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.12026353622836, "sigma": 0.550000000148913, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.120, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.05571916983033 }, { "x": 0.1, "y": 0.37013578449544 }, { "x": 0.15, "y": 0.65752419151688 }, { "x": 0.2, "y": 0.82349685335213 }, { "x": 0.25, "y": 0.90897824226802 }, { "x": 0.3, "y": 0.95214161459278 }, { "x": 0.35, "y": 0.97418806871598 }, { "x": 0.4, "y": 0.98570308672239 }, { "x": 0.45, "y": 0.9918736838803 }, { "x": 0.5, "y": 0.99526710932849 }, { "x": 0.55, "y": 0.99718034466299 }, { "x": 0.6, "y": 0.99828462853145 }, { "x": 0.65, "y": 0.99893607804406 }, { "x": 0.7, "y": 0.99932825617732 }, { "x": 0.75, "y": 0.9995688265062 }, { "x": 0.8, "y": 0.99971898848101 }, { "x": 0.85, "y": 0.99981424444839 }, { "x": 0.9, "y": 0.99987558447348 }, { "x": 0.95, "y": 0.9999156404211 }, { "x": 1, "y": 0.99994214100636 }, { "x": 1.05, "y": 0.99995988868104 }, { "x": 1.1, "y": 0.9999719110805 }, { "x": 1.15, "y": 0.99998014299833 }, { "x": 1.2, "y": 0.99998583669794 }, { "x": 1.25, "y": 0.99998981244957 }, { "x": 1.3, "y": 0.99999261364928 }, { "x": 1.35, "y": 0.99999460412615 }, { "x": 1.4, "y": 0.99999602994278 }, { "x": 1.45, "y": 0.99999705910609 }, { "x": 1.5, "y": 0.9999978073676 }, { "x": 1.55, "y": 0.99999835516231 }, { "x": 1.6, "y": 0.99999875884084 }, { "x": 1.65, "y": 0.99999905818793 }, { "x": 1.7, "y": 0.99999928150065 }, { "x": 1.75, "y": 0.99999944904765 }, { "x": 1.8, "y": 0.99999957544502 }, { "x": 1.85, "y": 0.9999996713007 }, { "x": 1.9, "y": 0.99999974436126 }, { "x": 1.95, "y": 0.99999980031714 }, { "x": 2, "y": 0.99999984337219 }, { "x": 2.05, "y": 0.99999987664893 }, { "x": 2.1, "y": 0.99999990247884 }, { "x": 2.15, "y": 0.99999992261155 }, { "x": 2.2, "y": 0.99999993836637 }, { "x": 2.25, "y": 0.99999995074283 }, { "x": 2.3, "y": 0.99999996050155 }, { "x": 2.35, "y": 0.99999996822385 }, { "x": 2.4, "y": 0.99999997435594 }, { "x": 2.45, "y": 0.99999997924164 }, { "x": 2.5, "y": 0.99999998314696 }, { "x": 2.55, "y": 0.99999998627845 }, { "x": 2.6, "y": 0.99999998879711 }, { "x": 2.65, "y": 0.99999999082887 }, { "x": 2.7, "y": 0.99999999247256 }, { "x": 2.75, "y": 0.99999999380601 }, { "x": 2.8, "y": 0.9999999948907 }, { "x": 2.85, "y": 0.99999999577535 }, { "x": 2.9, "y": 0.9999999964987 }, { "x": 2.95, "y": 0.99999999709163 }, { "x": 3, "y": 0.99999999757883 }, { "x": 3.05, "y": 0.99999999798009 }, { "x": 3.1, "y": 0.99999999831133 }, { "x": 3.15, "y": 0.99999999858538 }, { "x": 3.2, "y": 0.9999999988126 }, { "x": 3.25, "y": 0.99999999900139 }, { "x": 3.3, "y": 0.99999999915859 }, { "x": 3.35, "y": 0.99999999928973 }, { "x": 3.4, "y": 0.99999999939935 }, { "x": 3.45, "y": 0.99999999949117 }, { "x": 3.5, "y": 0.99999999956821 }, { "x": 3.55, "y": 0.99999999963297 }, { "x": 3.6, "y": 0.9999999996875 }, { "x": 3.65, "y": 0.99999999973351 }, { "x": 3.7, "y": 0.99999999977239 }, { "x": 3.75, "y": 0.9999999998053 }, { "x": 3.8, "y": 0.9999999998332 }, { "x": 3.85, "y": 0.99999999985689 }, { "x": 3.9, "y": 0.99999999987704 }, { "x": 3.94999999999999, "y": 0.99999999989421 }, { "x": 3.99999999999999, "y": 0.99999999990885 } ] }, { "id": 1026, "curve_id": "E9.3", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.30258509352211, "sigma": 0.55000000237393043, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.303, σ=0.550, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.1037864217514 }, { "x": 0.1, "y": 0.5 }, { "x": 0.15, "y": 0.76950245681495 }, { "x": 0.2, "y": 0.8962135782486 }, { "x": 0.25, "y": 0.95214161459278 }, { "x": 0.3, "y": 0.9771132986774 }, { "x": 0.35, "y": 0.98862928695489 }, { "x": 0.4, "y": 0.99414117414235 }, { "x": 0.45, "y": 0.99687801129647 }, { "x": 0.5, "y": 0.99828462853145 }, { "x": 0.55, "y": 0.99903089947488 }, { "x": 0.6, "y": 0.99943849263688 }, { "x": 0.65, "y": 0.99966708591398 }, { "x": 0.7, "y": 0.99979842905821 }, { "x": 0.75, "y": 0.99987558447348 }, { "x": 0.8, "y": 0.99992183826959 }, { "x": 0.85, "y": 0.99995009007961 }, { "x": 0.9, "y": 0.99996764656202 }, { "x": 0.95, "y": 0.99997873228399 }, { "x": 1, "y": 0.99998583669794 }, { "x": 1.05, "y": 0.99999045289947 }, { "x": 1.1, "y": 0.99999349121665 }, { "x": 1.15, "y": 0.9999955152253 }, { "x": 1.2, "y": 0.99999687885397 }, { "x": 1.25, "y": 0.9999978073676 }, { "x": 1.3, "y": 0.9999984459537 }, { "x": 1.35, "y": 0.99999888930078 }, { "x": 1.4, "y": 0.99999919985439 }, { "x": 1.45, "y": 0.99999941923153 }, { "x": 1.5, "y": 0.99999957544502 }, { "x": 1.55, "y": 0.99999968752891 }, { "x": 1.6, "y": 0.99999976853245 }, { "x": 1.65, "y": 0.99999982747803 }, { "x": 1.7, "y": 0.99999987065442 }, { "x": 1.75, "y": 0.99999990247884 }, { "x": 1.8, "y": 0.99999992607674 }, { "x": 1.85, "y": 0.99999994367514 }, { "x": 1.9, "y": 0.99999995687154 }, { "x": 1.95, "y": 0.99999996681923 }, { "x": 2, "y": 0.99999997435594 }, { "x": 2.05, "y": 0.99999998009377 }, { "x": 2.1, "y": 0.9999999844825 }, { "x": 2.15, "y": 0.99999998785444 }, { "x": 2.2, "y": 0.99999999045639 }, { "x": 2.25, "y": 0.99999999247256 }, { "x": 2.3, "y": 0.99999999404112 }, { "x": 2.35, "y": 0.99999999526619 }, { "x": 2.4, "y": 0.99999999622659 }, { "x": 2.45, "y": 0.99999999698222 }, { "x": 2.5, "y": 0.99999999757883 }, { "x": 2.55, "y": 0.99999999805149 }, { "x": 2.6, "y": 0.99999999842718 }, { "x": 2.65, "y": 0.99999999872675 }, { "x": 2.7, "y": 0.99999999896636 }, { "x": 2.75, "y": 0.99999999915859 }, { "x": 2.8, "y": 0.99999999931325 }, { "x": 2.85, "y": 0.99999999943803 }, { "x": 2.9, "y": 0.99999999953899 }, { "x": 2.95, "y": 0.99999999962089 }, { "x": 3, "y": 0.9999999996875 }, { "x": 3.05, "y": 0.99999999974182 }, { "x": 3.1, "y": 0.99999999978621 }, { "x": 3.15, "y": 0.99999999982259 }, { "x": 3.2, "y": 0.99999999985246 }, { "x": 3.25, "y": 0.99999999987704 }, { "x": 3.3, "y": 0.99999999989733 }, { "x": 3.35, "y": 0.99999999991409 }, { "x": 3.4, "y": 0.99999999992798 }, { "x": 3.45, "y": 0.99999999993951 }, { "x": 3.5, "y": 0.99999999994911 }, { "x": 3.55, "y": 0.9999999999571 }, { "x": 3.6, "y": 0.99999999996377 }, { "x": 3.65, "y": 0.99999999996936 }, { "x": 3.7, "y": 0.99999999997404 }, { "x": 3.75, "y": 0.99999999997797 }, { "x": 3.8, "y": 0.99999999998127 }, { "x": 3.85, "y": 0.99999999998405 }, { "x": 3.9, "y": 0.9999999999864 }, { "x": 3.94999999999999, "y": 0.99999999998839 }, { "x": 3.99999999999999, "y": 0.99999999999007 } ] }, { "id": 1027, "curve_id": "E9.4", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -2.40794560865187, "sigma": 0.50000000000001, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-2.408, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.11988270913538 }, { "x": 0.1, "y": 0.58344751877101 }, { "x": 0.15, "y": 0.84652700343527 }, { "x": 0.2, "y": 0.94486886191593 }, { "x": 0.25, "y": 0.97948874861624 }, { "x": 0.3, "y": 0.99197871454401 }, { "x": 0.35, "y": 0.99669866778244 }, { "x": 0.4, "y": 0.99857425376114 }, { "x": 0.45, "y": 0.99935652898709 }, { "x": 0.5, "y": 0.99969776067672 }, { "x": 0.55, "y": 0.99985282210005 }, { "x": 0.6, "y": 0.99992595180362 }, { "x": 0.65, "y": 0.99996162454992 }, { "x": 0.7, "y": 0.99997956815842 }, { "x": 0.75, "y": 0.9999888502232 }, { "x": 0.8, "y": 0.99999377640078 }, { "x": 0.85, "y": 0.99999645308098 }, { "x": 0.9, "y": 0.9999979393566 }, { "x": 0.95, "y": 0.99999878134297 }, { "x": 1, "y": 0.99999926727827 }, { "x": 1.05, "y": 0.99999955261138 }, { "x": 1.1, "y": 0.99999972287335 }, { "x": 1.15, "y": 0.99999982601103 }, { "x": 1.2, "y": 0.9999998893744 }, { "x": 1.25, "y": 0.9999999288207 }, { "x": 1.3, "y": 0.99999995368532 }, { "x": 1.35, "y": 0.99999996954355 }, { "x": 1.4, "y": 0.99999997977041 }, { "x": 1.45, "y": 0.99999998643519 }, { "x": 1.5, "y": 0.99999999082197 }, { "x": 1.55, "y": 0.99999999373674 }, { "x": 1.6, "y": 0.99999999569089 }, { "x": 1.65, "y": 0.99999999701225 }, { "x": 1.7, "y": 0.99999999791302 }, { "x": 1.75, "y": 0.99999999853187 }, { "x": 1.8, "y": 0.9999999989602 }, { "x": 1.85, "y": 0.99999999925878 }, { "x": 1.9, "y": 0.99999999946833 }, { "x": 1.95, "y": 0.99999999961635 }, { "x": 2, "y": 0.99999999972158 }, { "x": 2.05, "y": 0.99999999979683 }, { "x": 2.1, "y": 0.99999999985095 }, { "x": 2.15, "y": 0.9999999998901 }, { "x": 2.2, "y": 0.99999999991857 }, { "x": 2.25, "y": 0.99999999993937 }, { "x": 2.3, "y": 0.99999999995466 }, { "x": 2.35, "y": 0.99999999996594 }, { "x": 2.4, "y": 0.9999999999743 }, { "x": 2.45, "y": 0.99999999998053 }, { "x": 2.5, "y": 0.99999999998519 }, { "x": 2.55, "y": 0.99999999998869 }, { "x": 2.6, "y": 0.99999999999134 }, { "x": 2.65, "y": 0.99999999999334 }, { "x": 2.7, "y": 0.99999999999486 }, { "x": 2.75, "y": 0.99999999999602 }, { "x": 2.8, "y": 0.9999999999969 }, { "x": 2.85, "y": 0.99999999999759 }, { "x": 2.9, "y": 0.99999999999811 }, { "x": 2.95, "y": 0.99999999999852 }, { "x": 3, "y": 0.99999999999883 }, { "x": 3.05, "y": 0.99999999999908 }, { "x": 3.1, "y": 0.99999999999927 }, { "x": 3.15, "y": 0.99999999999942 }, { "x": 3.2, "y": 0.99999999999954 }, { "x": 3.25, "y": 0.99999999999963 }, { "x": 3.3, "y": 0.99999999999971 }, { "x": 3.35, "y": 0.99999999999977 }, { "x": 3.4, "y": 0.99999999999981 }, { "x": 3.45, "y": 0.99999999999985 }, { "x": 3.5, "y": 0.99999999999988 }, { "x": 3.55, "y": 0.9999999999999 }, { "x": 3.6, "y": 0.99999999999992 }, { "x": 3.65, "y": 0.99999999999993 }, { "x": 3.7, "y": 0.99999999999995 }, { "x": 3.75, "y": 0.99999999999996 }, { "x": 3.8, "y": 0.99999999999996 }, { "x": 3.85, "y": 0.99999999999997 }, { "x": 3.9, "y": 0.99999999999998 }, { "x": 3.94999999999999, "y": 0.99999999999998 }, { "x": 3.99999999999999, "y": 0.99999999999998 } ] }, { "id": 1028, "curve_id": "L13.12", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Buried concrete tank", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": 1.6253112626102726, "sigma": 0.50000000000051281, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.625, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.00057576318581 }, { "x": 2, "y": 0.03113781701649 }, { "x": 3, "y": 0.14607932215674 }, { "x": 4, "y": 0.31631307303839 }, { "x": 5, "y": 0.48733702607118 }, { "x": 6, "y": 0.63039376149905 }, { "x": 7, "y": 0.73930290178644 }, { "x": 8, "y": 0.81812971211686 }, { "x": 9, "y": 0.87365222809395 }, { "x": 10, "y": 0.91221914067764 }, { "x": 11, "y": 0.93884718626027 }, { "x": 12, "y": 0.95721017993414 }, { "x": 13, "y": 0.96989660445454 }, { "x": 14, "y": 0.97869394595991 }, { "x": 15, "y": 0.98482444609382 }, { "x": 16, "y": 0.98912067784993 }, { "x": 17, "y": 0.99214974840587 }, { "x": 18, "y": 0.99429884000133 }, { "x": 19, "y": 0.99583331071904 }, { "x": 20, "y": 0.9969359017828 }, { "x": 21, "y": 0.99773314255695 }, { "x": 22, "y": 0.99831314888259 }, { "x": 23, "y": 0.99873765262918 }, { "x": 24, "y": 0.99905016415684 }, { "x": 25, "y": 0.99928153695319 }, { "x": 26, "y": 0.99945378105891 }, { "x": 27, "y": 0.99958269085839 }, { "x": 28, "y": 0.99967966619897 }, { "x": 29, "y": 0.99975298177115 }, { "x": 30, "y": 0.99980867703686 }, { "x": 31, "y": 0.999851183726 }, { "x": 32, "y": 0.99988377080534 }, { "x": 33, "y": 0.99990886177706 }, { "x": 34, "y": 0.99992826217696 }, { "x": 35, "y": 0.99994332356031 }, { "x": 36, "y": 0.99995506232379 }, { "x": 37, "y": 0.99996424624034 }, { "x": 38, "y": 0.9999714577924 }, { "x": 39, "y": 0.9999771407476 }, { "x": 40, "y": 0.99998163457132 }, { "x": 41, "y": 0.99998519996819 }, { "x": 42, "y": 0.99998803792327 }, { "x": 43, "y": 0.99999030395822 }, { "x": 44, "y": 0.99999211884953 }, { "x": 45, "y": 0.99999357671947 }, { "x": 46, "y": 0.99999475116789 }, { "x": 47, "y": 0.99999569993701 }, { "x": 48, "y": 0.99999646847346 }, { "x": 49, "y": 0.99999709265808 }, { "x": 50, "y": 0.99999760090525 }, { "x": 51, "y": 0.99999801578298 }, { "x": 52, "y": 0.99999835526725 }, { "x": 53, "y": 0.99999863371638 }, { "x": 54, "y": 0.99999886263026 }, { "x": 55, "y": 0.99999905124377 }, { "x": 56, "y": 0.99999920699208 }, { "x": 57, "y": 0.99999933587639 }, { "x": 58, "y": 0.99999944275237 }, { "x": 59, "y": 0.99999953155823 }, { "x": 60, "y": 0.9999996054955 }, { "x": 61, "y": 0.99999966717278 }, { "x": 62, "y": 0.99999971872024 }, { "x": 63, "y": 0.99999976188117 }, { "x": 64, "y": 0.99999979808522 }, { "x": 65, "y": 0.99999982850733 }, { "x": 66, "y": 0.99999985411498 }, { "x": 67, "y": 0.99999987570644 }, { "x": 68, "y": 0.99999989394164 }, { "x": 69, "y": 0.99999990936716 }, { "x": 70, "y": 0.99999992243653 }, { "x": 71, "y": 0.99999993352678 }, { "x": 72, "y": 0.99999994295186 }, { "x": 73, "y": 0.99999995097369 }, { "x": 74, "y": 0.9999999578111 }, { "x": 75, "y": 0.99999996364729 }, { "x": 76, "y": 0.99999996863583 }, { "x": 77, "y": 0.99999997290566 }, { "x": 78, "y": 0.99999997656523 }, { "x": 79, "y": 0.9999999797059 }, { "x": 80, "y": 0.99999998240472 }, { "x": 81, "y": 0.9999999847268 }, { "x": 82, "y": 0.99999998672721 }, { "x": 83, "y": 0.99999998845262 }, { "x": 84, "y": 0.99999998994261 }, { "x": 85, "y": 0.99999999123081 }, { "x": 86, "y": 0.99999999234586 }, { "x": 87, "y": 0.99999999331211 }, { "x": 88, "y": 0.99999999415035 }, { "x": 89, "y": 0.99999999487835 }, { "x": 90, "y": 0.99999999551127 }, { "x": 91, "y": 0.99999999606213 }, { "x": 92, "y": 0.99999999654206 }, { "x": 93, "y": 0.99999999696062 }, { "x": 94, "y": 0.99999999732603 }, { "x": 95, "y": 0.99999999764535 }, { "x": 96, "y": 0.99999999792466 }, { "x": 97, "y": 0.99999999816922 }, { "x": 98, "y": 0.99999999838355 }, { "x": 99, "y": 0.99999999857156 }, { "x": 100, "y": 0.99999999873663 }, { "x": 101, "y": 0.9999999988817 }, { "x": 102, "y": 0.99999999900929 }, { "x": 103, "y": 0.99999999912162 }, { "x": 104, "y": 0.99999999922059 }, { "x": 105, "y": 0.99999999930787 }, { "x": 106, "y": 0.99999999938489 }, { "x": 107, "y": 0.99999999945293 }, { "x": 108, "y": 0.99999999951308 }, { "x": 109, "y": 0.99999999956629 }, { "x": 110, "y": 0.99999999961341 }, { "x": 111, "y": 0.99999999965516 }, { "x": 112, "y": 0.99999999969218 }, { "x": 113, "y": 0.99999999972504 }, { "x": 114, "y": 0.99999999975422 }, { "x": 115, "y": 0.99999999978015 }, { "x": 116, "y": 0.99999999980322 }, { "x": 117, "y": 0.99999999982375 }, { "x": 118, "y": 0.99999999984203 }, { "x": 119, "y": 0.99999999985832 }, { "x": 120, "y": 0.99999999987286 }, { "x": 121, "y": 0.99999999988583 }, { "x": 122, "y": 0.99999999989741 }, { "x": 123, "y": 0.99999999990777 }, { "x": 124, "y": 0.99999999991702 }, { "x": 125, "y": 0.99999999992531 } ] }, { "id": 1029, "curve_id": "L7.1", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Major roads", "ci_detail": "Interstate and state highways, with four lanes or more, parkways", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": 3.417070731803872, "sigma": 0.70000000019253716, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.417, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 5.2633055E-07 }, { "x": 2, "y": 4.985030117E-05 }, { "x": 3, "y": 0.00046301952487 }, { "x": 4, "y": 0.00185922194779 }, { "x": 5, "y": 0.00490674790804 }, { "x": 6, "y": 0.01011988126284 }, { "x": 7, "y": 0.01779162367962 }, { "x": 8, "y": 0.02800879089221 }, { "x": 9, "y": 0.04069848956922 }, { "x": 10, "y": 0.05567860905072 }, { "x": 11, "y": 0.07270115572683 }, { "x": 12, "y": 0.09148548059476 }, { "x": 13, "y": 0.11174195712934 }, { "x": 14, "y": 0.13318784129884 }, { "x": 15, "y": 0.15555719526545 }, { "x": 16, "y": 0.17860651874081 }, { "x": 17, "y": 0.20211739370139 }, { "x": 18, "y": 0.22589712556484 }, { "x": 19, "y": 0.24977809555524 }, { "x": 20, "y": 0.27361633029906 }, { "x": 21, "y": 0.29728963872116 }, { "x": 22, "y": 0.32069555274894 }, { "x": 23, "y": 0.34374922723396 }, { "x": 24, "y": 0.36638139750673 }, { "x": 25, "y": 0.38853645352961 }, { "x": 26, "y": 0.41017066274288 }, { "x": 27, "y": 0.43125055574674 }, { "x": 28, "y": 0.45175147726555 }, { "x": 29, "y": 0.4716562974878 }, { "x": 30, "y": 0.49095427450297 }, { "x": 31, "y": 0.50964005620328 }, { "x": 32, "y": 0.52771280900652 }, { "x": 33, "y": 0.54517546061678 }, { "x": 34, "y": 0.56203404444475 }, { "x": 35, "y": 0.57829713403842 }, { "x": 36, "y": 0.59397535677486 }, { "x": 37, "y": 0.60908097703744 }, { "x": 38, "y": 0.62362754008267 }, { "x": 39, "y": 0.63762956874915 }, { "x": 40, "y": 0.65110230605134 }, { "x": 41, "y": 0.66406149752297 }, { "x": 42, "y": 0.67652320792139 }, { "x": 43, "y": 0.68850366757643 }, { "x": 44, "y": 0.70001914426713 }, { "x": 45, "y": 0.71108583704115 }, { "x": 46, "y": 0.7217197888614 }, { "x": 47, "y": 0.73193681537647 }, { "x": 48, "y": 0.74175244747289 }, { "x": 49, "y": 0.7511818855827 }, { "x": 50, "y": 0.76023996399524 }, { "x": 51, "y": 0.76894112366128 }, { "x": 52, "y": 0.7772993921858 }, { "x": 53, "y": 0.78532836988637 }, { "x": 54, "y": 0.79304122095077 }, { "x": 55, "y": 0.8004506688627 }, { "x": 56, "y": 0.80756899538256 }, { "x": 57, "y": 0.81440804247101 }, { "x": 58, "y": 0.8209792166316 }, { "x": 59, "y": 0.82729349522387 }, { "x": 60, "y": 0.83336143436445 }, { "x": 61, "y": 0.83919317808974 }, { "x": 62, "y": 0.84479846850267 }, { "x": 63, "y": 0.8501866566681 }, { "x": 64, "y": 0.8553667140575 }, { "x": 65, "y": 0.86034724437482 }, { "x": 66, "y": 0.86513649562209 }, { "x": 67, "y": 0.86974237228658 }, { "x": 68, "y": 0.87417244755091 }, { "x": 69, "y": 0.87843397544451 }, { "x": 70, "y": 0.88253390286951 }, { "x": 71, "y": 0.88647888144641 }, { "x": 72, "y": 0.89027527913563 }, { "x": 73, "y": 0.89392919159991 }, { "x": 74, "y": 0.89744645328065 }, { "x": 75, "y": 0.90083264816727 }, { "x": 76, "y": 0.90409312024466 }, { "x": 77, "y": 0.90723298360834 }, { "x": 78, "y": 0.91025713224081 }, { "x": 79, "y": 0.91317024944586 }, { "x": 80, "y": 0.91597681694058 }, { "x": 81, "y": 0.91868112360674 }, { "x": 82, "y": 0.92128727390537 }, { "x": 83, "y": 0.92379919595976 }, { "x": 84, "y": 0.92622064931327 }, { "x": 85, "y": 0.92855523236943 }, { "x": 86, "y": 0.93080638952261 }, { "x": 87, "y": 0.93297741798774 }, { "x": 88, "y": 0.93507147433859 }, { "x": 89, "y": 0.93709158076382 }, { "x": 90, "y": 0.93904063105049 }, { "x": 91, "y": 0.94092139630486 }, { "x": 92, "y": 0.94273653041998 }, { "x": 93, "y": 0.94448857529993 }, { "x": 94, "y": 0.94617996585014 }, { "x": 95, "y": 0.94781303474323 }, { "x": 96, "y": 0.94939001696951 }, { "x": 97, "y": 0.95091305418125 }, { "x": 98, "y": 0.95238419883937 }, { "x": 99, "y": 0.95380541817101 }, { "x": 100, "y": 0.95517859794642 }, { "x": 101, "y": 0.95650554608286 }, { "x": 102, "y": 0.95778799608343 }, { "x": 103, "y": 0.95902761031809 }, { "x": 104, "y": 0.96022598315408 }, { "x": 105, "y": 0.96138464394257 }, { "x": 106, "y": 0.96250505986807 }, { "x": 107, "y": 0.96358863866702 }, { "x": 108, "y": 0.96463673122153 }, { "x": 109, "y": 0.96565063403406 }, { "x": 110, "y": 0.9666315915886 }, { "x": 111, "y": 0.96758079860371 }, { "x": 112, "y": 0.96849940218229 }, { "x": 113, "y": 0.96938850386325 }, { "x": 114, "y": 0.97024916157929 }, { "x": 115, "y": 0.97108239152556 }, { "x": 116, "y": 0.97188916994319 }, { "x": 117, "y": 0.97267043482176 }, { "x": 118, "y": 0.97342708752454 }, { "x": 119, "y": 0.97415999434012 }, { "x": 120, "y": 0.97486998796398 }, { "x": 121, "y": 0.97555786891313 }, { "x": 122, "y": 0.97622440687721 }, { "x": 123, "y": 0.97687034200882 }, { "x": 124, "y": 0.97749638615611 }, { "x": 125, "y": 0.97810322404022 } ] }, { "id": 1030, "curve_id": "L7.2", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Urban roads", "ci_detail": "Intercity roads and other roads with two lanes", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": 2.7239235512785, "sigma": 0.70000000000000007, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.724, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.985030117E-05 }, { "x": 2, "y": 0.00185922194779 }, { "x": 3, "y": 0.01011988126284 }, { "x": 4, "y": 0.02800879089221 }, { "x": 5, "y": 0.05567860905072 }, { "x": 6, "y": 0.09148548059476 }, { "x": 7, "y": 0.13318784129884 }, { "x": 8, "y": 0.17860651874081 }, { "x": 9, "y": 0.22589712556484 }, { "x": 10, "y": 0.27361633029906 }, { "x": 11, "y": 0.32069555274894 }, { "x": 12, "y": 0.36638139750673 }, { "x": 13, "y": 0.41017066274288 }, { "x": 14, "y": 0.45175147726555 }, { "x": 15, "y": 0.49095427450297 }, { "x": 16, "y": 0.52771280900652 }, { "x": 17, "y": 0.56203404444475 }, { "x": 18, "y": 0.59397535677486 }, { "x": 19, "y": 0.62362754008267 }, { "x": 20, "y": 0.65110230605134 }, { "x": 21, "y": 0.67652320792139 }, { "x": 22, "y": 0.70001914426713 }, { "x": 23, "y": 0.7217197888614 }, { "x": 24, "y": 0.74175244747289 }, { "x": 25, "y": 0.76023996399524 }, { "x": 26, "y": 0.7772993921858 }, { "x": 27, "y": 0.79304122095077 }, { "x": 28, "y": 0.80756899538256 }, { "x": 29, "y": 0.8209792166316 }, { "x": 30, "y": 0.83336143436445 }, { "x": 31, "y": 0.84479846850267 }, { "x": 32, "y": 0.8553667140575 }, { "x": 33, "y": 0.86513649562209 }, { "x": 34, "y": 0.87417244755091 }, { "x": 35, "y": 0.88253390286951 }, { "x": 36, "y": 0.89027527913563 }, { "x": 37, "y": 0.89744645328065 }, { "x": 38, "y": 0.90409312024466 }, { "x": 39, "y": 0.91025713224081 }, { "x": 40, "y": 0.91597681694058 }, { "x": 41, "y": 0.92128727390537 }, { "x": 42, "y": 0.92622064931327 }, { "x": 43, "y": 0.93080638952261 }, { "x": 44, "y": 0.93507147433859 }, { "x": 45, "y": 0.93904063105049 }, { "x": 46, "y": 0.94273653041998 }, { "x": 47, "y": 0.94617996585014 }, { "x": 48, "y": 0.94939001696951 }, { "x": 49, "y": 0.95238419883937 }, { "x": 50, "y": 0.95517859794642 }, { "x": 51, "y": 0.95778799608343 }, { "x": 52, "y": 0.96022598315408 }, { "x": 53, "y": 0.96250505986807 }, { "x": 54, "y": 0.96463673122153 }, { "x": 55, "y": 0.9666315915886 }, { "x": 56, "y": 0.96849940218229 }, { "x": 57, "y": 0.97024916157929 }, { "x": 58, "y": 0.97188916994319 }, { "x": 59, "y": 0.97342708752454 }, { "x": 60, "y": 0.97486998796398 }, { "x": 61, "y": 0.97622440687721 }, { "x": 62, "y": 0.97749638615611 }, { "x": 63, "y": 0.97869151438028 }, { "x": 64, "y": 0.9798149636965 }, { "x": 65, "y": 0.98087152349004 }, { "x": 66, "y": 0.98186563114135 }, { "x": 67, "y": 0.98280140013414 }, { "x": 68, "y": 0.98368264575557 }, { "x": 69, "y": 0.98451290860685 }, { "x": 70, "y": 0.98529547612181 }, { "x": 71, "y": 0.98603340227249 }, { "x": 72, "y": 0.98672952562397 }, { "x": 73, "y": 0.98738648588558 }, { "x": 74, "y": 0.98800673909162 }, { "x": 75, "y": 0.98859257153273 }, { "x": 76, "y": 0.98914611254728 }, { "x": 77, "y": 0.9896693462726 }, { "x": 78, "y": 0.99016412244623 }, { "x": 79, "y": 0.99063216633936 }, { "x": 80, "y": 0.9910750878969 }, { "x": 81, "y": 0.99149439015221 }, { "x": 82, "y": 0.99189147697787 }, { "x": 83, "y": 0.99226766022879 }, { "x": 84, "y": 0.99262416632864 }, { "x": 85, "y": 0.99296214234616 }, { "x": 86, "y": 0.99328266160365 }, { "x": 87, "y": 0.99358672885636 }, { "x": 88, "y": 0.99387528507804 }, { "x": 89, "y": 0.99414921188472 }, { "x": 90, "y": 0.99440933562613 }, { "x": 91, "y": 0.99465643117161 }, { "x": 92, "y": 0.99489122541507 }, { "x": 93, "y": 0.99511440052124 }, { "x": 94, "y": 0.99532659693395 }, { "x": 95, "y": 0.99552841616503 }, { "x": 96, "y": 0.99572042338122 }, { "x": 97, "y": 0.99590314980458 }, { "x": 98, "y": 0.99607709494109 }, { "x": 99, "y": 0.99624272865064 }, { "x": 100, "y": 0.99640049307035 }, { "x": 101, "y": 0.99655080440276 }, { "x": 102, "y": 0.99669405457878 }, { "x": 103, "y": 0.99683061280503 }, { "x": 104, "y": 0.99696082700421 }, { "x": 105, "y": 0.99708502515638 }, { "x": 106, "y": 0.99720351654859 }, { "x": 107, "y": 0.99731659293954 }, { "x": 108, "y": 0.99742452964552 }, { "x": 109, "y": 0.99752758655337 }, { "x": 110, "y": 0.99762600906568 }, { "x": 111, "y": 0.9977200289833 }, { "x": 112, "y": 0.99780986532932 }, { "x": 113, "y": 0.99789572511907 }, { "x": 114, "y": 0.99797780407965 }, { "x": 115, "y": 0.99805628732273 }, { "x": 116, "y": 0.99813134997385 }, { "x": 117, "y": 0.99820315776119 }, { "x": 118, "y": 0.99827186756674 }, { "x": 119, "y": 0.99833762794231 }, { "x": 120, "y": 0.99840057959299 }, { "x": 121, "y": 0.99846085583006 }, { "x": 122, "y": 0.99851858299558 }, { "x": 123, "y": 0.99857388086054 }, { "x": 124, "y": 0.99862686299829 }, { "x": 125, "y": 0.998677637135 } ] }, { "id": 1031, "curve_id": "L7.40", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Two-lane rural roads", "ci_detail": "Roads on embankment. Exposed to perpendicular debris flows. Slopes of 0.17 (m/m) and Manning roughness between 0.03 and 0.16. Embankment height is 1-2.5 m.", "source_type": "Peer-reviewed", "source_abbrev": "Nieto et al. (2021)", "source_detail": "Nieto, N., Chamorro, A., Echaveguren, T., Sáez, E., and González, A.: Development of fragility curves for road embankments exposed to perpendicular debris flows, Geomatics, Natural Hazards and Risk, 12, 1560–1583, https://doi.org/10.1080/19475705.2021.1935330, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": -0.186336051656291, "sigma": 0.27000937957896676, "method": "Curve fitting", "mu_sigma_quality": 0.99999999999943245, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.186, σ=0.270, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Debris flow height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "0", "hazard_type": "Landslide", "num_points": 13, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.754937350652556 }, { "x": 2, "y": 0.999437654812312 }, { "x": 3, "y": 0.999999027439593 }, { "x": 4, "y": 0.999999997136375 }, { "x": 5, "y": 0.999999999985443 }, { "x": 6, "y": 0.999999999999881 }, { "x": 7, "y": 0.999999999999998 }, { "x": 8, "y": 1 }, { "x": 9, "y": 1 }, { "x": 10, "y": 1 }, { "x": 11, "y": 1 }, { "x": 12, "y": 1 } ] }, { "id": 1032, "curve_id": "L7.41", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Two-lane rural roads", "ci_detail": "Roads on embankment. Exposed to perpendicular debris flows. Slopes of 0.17 (m/m) and Manning roughness between 0.03 and 0.16. Embankment height is 2.5-4 m.", "source_type": "Peer-reviewed", "source_abbrev": "Nieto et al. (2021)", "source_detail": "Nieto, N., Chamorro, A., Echaveguren, T., Sáez, E., and González, A.: Development of fragility curves for road embankments exposed to perpendicular debris flows, Geomatics, Natural Hazards and Risk, 12, 1560–1583, https://doi.org/10.1080/19475705.2021.1935330, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": 0.37843638636852361, "sigma": 0.15000002426613748, "method": "Curve fitting", "mu_sigma_quality": 0.99999999999999989, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.378, σ=0.150, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Debris flow height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "0", "hazard_type": "Landslide", "num_points": 13, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.005819416 }, { "x": 2, "y": 0.982050590975116 }, { "x": 3, "y": 0.999999211302845 }, { "x": 4, "y": 0.999999999990854 }, { "x": 5, "y": 0.999999999999999 }, { "x": 6, "y": 1 }, { "x": 7, "y": 1 }, { "x": 8, "y": 1 }, { "x": 9, "y": 1 }, { "x": 10, "y": 1 }, { "x": 11, "y": 1 }, { "x": 12, "y": 1 } ] }, { "id": 1033, "curve_id": "L7.42", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Two-lane rural roads", "ci_detail": "Roads on embankment. Exposed to perpendicular debris flows. Slopes of 0.17 (m/m) and Manning roughness between 0.03 and 0.16. Embankment height is 4-6 m.", "source_type": "Peer-reviewed", "source_abbrev": "Nieto et al. (2021)", "source_detail": "Nieto, N., Chamorro, A., Echaveguren, T., Sáez, E., and González, A.: Development of fragility curves for road embankments exposed to perpendicular debris flows, Geomatics, Natural Hazards and Risk, 12, 1560–1583, https://doi.org/10.1080/19475705.2021.1935330, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": 0.636524440107088, "sigma": 0.13012039007889806, "method": "Curve fitting", "mu_sigma_quality": 0.999999999995454, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.637, σ=0.130, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Debris flow height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "0", "hazard_type": "Landslide", "num_points": 13, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.87186126602234E-07 }, { "x": 2, "y": 0.668275600679622 }, { "x": 3, "y": 0.999810376157133 }, { "x": 4, "y": 0.999999995966633 }, { "x": 5, "y": 0.999999999999963 }, { "x": 6, "y": 1 }, { "x": 7, "y": 1 }, { "x": 8, "y": 1 }, { "x": 9, "y": 1 }, { "x": 10, "y": 1 }, { "x": 11, "y": 1 }, { "x": 12, "y": 1 } ] }, { "id": 1034, "curve_id": "L7.43", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Multilane rural roads", "ci_detail": "Roads on embankment. Exposed to perpendicular debris flows. Slopes of 0.17 (m/m) and Manning roughness between 0.03 and 0.16. Embankment height is 1-2.5 m.", "source_type": "Peer-reviewed", "source_abbrev": "Nieto et al. (2021)", "source_detail": "Nieto, N., Chamorro, A., Echaveguren, T., Sáez, E., and González, A.: Development of fragility curves for road embankments exposed to perpendicular debris flows, Geomatics, Natural Hazards and Risk, 12, 1560–1583, https://doi.org/10.1080/19475705.2021.1935330, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": 0.22314355131424163, "sigma": 0.28000000000004277, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.223, σ=0.280, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Debris flow height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "0", "hazard_type": "Landslide", "num_points": 13, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.212742574894026 }, { "x": 2, "y": 0.953383464557971 }, { "x": 3, "y": 0.999116020934743 }, { "x": 4, "y": 0.999983672199306 }, { "x": 5, "y": 0.999999630931775 }, { "x": 6, "y": 0.999999989 }, { "x": 7, "y": 0.999999999619216 }, { "x": 8, "y": 0.999999999983174 }, { "x": 9, "y": 0.999999999999107 }, { "x": 10, "y": 0.999999999999944 }, { "x": 11, "y": 1 }, { "x": 12, "y": 0.999999999999999 } ] }, { "id": 1035, "curve_id": "L7.44", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Multilane rural roads", "ci_detail": "Roads on embankment. Exposed to perpendicular debris flows. Slopes of 0.17 (m/m) and Manning roughness between 0.03 and 0.16. Embankment height is 2.5-4 m.", "source_type": "Peer-reviewed", "source_abbrev": "Nieto et al. (2021)", "source_detail": "Nieto, N., Chamorro, A., Echaveguren, T., Sáez, E., and González, A.: Development of fragility curves for road embankments exposed to perpendicular debris flows, Geomatics, Natural Hazards and Risk, 12, 1560–1583, https://doi.org/10.1080/19475705.2021.1935330, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": 0.63657678116373473, "sigma": 0.18000015183740276, "method": "Curve fitting", "mu_sigma_quality": 0.99999999999999922, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.637, σ=0.180, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Debris flow height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "0", "hazard_type": "Landslide", "num_points": 13, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.000202704 }, { "x": 2, "y": 0.623345704200106 }, { "x": 3, "y": 0.994868852379039 }, { "x": 4, "y": 0.999984439016536 }, { "x": 5, "y": 0.999999967556694 }, { "x": 6, "y": 0.999999999930817 }, { "x": 7, "y": 0.999999999999825 }, { "x": 8, "y": 0.999999999999999 }, { "x": 9, "y": 1 }, { "x": 10, "y": 1 }, { "x": 11, "y": 1 }, { "x": 12, "y": 1 } ] }, { "id": 1036, "curve_id": "L7.45", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Multilane rural roads", "ci_detail": "Roads on embankment. Exposed to perpendicular debris flows. Slopes of 0.17 (m/m) and Manning roughness between 0.03 and 0.16. Embankment height is 4-6 m.", "source_type": "Peer-reviewed", "source_abbrev": "Nieto et al. (2021)", "source_detail": "Nieto, N., Chamorro, A., Echaveguren, T., Sáez, E., and González, A.: Development of fragility curves for road embankments exposed to perpendicular debris flows, Geomatics, Natural Hazards and Risk, 12, 1560–1583, https://doi.org/10.1080/19475705.2021.1935330, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": 0.84156718955249821, "sigma": 0.170000005553203, "method": "Curve fitting", "mu_sigma_quality": 0.99999999999999989, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.842, σ=0.170, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Debris flow height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "0", "hazard_type": "Landslide", "num_points": 13, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 3.70314637043062E-07 }, { "x": 2, "y": 0.191315499833651 }, { "x": 3, "y": 0.934736886819334 }, { "x": 4, "y": 0.99932299 }, { "x": 5, "y": 0.999996862225887 }, { "x": 6, "y": 0.999999988605016 }, { "x": 7, "y": 0.999999999958795 }, { "x": 8, "y": 1 }, { "x": 9, "y": 0.999999999999999 }, { "x": 10, "y": 1 }, { "x": 11, "y": 1 }, { "x": 12, "y": 1 } ] }, { "id": 1037, "curve_id": "L8.1", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Interstate and state railways", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": 3.417070731803872, "sigma": 0.70000000019253716, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.417, σ=0.700, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 5.2633055E-07 }, { "x": 2, "y": 4.985030117E-05 }, { "x": 3, "y": 0.00046301952487 }, { "x": 4, "y": 0.00185922194779 }, { "x": 5, "y": 0.00490674790804 }, { "x": 6, "y": 0.01011988126284 }, { "x": 7, "y": 0.01779162367962 }, { "x": 8, "y": 0.02800879089221 }, { "x": 9, "y": 0.04069848956922 }, { "x": 10, "y": 0.05567860905072 }, { "x": 11, "y": 0.07270115572683 }, { "x": 12, "y": 0.09148548059476 }, { "x": 13, "y": 0.11174195712934 }, { "x": 14, "y": 0.13318784129884 }, { "x": 15, "y": 0.15555719526545 }, { "x": 16, "y": 0.17860651874081 }, { "x": 17, "y": 0.20211739370139 }, { "x": 18, "y": 0.22589712556484 }, { "x": 19, "y": 0.24977809555524 }, { "x": 20, "y": 0.27361633029906 }, { "x": 21, "y": 0.29728963872116 }, { "x": 22, "y": 0.32069555274894 }, { "x": 23, "y": 0.34374922723396 }, { "x": 24, "y": 0.36638139750673 }, { "x": 25, "y": 0.38853645352961 }, { "x": 26, "y": 0.41017066274288 }, { "x": 27, "y": 0.43125055574674 }, { "x": 28, "y": 0.45175147726555 }, { "x": 29, "y": 0.4716562974878 }, { "x": 30, "y": 0.49095427450297 }, { "x": 31, "y": 0.50964005620328 }, { "x": 32, "y": 0.52771280900652 }, { "x": 33, "y": 0.54517546061678 }, { "x": 34, "y": 0.56203404444475 }, { "x": 35, "y": 0.57829713403842 }, { "x": 36, "y": 0.59397535677486 }, { "x": 37, "y": 0.60908097703744 }, { "x": 38, "y": 0.62362754008267 }, { "x": 39, "y": 0.63762956874915 }, { "x": 40, "y": 0.65110230605134 }, { "x": 41, "y": 0.66406149752297 }, { "x": 42, "y": 0.67652320792139 }, { "x": 43, "y": 0.68850366757643 }, { "x": 44, "y": 0.70001914426713 }, { "x": 45, "y": 0.71108583704115 }, { "x": 46, "y": 0.7217197888614 }, { "x": 47, "y": 0.73193681537647 }, { "x": 48, "y": 0.74175244747289 }, { "x": 49, "y": 0.7511818855827 }, { "x": 50, "y": 0.76023996399524 }, { "x": 51, "y": 0.76894112366128 }, { "x": 52, "y": 0.7772993921858 }, { "x": 53, "y": 0.78532836988637 }, { "x": 54, "y": 0.79304122095077 }, { "x": 55, "y": 0.8004506688627 }, { "x": 56, "y": 0.80756899538256 }, { "x": 57, "y": 0.81440804247101 }, { "x": 58, "y": 0.8209792166316 }, { "x": 59, "y": 0.82729349522387 }, { "x": 60, "y": 0.83336143436445 }, { "x": 61, "y": 0.83919317808974 }, { "x": 62, "y": 0.84479846850267 }, { "x": 63, "y": 0.8501866566681 }, { "x": 64, "y": 0.8553667140575 }, { "x": 65, "y": 0.86034724437482 }, { "x": 66, "y": 0.86513649562209 }, { "x": 67, "y": 0.86974237228658 }, { "x": 68, "y": 0.87417244755091 }, { "x": 69, "y": 0.87843397544451 }, { "x": 70, "y": 0.88253390286951 }, { "x": 71, "y": 0.88647888144641 }, { "x": 72, "y": 0.89027527913563 }, { "x": 73, "y": 0.89392919159991 }, { "x": 74, "y": 0.89744645328065 }, { "x": 75, "y": 0.90083264816727 }, { "x": 76, "y": 0.90409312024466 }, { "x": 77, "y": 0.90723298360834 }, { "x": 78, "y": 0.91025713224081 }, { "x": 79, "y": 0.91317024944586 }, { "x": 80, "y": 0.91597681694058 }, { "x": 81, "y": 0.91868112360674 }, { "x": 82, "y": 0.92128727390537 }, { "x": 83, "y": 0.92379919595976 }, { "x": 84, "y": 0.92622064931327 }, { "x": 85, "y": 0.92855523236943 }, { "x": 86, "y": 0.93080638952261 }, { "x": 87, "y": 0.93297741798774 }, { "x": 88, "y": 0.93507147433859 }, { "x": 89, "y": 0.93709158076382 }, { "x": 90, "y": 0.93904063105049 }, { "x": 91, "y": 0.94092139630486 }, { "x": 92, "y": 0.94273653041998 }, { "x": 93, "y": 0.94448857529993 }, { "x": 94, "y": 0.94617996585014 }, { "x": 95, "y": 0.94781303474323 }, { "x": 96, "y": 0.94939001696951 }, { "x": 97, "y": 0.95091305418125 }, { "x": 98, "y": 0.95238419883937 }, { "x": 99, "y": 0.95380541817101 }, { "x": 100, "y": 0.95517859794642 }, { "x": 101, "y": 0.95650554608286 }, { "x": 102, "y": 0.95778799608343 }, { "x": 103, "y": 0.95902761031809 }, { "x": 104, "y": 0.96022598315408 }, { "x": 105, "y": 0.96138464394257 }, { "x": 106, "y": 0.96250505986807 }, { "x": 107, "y": 0.96358863866702 }, { "x": 108, "y": 0.96463673122153 }, { "x": 109, "y": 0.96565063403406 }, { "x": 110, "y": 0.9666315915886 }, { "x": 111, "y": 0.96758079860371 }, { "x": 112, "y": 0.96849940218229 }, { "x": 113, "y": 0.96938850386325 }, { "x": 114, "y": 0.97024916157929 }, { "x": 115, "y": 0.97108239152556 }, { "x": 116, "y": 0.97188916994319 }, { "x": 117, "y": 0.97267043482176 }, { "x": 118, "y": 0.97342708752454 }, { "x": 119, "y": 0.97415999434012 }, { "x": 120, "y": 0.97486998796398 }, { "x": 121, "y": 0.97555786891313 }, { "x": 122, "y": 0.97622440687721 }, { "x": 123, "y": 0.97687034200882 }, { "x": 124, "y": 0.97749638615611 }, { "x": 125, "y": 0.97810322404022 } ] }, { "id": 1038, "curve_id": "L8.2", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "with buried tanks", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": 2.3184584431702393, "sigma": 0.50000000000063372, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.318, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 1.76822265E-06 }, { "x": 2, "y": 0.00057576318581 }, { "x": 3, "y": 0.00734988815582 }, { "x": 4, "y": 0.03113781701649 }, { "x": 5, "y": 0.07808938849583 }, { "x": 6, "y": 0.14607932215674 }, { "x": 7, "y": 0.22810666574729 }, { "x": 8, "y": 0.31631307303839 }, { "x": 9, "y": 0.40420887867667 }, { "x": 10, "y": 0.48733702607118 }, { "x": 11, "y": 0.56311579302518 }, { "x": 12, "y": 0.63039376149905 }, { "x": 13, "y": 0.68898728650145 }, { "x": 14, "y": 0.73930290178644 }, { "x": 15, "y": 0.78206419051972 }, { "x": 16, "y": 0.81812971211686 }, { "x": 17, "y": 0.84837991189398 }, { "x": 18, "y": 0.87365222809395 }, { "x": 19, "y": 0.89470797544796 }, { "x": 20, "y": 0.91221914067764 }, { "x": 21, "y": 0.92676698960706 }, { "x": 22, "y": 0.93884718626027 }, { "x": 23, "y": 0.94887808562862 }, { "x": 24, "y": 0.95721017993414 }, { "x": 25, "y": 0.96413553609311 }, { "x": 26, "y": 0.96989660445454 }, { "x": 27, "y": 0.97469411151996 }, { "x": 28, "y": 0.97869394595991 }, { "x": 29, "y": 0.98203305761026 }, { "x": 30, "y": 0.98482444609382 }, { "x": 31, "y": 0.98716134051797 }, { "x": 32, "y": 0.98912067784993 }, { "x": 33, "y": 0.99076598349147 }, { "x": 34, "y": 0.99214974840587 }, { "x": 35, "y": 0.99331538594276 }, { "x": 36, "y": 0.99429884000133 }, { "x": 37, "y": 0.99512990529945 }, { "x": 38, "y": 0.99583331071904 }, { "x": 39, "y": 0.99642960813296 }, { "x": 40, "y": 0.9969359017828 }, { "x": 41, "y": 0.9973664470836 }, { "x": 42, "y": 0.99773314255695 }, { "x": 43, "y": 0.99804593430281 }, { "x": 44, "y": 0.99831314888259 }, { "x": 45, "y": 0.99854176758021 }, { "x": 46, "y": 0.99873765262918 }, { "x": 47, "y": 0.99890573405002 }, { "x": 48, "y": 0.99905016415684 }, { "x": 49, "y": 0.9991744454993 }, { "x": 50, "y": 0.99928153695319 }, { "x": 51, "y": 0.99937394181527 }, { "x": 52, "y": 0.99945378105891 }, { "x": 53, "y": 0.99952285433751 }, { "x": 54, "y": 0.99958269085839 }, { "x": 55, "y": 0.9996345918704 }, { "x": 56, "y": 0.99967966619897 }, { "x": 57, "y": 0.99971886000934 }, { "x": 58, "y": 0.99975298177115 }, { "x": 59, "y": 0.9997827232281 }, { "x": 60, "y": 0.99980867703686 }, { "x": 61, "y": 0.99983135162535 }, { "x": 62, "y": 0.999851183726 }, { "x": 63, "y": 0.99986854896264 }, { "x": 64, "y": 0.99988377080534 }, { "x": 65, "y": 0.99989712815518 }, { "x": 66, "y": 0.99990886177706 }, { "x": 67, "y": 0.99991917976285 }, { "x": 68, "y": 0.99992826217696 }, { "x": 69, "y": 0.99993626501185 }, { "x": 70, "y": 0.99994332356031 }, { "x": 71, "y": 0.99994955529402 }, { "x": 72, "y": 0.99995506232379 }, { "x": 73, "y": 0.99995993350482 }, { "x": 74, "y": 0.99996424624034 }, { "x": 75, "y": 0.9999680680288 }, { "x": 76, "y": 0.9999714577924 }, { "x": 77, "y": 0.99997446701946 }, { "x": 78, "y": 0.9999771407476 }, { "x": 79, "y": 0.99997951841101 }, { "x": 80, "y": 0.99998163457132 }, { "x": 81, "y": 0.99998351954884 }, { "x": 82, "y": 0.99998519996819 }, { "x": 83, "y": 0.99998669923066 }, { "x": 84, "y": 0.99998803792327 }, { "x": 85, "y": 0.99998923417368 }, { "x": 86, "y": 0.99999030395822 }, { "x": 87, "y": 0.99999126136954 }, { "x": 88, "y": 0.99999211884953 }, { "x": 89, "y": 0.99999288739201 }, { "x": 90, "y": 0.99999357671947 }, { "x": 91, "y": 0.9999941954372 }, { "x": 92, "y": 0.99999475116789 }, { "x": 93, "y": 0.99999525066927 }, { "x": 94, "y": 0.99999569993701 }, { "x": 95, "y": 0.99999610429484 }, { "x": 96, "y": 0.99999646847346 }, { "x": 97, "y": 0.99999679667987 }, { "x": 98, "y": 0.99999709265808 }, { "x": 99, "y": 0.99999735974257 }, { "x": 100, "y": 0.99999760090525 }, { "x": 101, "y": 0.99999781879678 }, { "x": 102, "y": 0.99999801578298 }, { "x": 103, "y": 0.99999819397693 }, { "x": 104, "y": 0.99999835526725 }, { "x": 105, "y": 0.99999850134313 }, { "x": 106, "y": 0.99999863371638 }, { "x": 107, "y": 0.99999875374096 }, { "x": 108, "y": 0.99999886263026 }, { "x": 109, "y": 0.99999896147239 }, { "x": 110, "y": 0.99999905124377 }, { "x": 111, "y": 0.99999913282111 }, { "x": 112, "y": 0.99999920699208 }, { "x": 113, "y": 0.99999927446484 }, { "x": 114, "y": 0.99999933587639 }, { "x": 115, "y": 0.9999993918001 }, { "x": 116, "y": 0.99999944275237 }, { "x": 117, "y": 0.99999948919855 }, { "x": 118, "y": 0.99999953155823 }, { "x": 119, "y": 0.99999957020997 }, { "x": 120, "y": 0.9999996054955 }, { "x": 121, "y": 0.99999963772347 }, { "x": 122, "y": 0.99999966717278 }, { "x": 123, "y": 0.99999969409566 }, { "x": 124, "y": 0.99999971872024 }, { "x": 125, "y": 0.99999974125307 } ] }, { "id": 1039, "curve_id": "L9.2", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "with buried tanks", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight", "source_data_type": "median_dispersion", "mu": 2.3184584431702393, "sigma": 0.50000000000063372, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.318, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 1.76822265E-06 }, { "x": 2, "y": 0.00057576318581 }, { "x": 3, "y": 0.00734988815582 }, { "x": 4, "y": 0.03113781701649 }, { "x": 5, "y": 0.07808938849583 }, { "x": 6, "y": 0.14607932215674 }, { "x": 7, "y": 0.22810666574729 }, { "x": 8, "y": 0.31631307303839 }, { "x": 9, "y": 0.40420887867667 }, { "x": 10, "y": 0.48733702607118 }, { "x": 11, "y": 0.56311579302518 }, { "x": 12, "y": 0.63039376149905 }, { "x": 13, "y": 0.68898728650145 }, { "x": 14, "y": 0.73930290178644 }, { "x": 15, "y": 0.78206419051972 }, { "x": 16, "y": 0.81812971211686 }, { "x": 17, "y": 0.84837991189398 }, { "x": 18, "y": 0.87365222809395 }, { "x": 19, "y": 0.89470797544796 }, { "x": 20, "y": 0.91221914067764 }, { "x": 21, "y": 0.92676698960706 }, { "x": 22, "y": 0.93884718626027 }, { "x": 23, "y": 0.94887808562862 }, { "x": 24, "y": 0.95721017993414 }, { "x": 25, "y": 0.96413553609311 }, { "x": 26, "y": 0.96989660445454 }, { "x": 27, "y": 0.97469411151996 }, { "x": 28, "y": 0.97869394595991 }, { "x": 29, "y": 0.98203305761026 }, { "x": 30, "y": 0.98482444609382 }, { "x": 31, "y": 0.98716134051797 }, { "x": 32, "y": 0.98912067784993 }, { "x": 33, "y": 0.99076598349147 }, { "x": 34, "y": 0.99214974840587 }, { "x": 35, "y": 0.99331538594276 }, { "x": 36, "y": 0.99429884000133 }, { "x": 37, "y": 0.99512990529945 }, { "x": 38, "y": 0.99583331071904 }, { "x": 39, "y": 0.99642960813296 }, { "x": 40, "y": 0.9969359017828 }, { "x": 41, "y": 0.9973664470836 }, { "x": 42, "y": 0.99773314255695 }, { "x": 43, "y": 0.99804593430281 }, { "x": 44, "y": 0.99831314888259 }, { "x": 45, "y": 0.99854176758021 }, { "x": 46, "y": 0.99873765262918 }, { "x": 47, "y": 0.99890573405002 }, { "x": 48, "y": 0.99905016415684 }, { "x": 49, "y": 0.9991744454993 }, { "x": 50, "y": 0.99928153695319 }, { "x": 51, "y": 0.99937394181527 }, { "x": 52, "y": 0.99945378105891 }, { "x": 53, "y": 0.99952285433751 }, { "x": 54, "y": 0.99958269085839 }, { "x": 55, "y": 0.9996345918704 }, { "x": 56, "y": 0.99967966619897 }, { "x": 57, "y": 0.99971886000934 }, { "x": 58, "y": 0.99975298177115 }, { "x": 59, "y": 0.9997827232281 }, { "x": 60, "y": 0.99980867703686 }, { "x": 61, "y": 0.99983135162535 }, { "x": 62, "y": 0.999851183726 }, { "x": 63, "y": 0.99986854896264 }, { "x": 64, "y": 0.99988377080534 }, { "x": 65, "y": 0.99989712815518 }, { "x": 66, "y": 0.99990886177706 }, { "x": 67, "y": 0.99991917976285 }, { "x": 68, "y": 0.99992826217696 }, { "x": 69, "y": 0.99993626501185 }, { "x": 70, "y": 0.99994332356031 }, { "x": 71, "y": 0.99994955529402 }, { "x": 72, "y": 0.99995506232379 }, { "x": 73, "y": 0.99995993350482 }, { "x": 74, "y": 0.99996424624034 }, { "x": 75, "y": 0.9999680680288 }, { "x": 76, "y": 0.9999714577924 }, { "x": 77, "y": 0.99997446701946 }, { "x": 78, "y": 0.9999771407476 }, { "x": 79, "y": 0.99997951841101 }, { "x": 80, "y": 0.99998163457132 }, { "x": 81, "y": 0.99998351954884 }, { "x": 82, "y": 0.99998519996819 }, { "x": 83, "y": 0.99998669923066 }, { "x": 84, "y": 0.99998803792327 }, { "x": 85, "y": 0.99998923417368 }, { "x": 86, "y": 0.99999030395822 }, { "x": 87, "y": 0.99999126136954 }, { "x": 88, "y": 0.99999211884953 }, { "x": 89, "y": 0.99999288739201 }, { "x": 90, "y": 0.99999357671947 }, { "x": 91, "y": 0.9999941954372 }, { "x": 92, "y": 0.99999475116789 }, { "x": 93, "y": 0.99999525066927 }, { "x": 94, "y": 0.99999569993701 }, { "x": 95, "y": 0.99999610429484 }, { "x": 96, "y": 0.99999646847346 }, { "x": 97, "y": 0.99999679667987 }, { "x": 98, "y": 0.99999709265808 }, { "x": 99, "y": 0.99999735974257 }, { "x": 100, "y": 0.99999760090525 }, { "x": 101, "y": 0.99999781879678 }, { "x": 102, "y": 0.99999801578298 }, { "x": 103, "y": 0.99999819397693 }, { "x": 104, "y": 0.99999835526725 }, { "x": 105, "y": 0.99999850134313 }, { "x": 106, "y": 0.99999863371638 }, { "x": 107, "y": 0.99999875374096 }, { "x": 108, "y": 0.99999886263026 }, { "x": 109, "y": 0.99999896147239 }, { "x": 110, "y": 0.99999905124377 }, { "x": 111, "y": 0.99999913282111 }, { "x": 112, "y": 0.99999920699208 }, { "x": 113, "y": 0.99999927446484 }, { "x": 114, "y": 0.99999933587639 }, { "x": 115, "y": 0.9999993918001 }, { "x": 116, "y": 0.99999944275237 }, { "x": 117, "y": 0.99999948919855 }, { "x": 118, "y": 0.99999953155823 }, { "x": 119, "y": 0.99999957020997 }, { "x": 120, "y": 0.9999996054955 }, { "x": 121, "y": 0.99999963772347 }, { "x": 122, "y": 0.99999966717278 }, { "x": 123, "y": 0.99999969409566 }, { "x": 124, "y": 0.99999971872024 }, { "x": 125, "y": 0.99999974125307 } ] }, { "id": 1040, "curve_id": "L9.1", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Runways", "ci_detail": "Paved", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Slight/Moderate", "source_data_type": "median_dispersion", "mu": 0.93216408168637488, "sigma": 0.6000000018140601, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.932, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.06013911774183 }, { "x": 2, "y": 0.34518186560986 }, { "x": 3, "y": 0.60926875983109 }, { "x": 4, "y": 0.77544025868658 }, { "x": 5, "y": 0.87050672430165 }, { "x": 6, "y": 0.92402234102674 }, { "x": 7, "y": 0.95444552417029 }, { "x": 8, "y": 0.97207018136392 }, { "x": 9, "y": 0.98250327382733 }, { "x": 10, "y": 0.98881526350199 }, { "x": 11, "y": 0.9927148167499 }, { "x": 12, "y": 0.99517190952415 }, { "x": 13, "y": 0.99674880050249 }, { "x": 14, "y": 0.99777818819103 }, { "x": 15, "y": 0.99846085686185 }, { "x": 16, "y": 0.99892025904435 }, { "x": 17, "y": 0.99923363834768 }, { "x": 18, "y": 0.9994501224466 }, { "x": 19, "y": 0.99960143797952 }, { "x": 20, "y": 0.99970836852681 }, { "x": 21, "y": 0.99978471197353 }, { "x": 22, "y": 0.99983974367491 }, { "x": 23, "y": 0.99987977226524 }, { "x": 24, "y": 0.99990913601328 }, { "x": 25, "y": 0.99993084924047 }, { "x": 26, "y": 0.99994702686787 }, { "x": 27, "y": 0.99995916647977 }, { "x": 28, "y": 0.99996833777446 }, { "x": 29, "y": 0.99997531112701 }, { "x": 30, "y": 0.99998064568668 }, { "x": 31, "y": 0.99998475030532 }, { "x": 32, "y": 0.99998792604615 }, { "x": 33, "y": 0.99999039608937 }, { "x": 34, "y": 0.99999232693833 }, { "x": 35, "y": 0.99999384357067 }, { "x": 36, "y": 0.99999504034151 }, { "x": 37, "y": 0.99999598888359 }, { "x": 38, "y": 0.99999674386928 }, { "x": 39, "y": 0.99999734723943 }, { "x": 40, "y": 0.99999783132581 }, { "x": 41, "y": 0.99999822116987 }, { "x": 42, "y": 0.99999853625427 }, { "x": 43, "y": 0.99999879180267 }, { "x": 44, "y": 0.99999899976053 }, { "x": 45, "y": 0.99999916953877 }, { "x": 46, "y": 0.99999930858034 }, { "x": 47, "y": 0.99999942279377 }, { "x": 48, "y": 0.99999951688647 }, { "x": 49, "y": 0.99999959462199 }, { "x": 50, "y": 0.99999965901944 }, { "x": 51, "y": 0.99999971250861 }, { "x": 52, "y": 0.99999975705122 }, { "x": 53, "y": 0.9999997942359 }, { "x": 54, "y": 0.99999982535298 }, { "x": 55, "y": 0.9999998514535 }, { "x": 56, "y": 0.99999987339597 }, { "x": 57, "y": 0.99999989188355 }, { "x": 58, "y": 0.99999990749364 }, { "x": 59, "y": 0.99999992070162 }, { "x": 60, "y": 0.99999993189982 }, { "x": 61, "y": 0.9999999414128 }, { "x": 62, "y": 0.99999994950973 }, { "x": 63, "y": 0.9999999564143 }, { "x": 64, "y": 0.99999996231285 }, { "x": 65, "y": 0.99999996736092 }, { "x": 66, "y": 0.99999997168863 }, { "x": 67, "y": 0.99999997540506 }, { "x": 68, "y": 0.99999997860182 }, { "x": 69, "y": 0.99999998135601 }, { "x": 70, "y": 0.99999998373263 }, { "x": 71, "y": 0.99999998578659 }, { "x": 72, "y": 0.99999998756437 }, { "x": 73, "y": 0.99999998910535 }, { "x": 74, "y": 0.99999999044301 }, { "x": 75, "y": 0.99999999160578 }, { "x": 76, "y": 0.99999999261793 }, { "x": 77, "y": 0.99999999350015 }, { "x": 78, "y": 0.99999999427013 }, { "x": 79, "y": 0.99999999494301 }, { "x": 80, "y": 0.99999999553178 }, { "x": 81, "y": 0.99999999604758 }, { "x": 82, "y": 0.99999999650001 }, { "x": 83, "y": 0.99999999689733 }, { "x": 84, "y": 0.99999999724664 }, { "x": 85, "y": 0.9999999975541 }, { "x": 86, "y": 0.99999999782503 }, { "x": 87, "y": 0.99999999806403 }, { "x": 88, "y": 0.99999999827509 }, { "x": 89, "y": 0.99999999846166 }, { "x": 90, "y": 0.99999999862677 }, { "x": 91, "y": 0.99999999877302 }, { "x": 92, "y": 0.99999999890271 }, { "x": 93, "y": 0.99999999901781 }, { "x": 94, "y": 0.99999999912007 }, { "x": 95, "y": 0.99999999921101 }, { "x": 96, "y": 0.99999999929196 }, { "x": 97, "y": 0.99999999936407 }, { "x": 98, "y": 0.99999999942837 }, { "x": 99, "y": 0.99999999948576 }, { "x": 100, "y": 0.99999999953702 }, { "x": 101, "y": 0.99999999958285 }, { "x": 102, "y": 0.99999999962386 }, { "x": 103, "y": 0.99999999966058 }, { "x": 104, "y": 0.99999999969349 }, { "x": 105, "y": 0.999999999723 }, { "x": 106, "y": 0.9999999997495 }, { "x": 107, "y": 0.9999999997733 }, { "x": 108, "y": 0.9999999997947 }, { "x": 109, "y": 0.99999999981395 }, { "x": 110, "y": 0.99999999983129 }, { "x": 111, "y": 0.9999999998469 }, { "x": 112, "y": 0.99999999986098 }, { "x": 113, "y": 0.99999999987369 }, { "x": 114, "y": 0.99999999988516 }, { "x": 115, "y": 0.99999999989552 }, { "x": 116, "y": 0.99999999990489 }, { "x": 117, "y": 0.99999999991337 }, { "x": 118, "y": 0.99999999992105 }, { "x": 119, "y": 0.999999999928 }, { "x": 120, "y": 0.9999999999343 }, { "x": 121, "y": 0.99999999994002 }, { "x": 122, "y": 0.99999999994521 }, { "x": 123, "y": 0.99999999994992 }, { "x": 124, "y": 0.9999999999542 }, { "x": 125, "y": 0.99999999995809 } ] }, { "id": 1041, "curve_id": "E9.10", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 39.3 m; total design weight is 8.89 MN; Design base shear is 1867.8; and design periods is 1.05 sec; seismic environment: PGA/PGV > 1.2 g/m/s (high category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Structures continue to support gravity loads but retain no margin against collapse", "source_data_type": "figure_given", "mu": -0.233442303514784, "sigma": 0.0415989754288239, "method": "Interpolation (median & 84th)", "mu_sigma_quality": 0.6, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Interpolation: Found median at IM=0.792, 84th at IM=0.825; Interpolation: Successful - μ=-0.233, σ=0.042; Mu/sigma can be used for reconstruction (quality: 0.600); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0.00166666666667 }, { "x": 0.4, "y": 0.00333333333333 }, { "x": 0.45, "y": 0.005 }, { "x": 0.5, "y": 0.01166666666667 }, { "x": 0.55, "y": 0.01833333333333 }, { "x": 0.6, "y": 0.025 }, { "x": 0.65, "y": 0.04166666666667 }, { "x": 0.7, "y": 0.05833333333333 }, { "x": 0.75, "y": 0.075 }, { "x": 0.8, "y": 0.58333333333333 }, { "x": 0.85, "y": 1.09166666666666 }, { "x": 0.9, "y": 1.6 }, { "x": 0.95, "y": 1.16 }, { "x": 1, "y": 0.72 }, { "x": 1.05, "y": 0.28 }, { "x": 1.1, "y": 0.32 }, { "x": 1.15, "y": 0.36 }, { "x": 1.2, "y": 0.4 }, { "x": 1.25, "y": 0.44333333333333 }, { "x": 1.3, "y": 0.48666666666667 }, { "x": 1.35, "y": 0.53 }, { "x": 1.4, "y": 0.56666666666667 }, { "x": 1.45, "y": 0.60333333333333 }, { "x": 1.5, "y": 0.64 } ] }, { "id": 1042, "curve_id": "E9.11", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 51.7 m; total design weight is 15.02 MN; Design base shear is 3154.7; and design periods is 1.81 sec; seismic environment: PGA/PGV < 0.8 g/m/s (low category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Structures continue to support gravity loads but retain no margin against collapse", "source_data_type": "figure_given", "mu": -0.936014930058372, "sigma": 0.4267034009678532, "method": "Curve fitting", "mu_sigma_quality": 0.99898352952561043, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.936, σ=0.427, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0.02 }, { "x": 0.2, "y": 0.09666666666667 }, { "x": 0.25, "y": 0.17333333333333 }, { "x": 0.3, "y": 0.25 }, { "x": 0.35, "y": 0.37666666666667 }, { "x": 0.4, "y": 0.50333333333333 }, { "x": 0.45, "y": 0.63 }, { "x": 0.5, "y": 0.70666666666667 }, { "x": 0.55, "y": 0.78333333333333 }, { "x": 0.6, "y": 0.86 }, { "x": 0.65, "y": 0.88833333333333 }, { "x": 0.7, "y": 0.91666666666667 }, { "x": 0.75, "y": 0.945 }, { "x": 0.8, "y": 0.95666666666667 }, { "x": 0.85, "y": 0.96833333333333 }, { "x": 0.9, "y": 0.98 }, { "x": 0.95, "y": 0.98333333333333 }, { "x": 1, "y": 0.98666666666667 }, { "x": 1.05, "y": 0.99 }, { "x": 1.1, "y": 0.99333333333333 }, { "x": 1.15, "y": 0.99666666666667 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 } ] }, { "id": 1043, "curve_id": "E9.12", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 51.7 m; total design weight is 15.02 MN; Design base shear is 3154.7; and design periods is 1.81 sec; seismic environment: PGA/PGV between 0.8-1.2 g/m/s (medium category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Structures continue to support gravity loads but retain no margin against collapse", "source_data_type": "figure_given", "mu": -0.510051519418961, "sigma": 0.41442746921991669, "method": "Curve fitting", "mu_sigma_quality": 0.99941910166981585, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.510, σ=0.414, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0.00166666666667 }, { "x": 0.25, "y": 0.00333333333333 }, { "x": 0.3, "y": 0.005 }, { "x": 0.35, "y": 0.08666666666667 }, { "x": 0.4, "y": 0.16833333333333 }, { "x": 0.45, "y": 0.25 }, { "x": 0.5, "y": 0.33666666666667 }, { "x": 0.55, "y": 0.42333333333333 }, { "x": 0.6, "y": 0.51 }, { "x": 0.65, "y": 0.575 }, { "x": 0.7, "y": 0.64 }, { "x": 0.75, "y": 0.705 }, { "x": 0.8, "y": 0.75 }, { "x": 0.85, "y": 0.795 }, { "x": 0.9, "y": 0.84 }, { "x": 0.95, "y": 0.86333333333333 }, { "x": 1, "y": 0.88666666666667 }, { "x": 1.05, "y": 0.91 }, { "x": 1.1, "y": 0.92333333333333 }, { "x": 1.15, "y": 0.93666666666667 }, { "x": 1.2, "y": 0.95 }, { "x": 1.25, "y": 0.95833333333333 }, { "x": 1.3, "y": 0.96666666666667 }, { "x": 1.35, "y": 0.975 }, { "x": 1.4, "y": 0.98 }, { "x": 1.45, "y": 0.985 }, { "x": 1.5, "y": 0.99 } ] }, { "id": 1044, "curve_id": "E9.13", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 51.7 m; total design weight is 15.02 MN; Design base shear is 3154.7; and design periods is 1.81 sec; seismic environment: PGA/PGV > 1.2 g/m/s (high category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Structures continue to support gravity loads but retain no margin against collapse", "source_data_type": "figure_given", "mu": -0.158738296715203, "sigma": 0.39393191412213829, "method": "Curve fitting", "mu_sigma_quality": 0.99990062629416276, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.159, σ=0.394, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0.00166666666667 }, { "x": 0.25, "y": 0.00333333333333 }, { "x": 0.3, "y": 0.005 }, { "x": 0.35, "y": 0.02 }, { "x": 0.4, "y": 0.035 }, { "x": 0.45, "y": 0.05 }, { "x": 0.5, "y": 0.09333333333333 }, { "x": 0.55, "y": 0.13666666666667 }, { "x": 0.6, "y": 0.18 }, { "x": 0.65, "y": 0.24333333333333 }, { "x": 0.7, "y": 0.30666666666667 }, { "x": 0.75, "y": 0.37 }, { "x": 0.8, "y": 0.43333333333333 }, { "x": 0.85, "y": 0.49666666666667 }, { "x": 0.9, "y": 0.56 }, { "x": 0.95, "y": 0.60666666666667 }, { "x": 1, "y": 0.65333333333333 }, { "x": 1.05, "y": 0.7 }, { "x": 1.1, "y": 0.73666666666667 }, { "x": 1.15, "y": 0.77333333333333 }, { "x": 1.2, "y": 0.81 }, { "x": 1.25, "y": 0.83333333333333 }, { "x": 1.3, "y": 0.85666666666667 }, { "x": 1.35, "y": 0.88 }, { "x": 1.4, "y": 0.89666666666667 }, { "x": 1.45, "y": 0.91333333333333 }, { "x": 1.5, "y": 0.93 } ] }, { "id": 1045, "curve_id": "E9.5", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 23.7 m; total design weight is 4.20 MN; Design base shear is 980..4; and design periods is 0.44 sec; seismic environment: PGA/PGV < 0.8 g/m/s (low category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Structures continue to support gravity loads but retain no margin against collapse", "source_data_type": "figure_given", "mu": 0.32931098967744854, "sigma": 1.0036878332957466, "method": "Curve fitting", "mu_sigma_quality": 0.99778228706642436, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.329, σ=1.004, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0.025 }, { "x": 0.2, "y": 0.04166666666667 }, { "x": 0.25, "y": 0.05833333333333 }, { "x": 0.3, "y": 0.075 }, { "x": 0.35, "y": 0.095 }, { "x": 0.4, "y": 0.115 }, { "x": 0.45, "y": 0.135 }, { "x": 0.5, "y": 0.15666666666667 }, { "x": 0.55, "y": 0.17833333333333 }, { "x": 0.6, "y": 0.2 }, { "x": 0.65, "y": 0.22 }, { "x": 0.7, "y": 0.24 }, { "x": 0.75, "y": 0.26 }, { "x": 0.8, "y": 0.28166666666667 }, { "x": 0.85, "y": 0.30333333333333 }, { "x": 0.9, "y": 0.325 }, { "x": 0.95, "y": 0.345 }, { "x": 1, "y": 0.365 }, { "x": 1.05, "y": 0.385 }, { "x": 1.1, "y": 0.40333333333333 }, { "x": 1.15, "y": 0.42166666666667 }, { "x": 1.2, "y": 0.44 }, { "x": 1.25, "y": 0.45833333333333 }, { "x": 1.3, "y": 0.47666666666667 }, { "x": 1.35, "y": 0.495 }, { "x": 1.4, "y": 0.51166666666667 }, { "x": 1.45, "y": 0.52833333333333 }, { "x": 1.5, "y": 0.545 } ] }, { "id": 1046, "curve_id": "E9.6", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 23.7 m; total design weight is 4.20 MN; Design base shear is 980..4; and design periods is 0.44 sec; seismic environment: PGA/PGV between 0.8-1.2 g/m/s (medium category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Structures continue to support gravity loads but retain no margin against collapse", "source_data_type": "figure_given", "mu": 0.40350188506626489, "sigma": 0.4216012432564859, "method": "Curve fitting", "mu_sigma_quality": 0.9999055485224061, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.404, σ=0.422, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0.00166666666667 }, { "x": 0.4, "y": 0.00333333333333 }, { "x": 0.45, "y": 0.005 }, { "x": 0.5, "y": 0.00666666666667 }, { "x": 0.55, "y": 0.00833333333333 }, { "x": 0.6, "y": 0.01 }, { "x": 0.65, "y": 0.02333333333333 }, { "x": 0.7, "y": 0.03666666666667 }, { "x": 0.75, "y": 0.05 }, { "x": 0.8, "y": 0.07 }, { "x": 0.85, "y": 0.09 }, { "x": 0.9, "y": 0.11 }, { "x": 0.95, "y": 0.14 }, { "x": 1, "y": 0.17 }, { "x": 1.05, "y": 0.2 }, { "x": 1.1, "y": 0.23333333333333 }, { "x": 1.15, "y": 0.26666666666667 }, { "x": 1.2, "y": 0.3 }, { "x": 1.25, "y": 0.335 }, { "x": 1.3, "y": 0.37 }, { "x": 1.35, "y": 0.405 }, { "x": 1.4, "y": 0.43666666666667 }, { "x": 1.45, "y": 0.46833333333333 }, { "x": 1.5, "y": 0.5 } ] }, { "id": 1047, "curve_id": "E9.7", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 23.7 m; total design weight is 4.20 MN; Design base shear is 980..4; and design periods is 0.44 sec.; seismic environment: PGA/PGV > 1.2 g/m/s (high category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Structures continue to support gravity loads but retain no margin against collapse", "source_data_type": "figure_given", "mu": 0.89648362145093974, "sigma": 0.4039273226569185, "method": "Curve fitting", "mu_sigma_quality": 0.99877147068987138, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.896, σ=0.404, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0 }, { "x": 0.65, "y": 0 }, { "x": 0.7, "y": 0 }, { "x": 0.75, "y": 0 }, { "x": 0.8, "y": 0.00166666666667 }, { "x": 0.85, "y": 0.00333333333333 }, { "x": 0.9, "y": 0.005 }, { "x": 0.95, "y": 0.00833333333333 }, { "x": 1, "y": 0.01166666666667 }, { "x": 1.05, "y": 0.015 }, { "x": 1.1, "y": 0.02333333333333 }, { "x": 1.15, "y": 0.03166666666667 }, { "x": 1.2, "y": 0.04 }, { "x": 1.25, "y": 0.05 }, { "x": 1.3, "y": 0.06 }, { "x": 1.35, "y": 0.07 }, { "x": 1.4, "y": 0.08333333333333 }, { "x": 1.45, "y": 0.09666666666667 }, { "x": 1.5, "y": 0.11 } ] }, { "id": 1048, "curve_id": "E9.8", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 39.3 m; total design weight is 8.89 MN; Design base shear is 1867.8; and design periods is 1.05 sec; seismic environment: PGA/PGV < 0.8 g/m/s (low category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Structures continue to support gravity loads but retain no margin against collapse", "source_data_type": "figure_given", "mu": -0.554091196278635, "sigma": 0.45647561720407642, "method": "Curve fitting", "mu_sigma_quality": 0.99984765658374919, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.554, σ=0.456, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0.02333333333333 }, { "x": 0.25, "y": 0.04666666666667 }, { "x": 0.3, "y": 0.07 }, { "x": 0.35, "y": 0.14333333333333 }, { "x": 0.4, "y": 0.21666666666667 }, { "x": 0.45, "y": 0.29 }, { "x": 0.5, "y": 0.375 }, { "x": 0.55, "y": 0.46 }, { "x": 0.6, "y": 0.545 }, { "x": 0.65, "y": 0.605 }, { "x": 0.7, "y": 0.665 }, { "x": 0.75, "y": 0.725 }, { "x": 0.8, "y": 0.76333333333333 }, { "x": 0.85, "y": 0.80166666666667 }, { "x": 0.9, "y": 0.84 }, { "x": 0.95, "y": 0.86333333333333 }, { "x": 1, "y": 0.88666666666667 }, { "x": 1.05, "y": 0.91 }, { "x": 1.1, "y": 0.92333333333333 }, { "x": 1.15, "y": 0.93666666666667 }, { "x": 1.2, "y": 0.95 }, { "x": 1.25, "y": 0.95666666666667 }, { "x": 1.3, "y": 0.96333333333333 }, { "x": 1.35, "y": 0.97 }, { "x": 1.4, "y": 0.97333333333333 }, { "x": 1.45, "y": 0.97666666666667 }, { "x": 1.5, "y": 0.98 } ] }, { "id": 1049, "curve_id": "E9.9", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Air traffic control tower", "ci_detail": "design according to Iranian Code of Practice for Seismic Resistant Design of Buildings; total height is 39.3 m; total design weight is 8.89 MN; Design base shear is 1867.8; and design periods is 1.05 sec; seismic environment: PGA/PGV between 0.8-1.2 g/m/s (medium category)", "source_type": "Peer-reviewed", "source_abbrev": "Vafaei & Alih (2018)", "source_detail": "Vafaei, M. and Alih, S. C.: Seismic vulnerability of air traffic control towers, Natural Hazards, 90, 803–822, https://doi.org/10.1007/s11069-017-3072-3, 2018.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Structures continue to support gravity loads but retain no margin against collapse", "source_data_type": "figure_given", "mu": -0.147371738658, "sigma": 0.418645484084649, "method": "Curve fitting", "mu_sigma_quality": 0.99993170810195109, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.147, σ=0.419, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0.00166666666667 }, { "x": 0.25, "y": 0.00333333333333 }, { "x": 0.3, "y": 0.005 }, { "x": 0.35, "y": 0.02166666666667 }, { "x": 0.4, "y": 0.03833333333333 }, { "x": 0.45, "y": 0.055 }, { "x": 0.5, "y": 0.1 }, { "x": 0.55, "y": 0.145 }, { "x": 0.6, "y": 0.19 }, { "x": 0.65, "y": 0.25 }, { "x": 0.7, "y": 0.31 }, { "x": 0.75, "y": 0.37 }, { "x": 0.8, "y": 0.42666666666667 }, { "x": 0.85, "y": 0.48333333333333 }, { "x": 0.9, "y": 0.54 }, { "x": 0.95, "y": 0.58666666666667 }, { "x": 1, "y": 0.63333333333333 }, { "x": 1.05, "y": 0.68 }, { "x": 1.1, "y": 0.71666666666667 }, { "x": 1.15, "y": 0.75333333333333 }, { "x": 1.2, "y": 0.79 }, { "x": 1.25, "y": 0.81333333333333 }, { "x": 1.3, "y": 0.83666666666667 }, { "x": 1.35, "y": 0.86 }, { "x": 1.4, "y": 0.87666666666667 }, { "x": 1.45, "y": 0.89333333333333 }, { "x": 1.5, "y": 0.91 } ] }, { "id": 1050, "curve_id": "L7.34", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Roads", "ci_detail": "Urban roads, suburban secondary roads composed by single carriageways with two lanes; roads of 7.4 years exposed to slow-moving landslides ", "source_type": "Peer-reviewed", "source_abbrev": "Ferlisi et al (2021)", "source_detail": "Ferlisi, S., Marchese, A., and Peduto, D.: Quantitative analysis of the risk to road networks exposed to slow-moving landslides: a case study in the Campania region (southern Italy), Landslides, 18, 303–319, https://doi.org/10.1007/s10346-020-01482-8, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Very low-low", "source_data_type": "median_dispersion", "mu": 1.0851892682366966, "sigma": 0.60000000033887546, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.085, σ=0.600, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Representative velocity along the steepest slope direction ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Campania region, Italy", "hazard_type": "Landslide", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.035252792 }, { "x": 2, "y": 0.256748098074357 }, { "x": 3, "y": 0.508924272806432 }, { "x": 4, "y": 0.692110603841102 }, { "x": 5, "y": 0.808872176972496 }, { "x": 6, "y": 0.880525335576046 }, { "x": 7, "y": 0.924290147377111 }, { "x": 8, "y": 0.951249069 }, { "x": 9, "y": 0.968086916435544 }, { "x": 10, "y": 0.9787705004435 }, { "x": 11, "y": 0.985659492181635 }, { "x": 12, "y": 0.99017231326146 }, { "x": 13, "y": 0.993173520402752 }, { "x": 14, "y": 0.995198137140225 }, { "x": 15, "y": 0.996582396846729 }, { "x": 16, "y": 0.99754081779932 }, { "x": 17, "y": 0.998212266430258 }, { "x": 18, "y": 0.998687889806938 }, { "x": 19, "y": 0.999028303761417 }, { "x": 20, "y": 0.999274322714065 }, { "x": 21, "y": 0.999453751609945 }, { "x": 22, "y": 0.999585742850227 }, { "x": 23, "y": 0.999683626938009 }, { "x": 24, "y": 0.999756773866642 }, { "x": 25, "y": 0.999811831259802 }, { "x": 26, "y": 0.999853557 }, { "x": 27, "y": 0.99988538469655 }, { "x": 28, "y": 0.99990981223812 }, { "x": 29, "y": 0.999928670153698 }, { "x": 30, "y": 0.999943309624645 } ] }, { "id": 1051, "curve_id": "L7.34", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Roads", "ci_detail": "Urban roads, suburban secondary roads composed by single carriageways with two lanes; roads of 7.4 years exposed to slow-moving landslides ", "source_type": "Peer-reviewed", "source_abbrev": "Ferlisi et al (2021)", "source_detail": "Ferlisi, S., Marchese, A., and Peduto, D.: Quantitative analysis of the risk to road networks exposed to slow-moving landslides: a case study in the Campania region (southern Italy), Landslides, 18, 303–319, https://doi.org/10.1007/s10346-020-01482-8, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Very severe", "source_data_type": "median_dispersion", "mu": 2.6993457604720636, "sigma": 0.30999999999999994, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.699, σ=0.310, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Representative velocity along the steepest slope direction ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Campania region, Italy", "hazard_type": "Landslide", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 1.55233397171493E-18 }, { "x": 2, "y": 4.84826032379162E-11 }, { "x": 3, "y": 1.21086053447979E-07 }, { "x": 4, "y": 1.13945920917505E-05 }, { "x": 5, "y": 0.000219189 }, { "x": 6, "y": 0.001707409 }, { "x": 7, "y": 0.007540304 }, { "x": 8, "y": 0.022766819 }, { "x": 9, "y": 0.0526434518528118 }, { "x": 10, "y": 0.100294881130472 }, { "x": 11, "y": 0.165420592338215 }, { "x": 12, "y": 0.244550604265734 }, { "x": 13, "y": 0.332312424542358 }, { "x": 14, "y": 0.422900493376822 }, { "x": 15, "y": 0.511200364969755 }, { "x": 16, "y": 0.593387493851903 }, { "x": 17, "y": 0.667067845570268 }, { "x": 18, "y": 0.731122990543491 }, { "x": 19, "y": 0.785418072923538 }, { "x": 20, "y": 0.830485486655615 }, { "x": 21, "y": 0.867247363686295 }, { "x": 22, "y": 0.896801999972727 }, { "x": 23, "y": 0.920276001 }, { "x": 24, "y": 0.938732426521095 }, { "x": 25, "y": 0.953121445458402 }, { "x": 26, "y": 0.964260471009596 }, { "x": 27, "y": 0.972833038661909 }, { "x": 28, "y": 0.979398422 }, { "x": 29, "y": 0.984406465777391 }, { "x": 30, "y": 0.988214095 } ] }, { "id": 1052, "curve_id": "E1.17", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbine", "ci_detail": "1-MW capacity, 40-m hub height", "source_type": "Peer-reviewed", "source_abbrev": "Martin del Campo et al. (2021)", "source_detail": "Martín del Campo, J. O., Pozos-Estrada, A., and Pozos-Estrada, O.: Development of fragility curves of land-based wind turbines with tuned mass dampers under cyclone and seismic loading, Wind Energy, 24, 737–753, https://doi.org/10.1002/we.2600, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Yielding of tower", "source_data_type": "datapoints_given", "mu": 1.209920447924987, "sigma": 0.9288445317484787, "method": "Curve fitting", "mu_sigma_quality": 0.99999999393916117, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.210, σ=0.929, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.9591954E-06 }, { "x": 0.1, "y": 7.803032663E-05 }, { "x": 0.15, "y": 0.0004107385319 }, { "x": 0.2, "y": 0.00120189074472 }, { "x": 0.25, "y": 0.00259302554445 }, { "x": 0.3, "y": 0.00467585808902 }, { "x": 0.35, "y": 0.00748707985925 }, { "x": 0.4, "y": 0.01103888047015 }, { "x": 0.45, "y": 0.0152921281983 }, { "x": 0.5, "y": 0.02024321871043 }, { "x": 0.55, "y": 0.02581333250306 }, { "x": 0.6, "y": 0.03197371051789 }, { "x": 0.65, "y": 0.03866471725447 }, { "x": 0.7, "y": 0.04583517476327 }, { "x": 0.75, "y": 0.05344748669961 }, { "x": 0.8, "y": 0.06143479942471 }, { "x": 0.85, "y": 0.06976340644275 }, { "x": 0.9, "y": 0.07838246113911 }, { "x": 0.95, "y": 0.08725729963858 }, { "x": 1, "y": 0.09635279096986 } ] }, { "id": 1053, "curve_id": "E1.18", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbine", "ci_detail": "2.5-MW capacity, 80-m hub height;", "source_type": "Peer-reviewed", "source_abbrev": "Martin del Campo et al. (2021)", "source_detail": "Martín del Campo, J. O., Pozos-Estrada, A., and Pozos-Estrada, O.: Development of fragility curves of land-based wind turbines with tuned mass dampers under cyclone and seismic loading, Wind Energy, 24, 737–753, https://doi.org/10.1002/we.2600, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Yielding of tower", "source_data_type": "datapoints_given", "mu": 1.4219028799819642, "sigma": 0.7628955307769214, "method": "Curve fitting", "mu_sigma_quality": 0.99999986788978834, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.422, σ=0.763, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.59871E-09 }, { "x": 0.1, "y": 5.2501972E-07 }, { "x": 0.15, "y": 6.83688097E-06 }, { "x": 0.2, "y": 3.550320692E-05 }, { "x": 0.25, "y": 0.00011656087981 }, { "x": 0.3, "y": 0.00028875004466 }, { "x": 0.35, "y": 0.00059843555275 }, { "x": 0.4, "y": 0.00108846451499 }, { "x": 0.45, "y": 0.00180559069878 }, { "x": 0.5, "y": 0.00278155673567 }, { "x": 0.55, "y": 0.00405527204771 }, { "x": 0.6, "y": 0.00564425517461 }, { "x": 0.65, "y": 0.00758014332479 }, { "x": 0.7, "y": 0.00986231422974 }, { "x": 0.75, "y": 0.01251640777684 }, { "x": 0.8, "y": 0.01553800540343 }, { "x": 0.85, "y": 0.01890414385165 }, { "x": 0.9, "y": 0.02264558858995 }, { "x": 0.95, "y": 0.02674620830698 }, { "x": 1, "y": 0.03116632774384 } ] }, { "id": 1054, "curve_id": "E1.19", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbine", "ci_detail": "3.3-MW capacity, 100-m hub height;", "source_type": "Peer-reviewed", "source_abbrev": "Martin del Campo et al. (2021)", "source_detail": "Martín del Campo, J. O., Pozos-Estrada, A., and Pozos-Estrada, O.: Development of fragility curves of land-based wind turbines with tuned mass dampers under cyclone and seismic loading, Wind Energy, 24, 737–753, https://doi.org/10.1002/we.2600, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Yielding of tower", "source_data_type": "datapoints_given", "mu": 1.649027484688173, "sigma": 0.77529644244725371, "method": "Curve fitting", "mu_sigma_quality": 0.99999998023021841, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.649, σ=0.775, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.10285E-09 }, { "x": 0.1, "y": 1.736943E-07 }, { "x": 0.15, "y": 2.39549331E-06 }, { "x": 0.2, "y": 1.316362009E-05 }, { "x": 0.25, "y": 4.506286717E-05 }, { "x": 0.3, "y": 0.00011698687284 }, { "x": 0.35, "y": 0.00024932576978 }, { "x": 0.4, "y": 0.00046795001478 }, { "x": 0.45, "y": 0.00079670130296 }, { "x": 0.5, "y": 0.00126045126599 }, { "x": 0.55, "y": 0.00187695409799 }, { "x": 0.6, "y": 0.00267068515516 }, { "x": 0.65, "y": 0.00365119652477 }, { "x": 0.7, "y": 0.00484073690102 }, { "x": 0.75, "y": 0.00624373923494 }, { "x": 0.8, "y": 0.00787321464039 }, { "x": 0.85, "y": 0.00972965920833 }, { "x": 0.9, "y": 0.01182383887305 }, { "x": 0.95, "y": 0.0141484773469 }, { "x": 1, "y": 0.01671132303074 } ] }, { "id": 1055, "curve_id": "E1.20", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbine", "ci_detail": "1-MW capacity, 40-m hub height; passive damping system", "source_type": "Peer-reviewed", "source_abbrev": "Martin del Campo et al. (2021)", "source_detail": "Martín del Campo, J. O., Pozos-Estrada, A., and Pozos-Estrada, O.: Development of fragility curves of land-based wind turbines with tuned mass dampers under cyclone and seismic loading, Wind Energy, 24, 737–753, https://doi.org/10.1002/we.2600, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Yielding of tower", "source_data_type": "datapoints_given", "mu": 1.385597124250616, "sigma": 0.86195150506788332, "method": "Curve fitting", "mu_sigma_quality": 0.999999971100996, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.386, σ=0.862, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.8677342E-07 }, { "x": 0.1, "y": 9.39237931E-06 }, { "x": 0.15, "y": 7.008922949E-05 }, { "x": 0.2, "y": 0.00025554575691 }, { "x": 0.25, "y": 0.00065021681262 }, { "x": 0.3, "y": 0.00132984118684 }, { "x": 0.35, "y": 0.00235813386943 }, { "x": 0.4, "y": 0.00378752678404 }, { "x": 0.45, "y": 0.00563990227915 }, { "x": 0.5, "y": 0.00793844546323 }, { "x": 0.55, "y": 0.0106918776122 }, { "x": 0.6, "y": 0.01389910188545 }, { "x": 0.65, "y": 0.01754433774683 }, { "x": 0.7, "y": 0.02162338965742 }, { "x": 0.75, "y": 0.02611549190636 }, { "x": 0.8, "y": 0.03099245721395 }, { "x": 0.85, "y": 0.03624762101234 }, { "x": 0.9, "y": 0.04183151351513 }, { "x": 0.95, "y": 0.04776267266548 }, { "x": 1, "y": 0.05396605400917 } ] }, { "id": 1056, "curve_id": "E1.21", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbine", "ci_detail": "2.5-MW capacity, 80-m hub height;passive damping system", "source_type": "Peer-reviewed", "source_abbrev": "Martin del Campo et al. (2021)", "source_detail": "Martín del Campo, J. O., Pozos-Estrada, A., and Pozos-Estrada, O.: Development of fragility curves of land-based wind turbines with tuned mass dampers under cyclone and seismic loading, Wind Energy, 24, 737–753, https://doi.org/10.1002/we.2600, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Yielding of tower", "source_data_type": "datapoints_given", "mu": 1.54411573483265, "sigma": 0.74938651814252366, "method": "Curve fitting", "mu_sigma_quality": 0.99999996287221216, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.544, σ=0.749, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 6.9369E-10 }, { "x": 0.1, "y": 1.4308581E-07 }, { "x": 0.15, "y": 2.19362784E-06 }, { "x": 0.2, "y": 1.290385478E-05 }, { "x": 0.25, "y": 4.608053792E-05 }, { "x": 0.3, "y": 0.00012278958135 }, { "x": 0.35, "y": 0.00026896913994 }, { "x": 0.4, "y": 0.00051360539505 }, { "x": 0.45, "y": 0.00088555739349 }, { "x": 0.5, "y": 0.001416678922 }, { "x": 0.55, "y": 0.00213162803199 }, { "x": 0.6, "y": 0.00305391586362 }, { "x": 0.65, "y": 0.00420149097563 }, { "x": 0.7, "y": 0.00559759885952 }, { "x": 0.75, "y": 0.00725463042866 }, { "x": 0.8, "y": 0.00917970032278 }, { "x": 0.85, "y": 0.01137878479942 }, { "x": 0.9, "y": 0.0138662525256 }, { "x": 0.95, "y": 0.01663026824569 }, { "x": 1, "y": 0.01967475221656 } ] }, { "id": 1057, "curve_id": "E1.22", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbine", "ci_detail": "3.3-MW capacity, 100-m hub height;passive damping system", "source_type": "Peer-reviewed", "source_abbrev": "Martin del Campo et al. (2021)", "source_detail": "Martín del Campo, J. O., Pozos-Estrada, A., and Pozos-Estrada, O.: Development of fragility curves of land-based wind turbines with tuned mass dampers under cyclone and seismic loading, Wind Energy, 24, 737–753, https://doi.org/10.1002/we.2600, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "Yielding of tower", "source_data_type": "datapoints_given", "mu": 1.76330645969982, "sigma": 0.74268910416664125, "method": "Curve fitting", "mu_sigma_quality": 0.99999991194861038, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.763, σ=0.743, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 7.465E-11 }, { "x": 0.1, "y": 2.183197E-08 }, { "x": 0.15, "y": 4.1143444E-07 }, { "x": 0.2, "y": 2.80097201E-06 }, { "x": 0.25, "y": 1.111014015E-05 }, { "x": 0.3, "y": 3.241352123E-05 }, { "x": 0.35, "y": 7.620559816E-05 }, { "x": 0.4, "y": 0.00015438028339 }, { "x": 0.45, "y": 0.0002805743332 }, { "x": 0.5, "y": 0.00047110143456 }, { "x": 0.55, "y": 0.00073882876492 }, { "x": 0.6, "y": 0.00109931987948 }, { "x": 0.65, "y": 0.00156856683068 }, { "x": 0.7, "y": 0.0021541084016 }, { "x": 0.75, "y": 0.00287560189279 }, { "x": 0.8, "y": 0.00373913968125 }, { "x": 0.85, "y": 0.004758779139 }, { "x": 0.9, "y": 0.00593353032902 }, { "x": 0.95, "y": 0.00727594224323 }, { "x": 1, "y": 0.00879330675312 } ] }, { "id": 1058, "curve_id": "E1.1", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Small power plants", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.900037310852295, "sigma": 0.76462835512498584, "method": "Curve fitting", "mu_sigma_quality": 0.99759989020786444, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.900, σ=0.765, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01114575197167 }, { "x": 0.1, "y": 0.06426258933677 }, { "x": 0.15, "y": 0.13839065837062 }, { "x": 0.2, "y": 0.21285487260145 }, { "x": 0.25, "y": 0.28347752137337 }, { "x": 0.3, "y": 0.35049452698446 }, { "x": 0.35, "y": 0.41429608252956 }, { "x": 0.4, "y": 0.47472315559258 }, { "x": 0.45, "y": 0.53134314999343 }, { "x": 0.5, "y": 0.58374433289148 }, { "x": 0.55, "y": 0.63167622978567 }, { "x": 0.6, "y": 0.6750765899535 }, { "x": 0.65, "y": 0.71404398751667 }, { "x": 0.7, "y": 0.74879362786042 }, { "x": 0.75, "y": 0.77961447935522 }, { "x": 0.8, "y": 0.806834419321 }, { "x": 0.85, "y": 0.83079454786039 }, { "x": 0.9, "y": 0.85183158610133 }, { "x": 0.95, "y": 0.87026663886457 }, { "x": 1, "y": 0.88639864736223 }, { "x": 1.05, "y": 0.90050113911148 }, { "x": 1.1, "y": 0.91282120315726 }, { "x": 1.15, "y": 0.92357990347967 }, { "x": 1.2, "y": 0.93297357131281 }, { "x": 1.25, "y": 0.94117558955191 }, { "x": 1.3, "y": 0.94833840852745 }, { "x": 1.35, "y": 0.95459562244821 }, { "x": 1.4, "y": 0.96006399887701 }, { "x": 1.45, "y": 0.96484539703137 }, { "x": 1.5, "y": 0.96902854008556 }, { "x": 1.55, "y": 0.97269062612657 }, { "x": 1.6, "y": 0.97589877498489 }, { "x": 1.65, "y": 0.97871131596806 }, { "x": 1.7, "y": 0.98117892609263 }, { "x": 1.75, "y": 0.98334563080648 }, { "x": 1.8, "y": 0.98524968016296 }, { "x": 1.85, "y": 0.98692431346615 }, { "x": 1.9, "y": 0.98839842490483 }, { "x": 1.95, "y": 0.98969714186965 }, { "x": 2, "y": 0.99084232666372 }, { "x": 2.05, "y": 0.99185301127342 }, { "x": 2.1, "y": 0.9927457738314 }, { "x": 2.15, "y": 0.99353506441595 }, { "x": 2.2, "y": 0.99423348691324 }, { "x": 2.25, "y": 0.99485204283206 }, { "x": 2.3, "y": 0.99540034220797 }, { "x": 2.35, "y": 0.99588678606292 }, { "x": 2.4, "y": 0.99631872429452 }, { "x": 2.45, "y": 0.99670259234859 }, { "x": 2.5, "y": 0.99704402957445 }, { "x": 2.55, "y": 0.99734798176632 }, { "x": 2.6, "y": 0.99761879005092 }, { "x": 2.65, "y": 0.99786026798391 }, { "x": 2.7, "y": 0.99807576846063 }, { "x": 2.75, "y": 0.99826824182477 }, { "x": 2.8, "y": 0.99844028636726 }, { "x": 2.85, "y": 0.99859419224309 }, { "x": 2.9, "y": 0.99873197969156 }, { "x": 2.95, "y": 0.99885543232379 }, { "x": 3, "y": 0.99896612613598 }, { "x": 3.05, "y": 0.99906545481673 }, { "x": 3.1, "y": 0.99915465183906 }, { "x": 3.15, "y": 0.99923480976058 }, { "x": 3.2, "y": 0.99930689709813 }, { "x": 3.25, "y": 0.99937177309335 }, { "x": 3.3, "y": 0.99943020064299 }, { "x": 3.35, "y": 0.99948285763126 }, { "x": 3.4, "y": 0.99953034686942 }, { "x": 3.45, "y": 0.99957320482085 }, { "x": 3.5, "y": 0.99961190926601 }, { "x": 3.55, "y": 0.99964688604146 }, { "x": 3.6, "y": 0.99967851496936 }, { "x": 3.65, "y": 0.99970713507896 }, { "x": 3.7, "y": 0.99973304920803 }, { "x": 3.75, "y": 0.99975652806107 }, { "x": 3.8, "y": 0.9997778137912 }, { "x": 3.85, "y": 0.99979712316403 }, { "x": 3.9, "y": 0.99981465035438 }, { "x": 3.94999999999999, "y": 0.9998305694204 }, { "x": 3.99999999999999, "y": 0.99984503649384 } ] }, { "id": 1059, "curve_id": "E1.15", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Hydropower plant", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Gautam & Rupakhety (2021)", "source_detail": "Gautam, D. and Rupakhety, R.: Empirical seismic vulnerability analysis of infrastructure systems in Nepal, Bulletin of Earthquake Engineering, 19, 6113–6127, https://doi.org/10.1007/s10518-021-01219-5, 2021.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.8296536873544218, "sigma": 3.4517040835244, "method": "Curve fitting", "mu_sigma_quality": 0.665962606962494, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.830, σ=3.452, R²=0.666; Mu/sigma can be used for reconstruction (quality: 0.666); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 1.2247117E-07 }, { "x": 0.1, "y": 0.00026518710145 }, { "x": 0.15, "y": 0.00614524667114 }, { "x": 0.2, "y": 0.0316342079181 }, { "x": 0.25, "y": 0.08134910589071 }, { "x": 0.3, "y": 0.14563424171921 }, { "x": 0.35, "y": 0.21376762209871 }, { "x": 0.4, "y": 0.27935155145111 }, { "x": 0.45, "y": 0.33817783194117 }, { "x": 0.5, "y": 0.38715006106418 }, { "x": 0.55, "y": 0.42490780664533 }, { "x": 0.6, "y": 0.45202701477921 }, { "x": 0.65, "y": 0.47036071040603 }, { "x": 0.7, "y": 0.48216023199769 }, { "x": 0.75, "y": 0.48946752859835 }, { "x": 0.8, "y": 0.49386295771116 }, { "x": 0.85, "y": 0.4964516595631 }, { "x": 0.9, "y": 0.49795463177149 }, { "x": 0.95, "y": 0.49881981045309 }, { "x": 1, "y": 0.49931601518201 }, { "x": 1.05, "y": 0.49960072448071 }, { "x": 1.1, "y": 0.49976471643973 }, { "x": 1.15, "y": 0.49985981005962 }, { "x": 1.2, "y": 0.49991544717749 }, { "x": 1.25, "y": 0.4999483474549 }, { "x": 1.3, "y": 0.49996803392401 }, { "x": 1.35, "y": 0.49997996209991 }, { "x": 1.4, "y": 0.49998728259892 }, { "x": 1.45, "y": 0.49999183288562 }, { "x": 1.5, "y": 0.49999469654589 }, { "x": 1.55, "y": 0.49999652026668 }, { "x": 1.6, "y": 0.49999769480244 }, { "x": 1.65, "y": 0.49999845922944 }, { "x": 1.7, "y": 0.49999896163341 }, { "x": 1.75, "y": 0.49999929483887 }, { "x": 1.8, "y": 0.49999951769615 }, { "x": 1.85, "y": 0.49999966791866 }, { "x": 1.9, "y": 0.49999976991882 }, { "x": 1.95, "y": 0.49999983964802 }, { "x": 2, "y": 0.49999988762045 }, { "x": 2.05, "y": 0.49999992082285 }, { "x": 2.1, "y": 0.49999994393316 }, { "x": 2.15, "y": 0.49999996010559 }, { "x": 2.2, "y": 0.49999997148103 }, { "x": 2.25, "y": 0.4999999795216 }, { "x": 2.3, "y": 0.49999998523171 }, { "x": 2.35, "y": 0.49999998930516 }, { "x": 2.4, "y": 0.49999999222375 }, { "x": 2.45, "y": 0.4999999943237 }, { "x": 2.5, "y": 0.4999999958408 }, { "x": 2.55, "y": 0.49999999694115 }, { "x": 2.6, "y": 0.49999999774231 }, { "x": 2.65, "y": 0.4999999983278 }, { "x": 2.7, "y": 0.49999999875722 }, { "x": 2.75, "y": 0.49999999907331 }, { "x": 2.8, "y": 0.49999999930676 }, { "x": 2.85, "y": 0.49999999947976 }, { "x": 2.9, "y": 0.49999999960838 }, { "x": 2.95, "y": 0.49999999970431 }, { "x": 3, "y": 0.49999999977609 }, { "x": 3.05, "y": 0.49999999982996 }, { "x": 3.1, "y": 0.4999999998705 }, { "x": 3.15, "y": 0.49999999990111 }, { "x": 3.2, "y": 0.49999999992428 }, { "x": 3.25, "y": 0.49999999994187 }, { "x": 3.3, "y": 0.49999999995526 }, { "x": 3.35, "y": 0.49999999996547 }, { "x": 3.4, "y": 0.49999999997329 }, { "x": 3.45, "y": 0.49999999997929 }, { "x": 3.5, "y": 0.49999999998391 }, { "x": 3.55, "y": 0.49999999998746 }, { "x": 3.6, "y": 0.49999999999021 }, { "x": 3.65, "y": 0.49999999999234 }, { "x": 3.7, "y": 0.49999999999399 }, { "x": 3.75, "y": 0.49999999999528 }, { "x": 3.8, "y": 0.49999999999628 }, { "x": 3.85, "y": 0.49999999999707 }, { "x": 3.9, "y": 0.49999999999768 }, { "x": 3.94999999999999, "y": 0.49999999999816 }, { "x": 3.99999999999999, "y": 0.49999999999854 } ] }, { "id": 1060, "curve_id": "E1.16", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Hydropower plant", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Gautam & Rupakhety (2021)", "source_detail": "Gautam, D. and Rupakhety, R.: Empirical seismic vulnerability analysis of infrastructure systems in Nepal, Bulletin of Earthquake Engineering, 19, 6113–6127, https://doi.org/10.1007/s10518-021-01219-5, 2021.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 4.6143063676915945, "sigma": 1.0023056503097334, "method": "Curve fitting", "mu_sigma_quality": 0.9665075962592049, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.614, σ=1.002, R²=0.967; Mu/sigma can be used for reconstruction (quality: 0.967); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Nepal", "hazard_type": "Earthquake", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 3E-13 }, { "x": 3, "y": 1.552E-10 }, { "x": 4, "y": 7.64648E-09 }, { "x": 5, "y": 1.1654982E-07 }, { "x": 6, "y": 8.905997E-07 }, { "x": 7, "y": 4.35039172E-06 }, { "x": 8, "y": 1.559723678E-05 }, { "x": 9, "y": 4.469984504E-05 }, { "x": 10, "y": 0.00010830048579 }, { "x": 11, "y": 0.00023053254848 }, { "x": 12, "y": 0.00044310190651 }, { "x": 13, "y": 0.00078459710287 }, { "x": 14, "y": 0.00129919882614 }, { "x": 15, "y": 0.00203498059808 }, { "x": 16, "y": 0.00304197493155 }, { "x": 17, "y": 0.00437015412858 }, { "x": 18, "y": 0.00606745433782 }, { "x": 19, "y": 0.00817795474011 }, { "x": 20, "y": 0.01074030603625 }, { "x": 21, "y": 0.01378648039247 }, { "x": 22, "y": 0.01734088834898 }, { "x": 23, "y": 0.02141987911729 }, { "x": 24, "y": 0.02603161250493 }, { "x": 25, "y": 0.03117626657757 }, { "x": 26, "y": 0.03684652730487 }, { "x": 27, "y": 0.04302829580741 }, { "x": 28, "y": 0.04970154525299 }, { "x": 29, "y": 0.05684126192552 }, { "x": 30, "y": 0.06441841201573 }, { "x": 31, "y": 0.07240088561828 }, { "x": 32, "y": 0.08075438072465 }, { "x": 33, "y": 0.08944320139211 }, { "x": 34, "y": 0.09843095479282 }, { "x": 35, "y": 0.10768114088451 }, { "x": 36, "y": 0.11715763568027 }, { "x": 37, "y": 0.12682507445506 }, { "x": 38, "y": 0.13664914481558 }, { "x": 39, "y": 0.14659680159625 }, { "x": 40, "y": 0.15663641630663 }, { "x": 41, "y": 0.16673787364167 }, { "x": 42, "y": 0.17687262666082 }, { "x": 43, "y": 0.18701372089835 }, { "x": 44, "y": 0.1971357960967 }, { "x": 45, "y": 0.20721507262284 }, { "x": 46, "y": 0.21722932805652 }, { "x": 47, "y": 0.22715786801019 }, { "x": 48, "y": 0.23698149400304 }, { "x": 49, "y": 0.24668247018679 }, { "x": 50, "y": 0.25624448991143 }, { "x": 51, "y": 0.26565264251143 }, { "x": 52, "y": 0.274893380267 }, { "x": 53, "y": 0.2839544852231 }, { "x": 54, "y": 0.29282503540314 }, { "x": 55, "y": 0.30149536990766 }, { "x": 56, "y": 0.30995705241363 }, { "x": 57, "y": 0.31820283266618 }, { "x": 58, "y": 0.32622660566082 }, { "x": 59, "y": 0.33402336833637 }, { "x": 60, "y": 0.34158917372324 }, { "x": 61, "y": 0.34892108261078 }, { "x": 62, "y": 0.35601711290334 }, { "x": 63, "y": 0.36287618692512 }, { "x": 64, "y": 0.36949807700548 }, { "x": 65, "y": 0.37588334972912 }, { "x": 66, "y": 0.38203330927023 }, { "x": 67, "y": 0.38794994024735 }, { "x": 68, "y": 0.39363585053781 }, { "x": 69, "y": 0.39909421448065 }, { "x": 70, "y": 0.40432871687535 }, { "x": 71, "y": 0.4093434981546 }, { "x": 72, "y": 0.41414310107342 }, { "x": 73, "y": 0.41873241921706 }, { "x": 74, "y": 0.42311664758765 }, { "x": 75, "y": 0.42730123548631 }, { "x": 76, "y": 0.43129184186392 }, { "x": 77, "y": 0.43509429327247 }, { "x": 78, "y": 0.4387145445089 }, { "x": 79, "y": 0.4421586420065 }, { "x": 80, "y": 0.4454326899953 }, { "x": 81, "y": 0.44854281942241 }, { "x": 82, "y": 0.45149515959663 }, { "x": 83, "y": 0.45429581249844 }, { "x": 84, "y": 0.45695082967666 }, { "x": 85, "y": 0.45946619163698 }, { "x": 86, "y": 0.4618477896142 }, { "x": 87, "y": 0.46410140961012 }, { "x": 88, "y": 0.46623271857111 }, { "x": 89, "y": 0.46824725257492 }, { "x": 90, "y": 0.47015040689265 }, { "x": 91, "y": 0.47194742779169 }, { "x": 92, "y": 0.47364340594521 }, { "x": 93, "y": 0.47524327131653 }, { "x": 94, "y": 0.47675178938952 }, { "x": 95, "y": 0.4781735586204 }, { "x": 96, "y": 0.47951300899135 }, { "x": 97, "y": 0.48077440155179 }, { "x": 98, "y": 0.48196182883907 }, { "x": 99, "y": 0.4830792160766 }, { "x": 100, "y": 0.48413032305389 }, { "x": 101, "y": 0.48511874659935 }, { "x": 102, "y": 0.48604792356326 }, { "x": 103, "y": 0.4869211342346 }, { "x": 104, "y": 0.48774150612172 }, { "x": 105, "y": 0.48851201803286 }, { "x": 106, "y": 0.48923550439818 }, { "x": 107, "y": 0.48991465978072 }, { "x": 108, "y": 0.49055204352879 }, { "x": 109, "y": 0.49115008452712 }, { "x": 110, "y": 0.49171108600921 }, { "x": 111, "y": 0.4922372303969 }, { "x": 112, "y": 0.492730584138 }, { "x": 113, "y": 0.49319310251593 }, { "x": 114, "y": 0.49362663440907 }, { "x": 115, "y": 0.49403292698053 }, { "x": 116, "y": 0.49441363028203 }, { "x": 117, "y": 0.49477030175795 }, { "x": 118, "y": 0.49510441063833 }, { "x": 119, "y": 0.4954173422114 }, { "x": 120, "y": 0.49571040196829 } ] }, { "id": 1061, "curve_id": "E1.2", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Small power plants", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -1.10648018816662, "sigma": 0.75379792205818719, "method": "Curve fitting", "mu_sigma_quality": 0.99841185015225908, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.106, σ=0.754, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00857300682939 }, { "x": 0.1, "y": 0.07991138366847 }, { "x": 0.15, "y": 0.18087231134464 }, { "x": 0.2, "y": 0.27568320440004 }, { "x": 0.25, "y": 0.36089456828475 }, { "x": 0.3, "y": 0.43929981271861 }, { "x": 0.35, "y": 0.51196695428318 }, { "x": 0.4, "y": 0.5785529113324 }, { "x": 0.45, "y": 0.63846917729185 }, { "x": 0.5, "y": 0.69143511911069 }, { "x": 0.55, "y": 0.73757047927104 }, { "x": 0.6, "y": 0.77730186428456 }, { "x": 0.65, "y": 0.81123436843702 }, { "x": 0.7, "y": 0.84004544425489 }, { "x": 0.75, "y": 0.86441300333074 }, { "x": 0.8, "y": 0.88497316603894 }, { "x": 0.85, "y": 0.90229926519344 }, { "x": 0.9, "y": 0.91689452200085 }, { "x": 0.95, "y": 0.92919277386486 }, { "x": 1, "y": 0.93956348378399 }, { "x": 1.05, "y": 0.94831866823026 }, { "x": 1.1, "y": 0.95572034863507 }, { "x": 1.15, "y": 0.96198775835147 }, { "x": 1.2, "y": 0.96730392437461 }, { "x": 1.25, "y": 0.97182147246827 }, { "x": 1.3, "y": 0.97566763349309 }, { "x": 1.35, "y": 0.97894849639046 }, { "x": 1.4, "y": 0.98175258440318 }, { "x": 1.45, "y": 0.984153841341 }, { "x": 1.5, "y": 0.9862141135819 }, { "x": 1.55, "y": 0.98798520673573 }, { "x": 1.6, "y": 0.98951058678546 }, { "x": 1.65, "y": 0.99082678590019 }, { "x": 1.7, "y": 0.99196456394257 }, { "x": 1.75, "y": 0.99294986842105 }, { "x": 1.8, "y": 0.99380462842056 }, { "x": 1.85, "y": 0.99454741188592 }, { "x": 1.9, "y": 0.99519397045068 }, { "x": 1.95, "y": 0.99575769168947 }, { "x": 2, "y": 0.9962499751046 }, { "x": 2.05, "y": 0.99668054522132 }, { "x": 2.1, "y": 0.9970577127584 }, { "x": 2.15, "y": 0.99738859286894 }, { "x": 2.2, "y": 0.99767928783522 }, { "x": 2.25, "y": 0.99793504028412 }, { "x": 2.3, "y": 0.99816036191344 }, { "x": 2.35, "y": 0.99835914184001 }, { "x": 2.4, "y": 0.99853473796038 }, { "x": 2.45, "y": 0.99869005412591 }, { "x": 2.5, "y": 0.99882760545054 }, { "x": 2.55, "y": 0.99894957367331 }, { "x": 2.6, "y": 0.99905785417124 }, { "x": 2.65, "y": 0.99915409595005 }, { "x": 2.7, "y": 0.99923973571869 }, { "x": 2.75, "y": 0.99931602697087 }, { "x": 2.8, "y": 0.99938406484535 }, { "x": 2.85, "y": 0.99944480741182 }, { "x": 2.9, "y": 0.99949909392445 }, { "x": 2.95, "y": 0.99954766049945 }, { "x": 3, "y": 0.99959115360014 }, { "x": 3.05, "y": 0.99963014165339 }, { "x": 3.1, "y": 0.99966512507094 }, { "x": 3.15, "y": 0.99969654490664 }, { "x": 3.2, "y": 0.99972479034597 }, { "x": 3.25, "y": 0.99975020519398 }, { "x": 3.3, "y": 0.99977309350323 }, { "x": 3.35, "y": 0.99979372446202 }, { "x": 3.4, "y": 0.9998123366457 }, { "x": 3.45, "y": 0.99982914171859 }, { "x": 3.5, "y": 0.99984432766165 }, { "x": 3.55, "y": 0.99985806158983 }, { "x": 3.6, "y": 0.99987049221448 }, { "x": 3.65, "y": 0.99988175199778 }, { "x": 3.7, "y": 0.99989195903999 }, { "x": 3.75, "y": 0.99990121873459 }, { "x": 3.8, "y": 0.99990962522125 }, { "x": 3.85, "y": 0.99991726266287 }, { "x": 3.9, "y": 0.99992420636917 }, { "x": 3.94999999999999, "y": 0.99993052378618 }, { "x": 3.99999999999999, "y": 0.99993627536868 } ] }, { "id": 1062, "curve_id": "E1.3", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Medium/large power plants", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.779739138299217, "sigma": 0.80726416130840251, "method": "Curve fitting", "mu_sigma_quality": 0.99842254544593478, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.780, σ=0.807, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01091024127949 }, { "x": 0.1, "y": 0.05761878396031 }, { "x": 0.15, "y": 0.11783769379122 }, { "x": 0.2, "y": 0.18193109668998 }, { "x": 0.25, "y": 0.24628339309934 }, { "x": 0.3, "y": 0.30907014613716 }, { "x": 0.35, "y": 0.36920889998213 }, { "x": 0.4, "y": 0.42601149731899 }, { "x": 0.45, "y": 0.4790651754511 }, { "x": 0.5, "y": 0.52817233046434 }, { "x": 0.55, "y": 0.57330098130348 }, { "x": 0.6, "y": 0.6145394799414 }, { "x": 0.65, "y": 0.65205754839741 }, { "x": 0.7, "y": 0.68607516927246 }, { "x": 0.75, "y": 0.7168392194369 }, { "x": 0.8, "y": 0.74460677124393 }, { "x": 0.85, "y": 0.76963368375095 }, { "x": 0.9, "y": 0.79216717426581 }, { "x": 0.95, "y": 0.81244127538163 }, { "x": 1, "y": 0.83067432410394 }, { "x": 1.05, "y": 0.84706784559 }, { "x": 1.1, "y": 0.86180636848031 }, { "x": 1.15, "y": 0.87505784220058 }, { "x": 1.2, "y": 0.88697442529503 }, { "x": 1.25, "y": 0.89769348533168 }, { "x": 1.3, "y": 0.907338701965 }, { "x": 1.35, "y": 0.91602120081979 }, { "x": 1.4, "y": 0.92384067114668 }, { "x": 1.45, "y": 0.930886437784 }, { "x": 1.5, "y": 0.93723847008165 }, { "x": 1.55, "y": 0.94296831870922 }, { "x": 1.6, "y": 0.94813997682538 }, { "x": 1.65, "y": 0.95281066574288 }, { "x": 1.7, "y": 0.95703154755652 }, { "x": 1.75, "y": 0.96084836861712 }, { "x": 1.8, "y": 0.96430203852028 }, { "x": 1.85, "y": 0.96742914963607 }, { "x": 1.9, "y": 0.97026244227737 }, { "x": 1.95, "y": 0.97283122049115 }, { "x": 2, "y": 0.97516172322705 }, { "x": 2.05, "y": 0.97727745534044 }, { "x": 2.1, "y": 0.97919948255596 }, { "x": 2.15, "y": 0.98094669417438 }, { "x": 2.2, "y": 0.98253603696552 }, { "x": 2.25, "y": 0.98398272336286 }, { "x": 2.3, "y": 0.9853004167664 }, { "x": 2.35, "y": 0.98650139647308 }, { "x": 2.4, "y": 0.98759670448953 }, { "x": 2.45, "y": 0.98859627624086 }, { "x": 2.5, "y": 0.98950905697021 }, { "x": 2.55, "y": 0.99034310542672 }, { "x": 2.6, "y": 0.99110568626209 }, { "x": 2.65, "y": 0.99180335239749 }, { "x": 2.7, "y": 0.99244201848048 }, { "x": 2.75, "y": 0.99302702642575 }, { "x": 2.8, "y": 0.99356320392059 }, { "x": 2.85, "y": 0.99405491667686 }, { "x": 2.9, "y": 0.99450611512185 }, { "x": 2.95, "y": 0.99492037614258 }, { "x": 3, "y": 0.99530094042805 }, { "x": 3.05, "y": 0.99565074589248 }, { "x": 3.1, "y": 0.99597245760789 }, { "x": 3.15, "y": 0.99626849462618 }, { "x": 3.2, "y": 0.99654105402801 }, { "x": 3.25, "y": 0.9967921324979 }, { "x": 3.3, "y": 0.99702354569164 }, { "x": 3.35, "y": 0.99723694563212 }, { "x": 3.4, "y": 0.99743383634385 }, { "x": 3.45, "y": 0.99761558791277 }, { "x": 3.5, "y": 0.99778344913761 }, { "x": 3.55, "y": 0.99793855892075 }, { "x": 3.6, "y": 0.99808195653022 }, { "x": 3.65, "y": 0.99821459085033 }, { "x": 3.7, "y": 0.99833732872549 }, { "x": 3.75, "y": 0.99845096249065 }, { "x": 3.8, "y": 0.99855621677161 }, { "x": 3.85, "y": 0.99865375462955 }, { "x": 3.9, "y": 0.99874418311642 }, { "x": 3.94999999999999, "y": 0.99882805830041 }, { "x": 3.99999999999999, "y": 0.99890588981478 } ] }, { "id": 1063, "curve_id": "E1.4", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Medium/large power plants", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.874224390954411, "sigma": 0.75587405648398132, "method": "Curve fitting", "mu_sigma_quality": 0.99775976192902538, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.874, σ=0.756, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01087412803625 }, { "x": 0.1, "y": 0.06075815415667 }, { "x": 0.15, "y": 0.12910852913665 }, { "x": 0.2, "y": 0.2008727196757 }, { "x": 0.25, "y": 0.27072920072776 }, { "x": 0.3, "y": 0.33777688884935 }, { "x": 0.35, "y": 0.40189132270972 }, { "x": 0.4, "y": 0.46274350877454 }, { "x": 0.45, "y": 0.51985824213598 }, { "x": 0.5, "y": 0.57281314497588 }, { "x": 0.55, "y": 0.6213484451214 }, { "x": 0.6, "y": 0.66538843208449 }, { "x": 0.65, "y": 0.70501581271893 }, { "x": 0.7, "y": 0.74043012766531 }, { "x": 0.75, "y": 0.77190663722286 }, { "x": 0.8, "y": 0.79976225736618 }, { "x": 0.85, "y": 0.82432999262073 }, { "x": 0.9, "y": 0.84594108127374 }, { "x": 0.95, "y": 0.86491334395881 }, { "x": 1, "y": 0.88154418714709 }, { "x": 1.05, "y": 0.89610693421743 }, { "x": 1.1, "y": 0.90884944032286 }, { "x": 1.15, "y": 0.91999421111198 }, { "x": 1.2, "y": 0.92973946262711 }, { "x": 1.25, "y": 0.93826072759215 }, { "x": 1.3, "y": 0.94571273812238 }, { "x": 1.35, "y": 0.95223140526222 }, { "x": 1.4, "y": 0.95793577987905 }, { "x": 1.45, "y": 0.96292992414253 }, { "x": 1.5, "y": 0.96730465344551 }, { "x": 1.55, "y": 0.9711391292017 }, { "x": 1.6, "y": 0.9745022964537 }, { "x": 1.65, "y": 0.97745416879152 }, { "x": 1.7, "y": 0.98004696825541 }, { "x": 1.75, "y": 0.98232613076969 }, { "x": 1.8, "y": 0.9843311889939 }, { "x": 1.85, "y": 0.98609654482001 }, { "x": 1.9, "y": 0.98765214346004 }, { "x": 1.95, "y": 0.98902406041016 }, { "x": 2, "y": 0.99023501171613 }, { "x": 2.05, "y": 0.99130479701472 }, { "x": 2.1, "y": 0.99225068385843 }, { "x": 2.15, "y": 0.99308774089336 }, { "x": 2.2, "y": 0.99382912657865 }, { "x": 2.25, "y": 0.99448633932449 }, { "x": 2.3, "y": 0.99506943419091 }, { "x": 2.35, "y": 0.99558721063114 }, { "x": 2.4, "y": 0.99604737517863 }, { "x": 2.45, "y": 0.99645668246171 }, { "x": 2.5, "y": 0.99682105747727 }, { "x": 2.55, "y": 0.99714570166033 }, { "x": 2.6, "y": 0.99743518494215 }, { "x": 2.65, "y": 0.99769352569142 }, { "x": 2.7, "y": 0.99792426017395 }, { "x": 2.75, "y": 0.9981305029429 }, { "x": 2.8, "y": 0.99831499937823 }, { "x": 2.85, "y": 0.99848017142691 }, { "x": 2.9, "y": 0.99862815745199 }, { "x": 2.95, "y": 0.99876084697418 }, { "x": 3, "y": 0.99887991098302 }, { "x": 3.05, "y": 0.9989868284023 }, { "x": 3.1, "y": 0.99908290921528 }, { "x": 3.15, "y": 0.99916931468676 }, { "x": 3.2, "y": 0.99924707506006 }, { "x": 3.25, "y": 0.9993171050564 }, { "x": 3.3, "y": 0.99938021745988 }, { "x": 3.35, "y": 0.9994371350342 }, { "x": 3.4, "y": 0.99948850098373 }, { "x": 3.45, "y": 0.99953488814433 }, { "x": 3.5, "y": 0.99957680706409 }, { "x": 3.55, "y": 0.99961471311385 }, { "x": 3.6, "y": 0.99964901274872 }, { "x": 3.65, "y": 0.99968006902622 }, { "x": 3.7, "y": 0.99970820647311 }, { "x": 3.75, "y": 0.99973371538091 }, { "x": 3.8, "y": 0.99975685560022 }, { "x": 3.85, "y": 0.99977785989471 }, { "x": 3.9, "y": 0.9997969369082 }, { "x": 3.94999999999999, "y": 0.99981427379128 }, { "x": 3.99999999999999, "y": 0.99983003852839 } ] }, { "id": 1064, "curve_id": "E12.1", "sector": "Telecommunications", "ci_type": "Others", "ci_desc": "Central offices and broadcasting stations", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.587934996801783, "sigma": 0.88895334078137689, "method": "Curve fitting", "mu_sigma_quality": 0.999892029449987, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.588, σ=0.889, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0067023018174 }, { "x": 0.1, "y": 0.03407225970212 }, { "x": 0.15, "y": 0.07683222445737 }, { "x": 0.2, "y": 0.12995344684966 }, { "x": 0.25, "y": 0.18798803256628 }, { "x": 0.3, "y": 0.24674813204494 }, { "x": 0.35, "y": 0.30365700787835 }, { "x": 0.4, "y": 0.35735306352033 }, { "x": 0.45, "y": 0.4072434880738 }, { "x": 0.5, "y": 0.45318194297002 }, { "x": 0.55, "y": 0.49526550886591 }, { "x": 0.6, "y": 0.53371409319498 }, { "x": 0.65, "y": 0.5688011555414 }, { "x": 0.7, "y": 0.60081502024554 }, { "x": 0.75, "y": 0.63003805464314 }, { "x": 0.8, "y": 0.65673615404591 }, { "x": 0.85, "y": 0.68115409919377 }, { "x": 0.9, "y": 0.70351419774963 }, { "x": 0.95, "y": 0.72401670326795 }, { "x": 1, "y": 0.74284113869234 }, { "x": 1.05, "y": 0.7601480232266 }, { "x": 1.1, "y": 0.77608071996103 }, { "x": 1.15, "y": 0.79076725006704 }, { "x": 1.2, "y": 0.8043219945533 }, { "x": 1.25, "y": 0.8168472481567 }, { "x": 1.3, "y": 0.82843461472596 }, { "x": 1.35, "y": 0.83916624707021 }, { "x": 1.4, "y": 0.84911594125432 }, { "x": 1.45, "y": 0.85835009846952 }, { "x": 1.5, "y": 0.86692856854294 }, { "x": 1.55, "y": 0.87490538886297 }, { "x": 1.6, "y": 0.88232943158088 }, { "x": 1.65, "y": 0.88924497074923 }, { "x": 1.7, "y": 0.89569217977693 }, { "x": 1.75, "y": 0.90170756832827 }, { "x": 1.8, "y": 0.90732436662771 }, { "x": 1.85, "y": 0.91257286407843 }, { "x": 1.9, "y": 0.91748070816837 }, { "x": 1.95, "y": 0.92207316881881 }, { "x": 2, "y": 0.92637337262038 }, { "x": 2.05, "y": 0.93040251078771 }, { "x": 2.1, "y": 0.93418002413664 }, { "x": 2.15, "y": 0.93772376793555 }, { "x": 2.2, "y": 0.94105015909428 }, { "x": 2.25, "y": 0.94417430782274 }, { "x": 2.3, "y": 0.94711013560639 }, { "x": 2.35, "y": 0.94987048110281 }, { "x": 2.4, "y": 0.95246719535423 }, { "x": 2.45, "y": 0.95491122753172 }, { "x": 2.5, "y": 0.95721270227256 }, { "x": 2.55, "y": 0.95938098953935 }, { "x": 2.6, "y": 0.96142476781496 }, { "x": 2.65, "y": 0.96335208134818 }, { "x": 2.7, "y": 0.96517039207949 }, { "x": 2.75, "y": 0.96688662680169 }, { "x": 2.8, "y": 0.96850722004552 }, { "x": 2.85, "y": 0.97003815312416 }, { "x": 2.9, "y": 0.97148498972127 }, { "x": 2.95, "y": 0.97285290836421 }, { "x": 3, "y": 0.97414673208653 }, { "x": 3.05, "y": 0.9753709555506 }, { "x": 3.1, "y": 0.97652976987231 }, { "x": 3.15, "y": 0.97762708536423 }, { "x": 3.2, "y": 0.97866655239062 }, { "x": 3.25, "y": 0.97965158050826 }, { "x": 3.3, "y": 0.98058535604889 }, { "x": 3.35, "y": 0.98147085828354 }, { "x": 3.4, "y": 0.9823108742951 }, { "x": 3.45, "y": 0.98310801267302 }, { "x": 3.5, "y": 0.98386471613281 }, { "x": 3.55, "y": 0.98458327315339 }, { "x": 3.6, "y": 0.98526582871631 }, { "x": 3.65, "y": 0.98591439422298 }, { "x": 3.7, "y": 0.98653085665898 }, { "x": 3.75, "y": 0.98711698706815 }, { "x": 3.8, "y": 0.98767444839349 }, { "x": 3.85, "y": 0.98820480273649 }, { "x": 3.9, "y": 0.98870951808238 }, { "x": 3.94999999999999, "y": 0.98918997453397 }, { "x": 3.99999999999999, "y": 0.98964747009353 } ] }, { "id": 1065, "curve_id": "E12.2", "sector": "Telecommunications", "ci_type": "Others", "ci_desc": "Central offices and broadcasting stations", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.830474587111115, "sigma": 0.8900038059389217, "method": "Curve fitting", "mu_sigma_quality": 0.99971276684514243, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.830, σ=0.890, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00389757529953 }, { "x": 0.1, "y": 0.03843313839788 }, { "x": 0.15, "y": 0.10319293018925 }, { "x": 0.2, "y": 0.18360806132418 }, { "x": 0.25, "y": 0.26616385427444 }, { "x": 0.3, "y": 0.34300975987863 }, { "x": 0.35, "y": 0.41129592374948 }, { "x": 0.4, "y": 0.47086908613034 }, { "x": 0.45, "y": 0.52263980139195 }, { "x": 0.5, "y": 0.56776913799554 }, { "x": 0.55, "y": 0.6073431558424 }, { "x": 0.6, "y": 0.64227681244463 }, { "x": 0.65, "y": 0.67330993509263 }, { "x": 0.7, "y": 0.70103307831376 }, { "x": 0.75, "y": 0.72591828405516 }, { "x": 0.8, "y": 0.74834618321527 }, { "x": 0.85, "y": 0.76862748771557 }, { "x": 0.9, "y": 0.78701927193708 }, { "x": 0.95, "y": 0.80373707169393 }, { "x": 1, "y": 0.81896383000026 }, { "x": 1.05, "y": 0.83285653420258 }, { "x": 1.1, "y": 0.84555118370264 }, { "x": 1.15, "y": 0.8571665537259 }, { "x": 1.2, "y": 0.86780708777697 }, { "x": 1.25, "y": 0.87756515468715 }, { "x": 1.3, "y": 0.88652283739953 }, { "x": 1.35, "y": 0.8947533723341 }, { "x": 1.4, "y": 0.90232232439158 }, { "x": 1.45, "y": 0.90928855901577 }, { "x": 1.5, "y": 0.91570505613411 }, { "x": 1.55, "y": 0.92161959907078 }, { "x": 1.6, "y": 0.92707536318081 }, { "x": 1.65, "y": 0.93211142296136 }, { "x": 1.7, "y": 0.93676319204981 }, { "x": 1.75, "y": 0.94106280733246 }, { "x": 1.8, "y": 0.94503946602555 }, { "x": 1.85, "y": 0.94871972281723 }, { "x": 1.9, "y": 0.95212775281303 }, { "x": 1.95, "y": 0.95528558499126 }, { "x": 2, "y": 0.95821331006835 }, { "x": 2.05, "y": 0.9609292660378 }, { "x": 2.1, "y": 0.96345020413888 }, { "x": 2.15, "y": 0.96579143760127 }, { "x": 2.2, "y": 0.96796697517724 }, { "x": 2.25, "y": 0.9699896411968 }, { "x": 2.3, "y": 0.97187118365191 }, { "x": 2.35, "y": 0.97362237162224 }, { "x": 2.4, "y": 0.97525308319208 }, { "x": 2.45, "y": 0.97677238486831 }, { "x": 2.5, "y": 0.97818860338993 }, { "x": 2.55, "y": 0.97950939071652 }, { "x": 2.6, "y": 0.98074178289326 }, { "x": 2.65, "y": 0.98189225341258 }, { "x": 2.7, "y": 0.98296676162394 }, { "x": 2.75, "y": 0.98397079668372 }, { "x": 2.8, "y": 0.98490941748429 }, { "x": 2.85, "y": 0.98578728895518 }, { "x": 2.9, "y": 0.98660871508785 }, { "x": 2.95, "y": 0.9873776689993 }, { "x": 3, "y": 0.98809782031744 }, { "x": 3.05, "y": 0.98877256014219 }, { "x": 3.1, "y": 0.98940502381082 }, { "x": 3.15, "y": 0.98999811167309 }, { "x": 3.2, "y": 0.99055450806121 }, { "x": 3.25, "y": 0.99107669862166 }, { "x": 3.3, "y": 0.9915669861592 }, { "x": 3.35, "y": 0.99202750512901 }, { "x": 3.4, "y": 0.99246023489962 }, { "x": 3.45, "y": 0.99286701189761 }, { "x": 3.5, "y": 0.9932495407343 }, { "x": 3.55, "y": 0.99360940440527 }, { "x": 3.6, "y": 0.99394807364492 }, { "x": 3.65, "y": 0.99426691551049 }, { "x": 3.7, "y": 0.99456720126324 }, { "x": 3.75, "y": 0.99485011360788 }, { "x": 3.8, "y": 0.99511675334596 }, { "x": 3.85, "y": 0.99536814549373 }, { "x": 3.9, "y": 0.99560524491041 }, { "x": 3.94999999999999, "y": 0.99582894147842 }, { "x": 3.99999999999999, "y": 0.99604006487384 } ] }, { "id": 1066, "curve_id": "E13.1", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground concrete tank, anchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.313099126101062, "sigma": 0.89270939332821453, "method": "Curve fitting", "mu_sigma_quality": 0.999200867753251, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.313, σ=0.893, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00042547347669 }, { "x": 0.1, "y": 0.01146432188315 }, { "x": 0.15, "y": 0.04335648111776 }, { "x": 0.2, "y": 0.08786608768605 }, { "x": 0.25, "y": 0.13548194490237 }, { "x": 0.3, "y": 0.18163926474153 }, { "x": 0.35, "y": 0.22504891398545 }, { "x": 0.4, "y": 0.26576325840662 }, { "x": 0.45, "y": 0.30418471065387 }, { "x": 0.5, "y": 0.34069152085077 }, { "x": 0.55, "y": 0.37554357884314 }, { "x": 0.6, "y": 0.40889023692789 }, { "x": 0.65, "y": 0.44080421431301 }, { "x": 0.7, "y": 0.47131419224571 }, { "x": 0.75, "y": 0.50042878553406 }, { "x": 0.8, "y": 0.52815184061307 }, { "x": 0.85, "y": 0.5544910555525 }, { "x": 0.9, "y": 0.57946205574573 }, { "x": 0.95, "y": 0.60308963152699 }, { "x": 1, "y": 0.62540734689184 }, { "x": 1.05, "y": 0.64645631636374 }, { "x": 1.1, "y": 0.66628364616115 }, { "x": 1.15, "y": 0.68494083081815 }, { "x": 1.2, "y": 0.70248226320116 }, { "x": 1.25, "y": 0.71896393272222 }, { "x": 1.3, "y": 0.73444233681181 }, { "x": 1.35, "y": 0.74897360254362 }, { "x": 1.4, "y": 0.76261280065406 }, { "x": 1.45, "y": 0.77541342776458 }, { "x": 1.5, "y": 0.78742703098135 }, { "x": 1.55, "y": 0.7987029500611 }, { "x": 1.6, "y": 0.80928815467068 }, { "x": 1.65, "y": 0.81922715714 }, { "x": 1.7, "y": 0.82856198405792 }, { "x": 1.75, "y": 0.83733219284438 }, { "x": 1.8, "y": 0.84557492193158 }, { "x": 1.85, "y": 0.85332496535986 }, { "x": 1.9, "y": 0.8606148644408 }, { "x": 1.95, "y": 0.86747501068323 }, { "x": 2, "y": 0.87393375545075 }, { "x": 2.05, "y": 0.88001752285792 }, { "x": 2.1, "y": 0.88575092325137 }, { "x": 2.15, "y": 0.89115686529572 }, { "x": 2.2, "y": 0.89625666521884 }, { "x": 2.25, "y": 0.90107015219426 }, { "x": 2.3, "y": 0.90561576916858 }, { "x": 2.35, "y": 0.90991066869895 }, { "x": 2.4, "y": 0.91397080356247 }, { "x": 2.45, "y": 0.91781101204923 }, { "x": 2.5, "y": 0.92144509796217 }, { "x": 2.55, "y": 0.92488590542941 }, { "x": 2.6, "y": 0.92814538869294 }, { "x": 2.65, "y": 0.93123467707793 }, { "x": 2.7, "y": 0.93416413537325 }, { "x": 2.75, "y": 0.936943419869 }, { "x": 2.8, "y": 0.93958153030382 }, { "x": 2.85, "y": 0.94208685797576 }, { "x": 2.9, "y": 0.94446723026683 }, { "x": 2.95, "y": 0.94672995182413 }, { "x": 3, "y": 0.94888184263165 }, { "x": 3.05, "y": 0.95092927319557 }, { "x": 3.1, "y": 0.95287819705463 }, { "x": 3.15, "y": 0.95473418081458 }, { "x": 3.2, "y": 0.95650243189381 }, { "x": 3.25, "y": 0.95818782415471 }, { "x": 3.3, "y": 0.95979492158354 }, { "x": 3.35, "y": 0.96132800017024 }, { "x": 3.4, "y": 0.96279106812837 }, { "x": 3.45, "y": 0.96418788458513 }, { "x": 3.5, "y": 0.96552197686166 }, { "x": 3.55, "y": 0.96679665645422 }, { "x": 3.6, "y": 0.96801503381887 }, { "x": 3.65, "y": 0.96918003205342 }, { "x": 3.7, "y": 0.97029439956388 }, { "x": 3.75, "y": 0.97136072179481 }, { "x": 3.8, "y": 0.97238143209736 }, { "x": 3.85, "y": 0.97335882180228 }, { "x": 3.9, "y": 0.97429504956016 }, { "x": 3.94999999999999, "y": 0.97519215000587 }, { "x": 3.99999999999999, "y": 0.97605204179969 } ] }, { "id": 1067, "curve_id": "E13.2", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground concrete tank, unanchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.605428748727951, "sigma": 0.79745135384474974, "method": "Curve fitting", "mu_sigma_quality": 0.99775136688361765, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.605, σ=0.797, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00351368237807 }, { "x": 0.1, "y": 0.03685155962829 }, { "x": 0.15, "y": 0.09139946093903 }, { "x": 0.2, "y": 0.14800609580649 }, { "x": 0.25, "y": 0.2014493203298 }, { "x": 0.3, "y": 0.2521310519669 }, { "x": 0.35, "y": 0.3011433144503 }, { "x": 0.4, "y": 0.34903079322421 }, { "x": 0.45, "y": 0.39580054161401 }, { "x": 0.5, "y": 0.44116991834432 }, { "x": 0.55, "y": 0.48477017478725 }, { "x": 0.6, "y": 0.52626446836851 }, { "x": 0.65, "y": 0.56540024160732 }, { "x": 0.7, "y": 0.60202204931467 }, { "x": 0.75, "y": 0.63606413173259 }, { "x": 0.8, "y": 0.66753461191178 }, { "x": 0.85, "y": 0.69649783131199 }, { "x": 0.9, "y": 0.72305799604237 }, { "x": 0.95, "y": 0.74734540276092 }, { "x": 1, "y": 0.76950551174915 }, { "x": 1.05, "y": 0.78969065877834 }, { "x": 1.1, "y": 0.80805401027376 }, { "x": 1.15, "y": 0.82474532794981 }, { "x": 1.2, "y": 0.83990814052964 }, { "x": 1.25, "y": 0.85367797878858 }, { "x": 1.3, "y": 0.86618139428307 }, { "x": 1.35, "y": 0.87753554164626 }, { "x": 1.4, "y": 0.88784815533113 }, { "x": 1.45, "y": 0.89721779337284 }, { "x": 1.5, "y": 0.90573425378346 }, { "x": 1.55, "y": 0.91347909480912 }, { "x": 1.6, "y": 0.92052620980695 }, { "x": 1.65, "y": 0.92694242218129 }, { "x": 1.7, "y": 0.93278807672328 }, { "x": 1.75, "y": 0.93811761170402 }, { "x": 1.8, "y": 0.94298010187948 }, { "x": 1.85, "y": 0.94741976672352 }, { "x": 1.9, "y": 0.95147644113583 }, { "x": 1.95, "y": 0.95518600789675 }, { "x": 2, "y": 0.95858079250347 }, { "x": 2.05, "y": 0.96168992190465 }, { "x": 2.1, "y": 0.96453964918849 }, { "x": 2.15, "y": 0.96715364657394 }, { "x": 2.2, "y": 0.96955326917908 }, { "x": 2.25, "y": 0.97175779204923 }, { "x": 2.3, "y": 0.97378462285976 }, { "x": 2.35, "y": 0.97564949259165 }, { "x": 2.4, "y": 0.97736662633323 }, { "x": 2.45, "y": 0.97894889620216 }, { "x": 2.5, "y": 0.98040795821773 }, { "x": 2.55, "y": 0.98175437479164 }, { "x": 2.6, "y": 0.9829977243492 }, { "x": 2.65, "y": 0.98414669944584 }, { "x": 2.7, "y": 0.98520919460667 }, { "x": 2.75, "y": 0.98619238499032 }, { "x": 2.8, "y": 0.98710279686311 }, { "x": 2.85, "y": 0.98794637076465 }, { "x": 2.9, "y": 0.98872851815135 }, { "x": 2.95, "y": 0.9894541722189 }, { "x": 3, "y": 0.99012783352879 }, { "x": 3.05, "y": 0.99075361099505 }, { "x": 3.1, "y": 0.99133525872671 }, { "x": 3.15, "y": 0.99187620916687 }, { "x": 3.2, "y": 0.99237960292082 }, { "x": 3.25, "y": 0.99284831562268 }, { "x": 3.3, "y": 0.99328498215141 }, { "x": 3.35, "y": 0.99369201847336 }, { "x": 3.4, "y": 0.994071641358 }, { "x": 3.45, "y": 0.99442588618678 }, { "x": 3.5, "y": 0.99475662305107 }, { "x": 3.55, "y": 0.99506557131428 }, { "x": 3.6, "y": 0.9953543127939 }, { "x": 3.65, "y": 0.99562430370314 }, { "x": 3.7, "y": 0.99587688547642 }, { "x": 3.75, "y": 0.99611329459026 }, { "x": 3.8, "y": 0.9963346714789 }, { "x": 3.85, "y": 0.996542068634 }, { "x": 3.9, "y": 0.99673645796812 }, { "x": 3.94999999999999, "y": 0.9969187375136 }, { "x": 3.99999999999999, "y": 0.99708973752098 } ] }, { "id": 1068, "curve_id": "E13.3", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground steel tank, anchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.0945616789226293, "sigma": 0.83741428314747868, "method": "Curve fitting", "mu_sigma_quality": 0.99830392081913155, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.095, σ=0.837, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00028364503694 }, { "x": 0.1, "y": 0.00684873660007 }, { "x": 0.15, "y": 0.02605289262632 }, { "x": 0.2, "y": 0.05461396004295 }, { "x": 0.25, "y": 0.08759278981423 }, { "x": 0.3, "y": 0.12194197707213 }, { "x": 0.35, "y": 0.15624196114837 }, { "x": 0.4, "y": 0.18994476144697 }, { "x": 0.45, "y": 0.22288179508971 }, { "x": 0.5, "y": 0.25502036795865 }, { "x": 0.55, "y": 0.28636077216138 }, { "x": 0.6, "y": 0.31690019541856 }, { "x": 0.65, "y": 0.34662479270408 }, { "x": 0.7, "y": 0.37551192001963 }, { "x": 0.75, "y": 0.40353487490611 }, { "x": 0.8, "y": 0.43066725988176 }, { "x": 0.85, "y": 0.45688613922016 }, { "x": 0.9, "y": 0.48217396553281 }, { "x": 0.95, "y": 0.50651951476038 }, { "x": 1, "y": 0.5299181094844 }, { "x": 1.05, "y": 0.5523713732888 }, { "x": 1.1, "y": 0.57388670263053 }, { "x": 1.15, "y": 0.5944765898274 }, { "x": 1.2, "y": 0.61415788810783 }, { "x": 1.25, "y": 0.63295107770889 }, { "x": 1.3, "y": 0.65087956914617 }, { "x": 1.35, "y": 0.66796906396621 }, { "x": 1.4, "y": 0.68424698267674 }, { "x": 1.45, "y": 0.69974196264391 }, { "x": 1.5, "y": 0.71448342442716 }, { "x": 1.55, "y": 0.72850120247264 }, { "x": 1.6, "y": 0.74182523472226 }, { "x": 1.65, "y": 0.75448530511077 }, { "x": 1.7, "y": 0.76651083283419 }, { "x": 1.75, "y": 0.77793070248918 }, { "x": 1.8, "y": 0.78877312957305 }, { "x": 1.85, "y": 0.79906555631441 }, { "x": 1.9, "y": 0.80883457331695 }, { "x": 1.95, "y": 0.81810586301103 }, { "x": 2, "y": 0.82690416139558 }, { "x": 2.05, "y": 0.83525323500691 }, { "x": 2.1, "y": 0.8431758704641 }, { "x": 2.15, "y": 0.85069387431106 }, { "x": 2.2, "y": 0.85782808120483 }, { "x": 2.25, "y": 0.86459836878885 }, { "x": 2.3, "y": 0.87102367784307 }, { "x": 2.35, "y": 0.87712203652266 }, { "x": 2.4, "y": 0.88291058768685 }, { "x": 2.45, "y": 0.88840561848333 }, { "x": 2.5, "y": 0.89362259149393 }, { "x": 2.55, "y": 0.89857617686715 }, { "x": 2.6, "y": 0.90328028496563 }, { "x": 2.65, "y": 0.90774809914347 }, { "x": 2.7, "y": 0.91199210834193 }, { "x": 2.75, "y": 0.91602413925428 }, { "x": 2.8, "y": 0.91985538786299 }, { "x": 2.85, "y": 0.92349645019649 }, { "x": 2.9, "y": 0.92695735218929 }, { "x": 2.95, "y": 0.93024757856028 }, { "x": 3, "y": 0.93337610064908 }, { "x": 3.05, "y": 0.93635140317166 }, { "x": 3.1, "y": 0.93918150987336 }, { "x": 3.15, "y": 0.94187400807179 }, { "x": 3.2, "y": 0.9444360720933 }, { "x": 3.25, "y": 0.94687448561573 }, { "x": 3.3, "y": 0.94919566293758 }, { "x": 3.35, "y": 0.9514056691992 }, { "x": 3.4, "y": 0.95351023958577 }, { "x": 3.45, "y": 0.95551479754531 }, { "x": 3.5, "y": 0.95742447205683 }, { "x": 3.55, "y": 0.95924411398553 }, { "x": 3.6, "y": 0.96097831156261 }, { "x": 3.65, "y": 0.96263140502774 }, { "x": 3.7, "y": 0.96420750047206 }, { "x": 3.75, "y": 0.96571048291936 }, { "x": 3.8, "y": 0.96714402868216 }, { "x": 3.85, "y": 0.96851161702896 }, { "x": 3.9, "y": 0.96981654119746 }, { "x": 3.94999999999999, "y": 0.97106191878791 }, { "x": 3.99999999999999, "y": 0.97225070156906 } ] }, { "id": 1069, "curve_id": "E13.4", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground steel tank, unanchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.717502280202281, "sigma": 0.94597704109943237, "method": "Curve fitting", "mu_sigma_quality": 0.99850918985604475, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.718, σ=0.946, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01270440262897 }, { "x": 0.1, "y": 0.06797622625146 }, { "x": 0.15, "y": 0.13547080109062 }, { "x": 0.2, "y": 0.20059874848875 }, { "x": 0.25, "y": 0.26089507388135 }, { "x": 0.3, "y": 0.31651811811955 }, { "x": 0.35, "y": 0.36793413703834 }, { "x": 0.4, "y": 0.41552234184505 }, { "x": 0.45, "y": 0.4595672173844 }, { "x": 0.5, "y": 0.50029963019011 }, { "x": 0.55, "y": 0.53792614759217 }, { "x": 0.6, "y": 0.57264355520365 }, { "x": 0.65, "y": 0.60464414020807 }, { "x": 0.7, "y": 0.63411636943475 }, { "x": 0.75, "y": 0.6612437029211 }, { "x": 0.8, "y": 0.68620294498356 }, { "x": 0.85, "y": 0.70916276225406 }, { "x": 0.9, "y": 0.73028259489803 }, { "x": 0.95, "y": 0.74971199393044 }, { "x": 1, "y": 0.76759033532298 }, { "x": 1.05, "y": 0.78404683482789 }, { "x": 1.1, "y": 0.79920078644387 }, { "x": 1.15, "y": 0.81316195700984 }, { "x": 1.2, "y": 0.82603108209128 }, { "x": 1.25, "y": 0.83790042073007 }, { "x": 1.3, "y": 0.84885433741397 }, { "x": 1.35, "y": 0.85896988842847 }, { "x": 1.4, "y": 0.86831739666664 }, { "x": 1.45, "y": 0.87696100425177 }, { "x": 1.5, "y": 0.88495919626962 }, { "x": 1.55, "y": 0.89236529179449 }, { "x": 1.6, "y": 0.89922790046536 }, { "x": 1.65, "y": 0.90559134432352 }, { "x": 1.7, "y": 0.91149604561616 }, { "x": 1.75, "y": 0.91697888192254 }, { "x": 1.8, "y": 0.92207351036349 }, { "x": 1.85, "y": 0.92681066287995 }, { "x": 1.9, "y": 0.93121841466541 }, { "x": 1.95, "y": 0.93532242784768 }, { "x": 2, "y": 0.93914617246784 }, { "x": 2.05, "y": 0.94271112671702 }, { "x": 2.1, "y": 0.94603695828211 }, { "x": 2.15, "y": 0.94914168852822 }, { "x": 2.2, "y": 0.95204184111793 }, { "x": 2.25, "y": 0.95475257653917 }, { "x": 2.3, "y": 0.95728781388868 }, { "x": 2.35, "y": 0.95966034113933 }, { "x": 2.4, "y": 0.961881915007 }, { "x": 2.45, "y": 0.96396335142885 }, { "x": 2.5, "y": 0.96591460756797 }, { "x": 2.55, "y": 0.96774485617119 }, { "x": 2.6, "y": 0.96946255302579 }, { "x": 2.65, "y": 0.97107549818742 }, { "x": 2.7, "y": 0.97259089158489 }, { "x": 2.75, "y": 0.97401538354695 }, { "x": 2.8, "y": 0.97535512074204 }, { "x": 2.85, "y": 0.97661578797263 }, { "x": 2.9, "y": 0.97780264622175 }, { "x": 2.95, "y": 0.97892056730948 }, { "x": 3, "y": 0.97997406548148 }, { "x": 3.05, "y": 0.98096732621961 }, { "x": 3.1, "y": 0.98190423253579 }, { "x": 3.15, "y": 0.98278838898447 }, { "x": 3.2, "y": 0.98362314360572 }, { "x": 3.25, "y": 0.98441160799037 }, { "x": 3.3, "y": 0.98515667563959 }, { "x": 3.35, "y": 0.98586103877476 }, { "x": 3.4, "y": 0.98652720373816 }, { "x": 3.45, "y": 0.98715750511173 }, { "x": 3.5, "y": 0.98775411866857 }, { "x": 3.55, "y": 0.98831907326133 }, { "x": 3.6, "y": 0.98885426174136 }, { "x": 3.65, "y": 0.98936145099392 }, { "x": 3.7, "y": 0.98984229116657 }, { "x": 3.75, "y": 0.99029832416082 }, { "x": 3.8, "y": 0.99073099145042 }, { "x": 3.85, "y": 0.99114164128407 }, { "x": 3.9, "y": 0.99153153532479 }, { "x": 3.94999999999999, "y": 0.99190185477366 }, { "x": 3.99999999999999, "y": 0.99225370602111 } ] }, { "id": 1070, "curve_id": "E13.5", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Above-ground steel tank", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.258883011161514, "sigma": 0.88617289367498342, "method": "Curve fitting", "mu_sigma_quality": 0.9948589277250931, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.259, σ=0.886, R²=0.995; Mu/sigma can be used for reconstruction (quality: 0.995); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.001041307871 }, { "x": 0.1, "y": 0.02405164204085 }, { "x": 0.15, "y": 0.07262370134893 }, { "x": 0.2, "y": 0.12178381619652 }, { "x": 0.25, "y": 0.16284177207665 }, { "x": 0.3, "y": 0.19760113872151 }, { "x": 0.35, "y": 0.22925807902961 }, { "x": 0.4, "y": 0.2598308627417 }, { "x": 0.45, "y": 0.29018311563285 }, { "x": 0.5, "y": 0.32050613635072 }, { "x": 0.55, "y": 0.35068976483261 }, { "x": 0.6, "y": 0.38052856939982 }, { "x": 0.65, "y": 0.40981704323033 }, { "x": 0.7, "y": 0.43838497540254 }, { "x": 0.75, "y": 0.46610480362307 }, { "x": 0.8, "y": 0.4928877338506 }, { "x": 0.85, "y": 0.51867655501465 }, { "x": 0.9, "y": 0.54343846958811 }, { "x": 0.95, "y": 0.56715906982471 }, { "x": 1, "y": 0.58983764361316 }, { "x": 1.05, "y": 0.61148364383137 }, { "x": 1.1, "y": 0.63211406835691 }, { "x": 1.15, "y": 0.6517515144562 }, { "x": 1.2, "y": 0.67042271899726 }, { "x": 1.25, "y": 0.68815744524616 }, { "x": 1.3, "y": 0.70498761785552 }, { "x": 1.35, "y": 0.72094663825691 }, { "x": 1.4, "y": 0.73606883430664 }, { "x": 1.45, "y": 0.75038901276705 }, { "x": 1.5, "y": 0.7639420929815 }, { "x": 1.55, "y": 0.77676280647634 }, { "x": 1.6, "y": 0.78888545134354 }, { "x": 1.65, "y": 0.8003436929216 }, { "x": 1.7, "y": 0.8111704040365 }, { "x": 1.75, "y": 0.82139753923997 }, { "x": 1.8, "y": 0.83105603831014 }, { "x": 1.85, "y": 0.84017575489877 }, { "x": 1.9, "y": 0.84878540670097 }, { "x": 1.95, "y": 0.8569125439374 }, { "x": 2, "y": 0.86458353330106 }, { "x": 2.05, "y": 0.87182355484729 }, { "x": 2.1, "y": 0.87865660960243 }, { "x": 2.15, "y": 0.88510553593894 }, { "x": 2.2, "y": 0.89119203301308 }, { "x": 2.25, "y": 0.89693668978786 }, { "x": 2.3, "y": 0.90235901836838 }, { "x": 2.35, "y": 0.90747749056051 }, { "x": 2.4, "y": 0.91230957672807 }, { "x": 2.45, "y": 0.91687178616864 }, { "x": 2.5, "y": 0.92117970835623 }, { "x": 2.55, "y": 0.9252480545109 }, { "x": 2.6, "y": 0.92909069905234 }, { "x": 2.65, "y": 0.9327207205788 }, { "x": 2.7, "y": 0.93615044208458 }, { "x": 2.75, "y": 0.93939147019118 }, { "x": 2.8, "y": 0.94245473321938 }, { "x": 2.85, "y": 0.94535051797371 }, { "x": 2.9, "y": 0.94808850514802 }, { "x": 2.95, "y": 0.95067780329146 }, { "x": 3, "y": 0.95312698129996 }, { "x": 3.05, "y": 0.95544409941914 }, { "x": 3.1, "y": 0.95763673876162 }, { "x": 3.15, "y": 0.95971202935531 }, { "x": 3.2, "y": 0.96167667675026 }, { "x": 3.25, "y": 0.9635369872199 }, { "x": 3.3, "y": 0.96529889159902 }, { "x": 3.35, "y": 0.96696796780549 }, { "x": 3.4, "y": 0.96854946209614 }, { "x": 3.45, "y": 0.97004830910936 }, { "x": 3.5, "y": 0.97146915074813 }, { "x": 3.55, "y": 0.97281635395767 }, { "x": 3.6, "y": 0.97409402745182 }, { "x": 3.65, "y": 0.97530603744142 }, { "x": 3.7, "y": 0.97645602241705 }, { "x": 3.75, "y": 0.97754740703689 }, { "x": 3.8, "y": 0.97858341516919 }, { "x": 3.85, "y": 0.9795670821368 }, { "x": 3.9, "y": 0.98050126620943 }, { "x": 3.94999999999999, "y": 0.98138865938738 }, { "x": 3.99999999999999, "y": 0.98223179751848 } ] }, { "id": 1071, "curve_id": "E13.6", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "On-ground wood tank", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.695300058146522, "sigma": 0.89004626296249878, "method": "Curve fitting", "mu_sigma_quality": 0.99890356879730524, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.695, σ=0.890, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00679890747279 }, { "x": 0.1, "y": 0.05326163591219 }, { "x": 0.15, "y": 0.11681099264055 }, { "x": 0.2, "y": 0.17950621137316 }, { "x": 0.25, "y": 0.2388775920971 }, { "x": 0.3, "y": 0.29523895667174 }, { "x": 0.35, "y": 0.34873875471553 }, { "x": 0.4, "y": 0.3992620611725 }, { "x": 0.45, "y": 0.44664355341009 }, { "x": 0.5, "y": 0.49078219293742 }, { "x": 0.55, "y": 0.53166960186447 }, { "x": 0.6, "y": 0.56937926579427 }, { "x": 0.65, "y": 0.60404427254236 }, { "x": 0.7, "y": 0.63583549737125 }, { "x": 0.75, "y": 0.66494409352947 }, { "x": 0.8, "y": 0.69156875278683 }, { "x": 0.85, "y": 0.71590702492667 }, { "x": 0.9, "y": 0.73814973903358 }, { "x": 0.95, "y": 0.75847766090717 }, { "x": 1, "y": 0.77705970192036 }, { "x": 1.05, "y": 0.79405217177862 }, { "x": 1.1, "y": 0.80959871264437 }, { "x": 1.15, "y": 0.82383066184992 }, { "x": 1.2, "y": 0.83686767011863 }, { "x": 1.25, "y": 0.84881845868387 }, { "x": 1.3, "y": 0.85978163808402 }, { "x": 1.35, "y": 0.86984653858172 }, { "x": 1.4, "y": 0.87909402072608 }, { "x": 1.45, "y": 0.88759724715824 }, { "x": 1.5, "y": 0.89542240519802 }, { "x": 1.55, "y": 0.90262937533535 }, { "x": 1.6, "y": 0.90927234438096 }, { "x": 1.65, "y": 0.91540036432917 }, { "x": 1.7, "y": 0.92105785938004 }, { "x": 1.75, "y": 0.92628508435496 }, { "x": 1.8, "y": 0.93111853812204 }, { "x": 1.85, "y": 0.93559133576609 }, { "x": 1.9, "y": 0.93973354318712 }, { "x": 1.95, "y": 0.94357247765725 }, { "x": 2, "y": 0.94713297765215 }, { "x": 2.05, "y": 0.95043764502917 }, { "x": 2.1, "y": 0.95350706237008 }, { "x": 2.15, "y": 0.95635998805351 }, { "x": 2.2, "y": 0.95901353137916 }, { "x": 2.25, "y": 0.96148330983708 }, { "x": 2.3, "y": 0.96378359040285 }, { "x": 2.35, "y": 0.96592741654469 }, { "x": 2.4, "y": 0.96792672245114 }, { "x": 2.45, "y": 0.96979243582737 }, { "x": 2.5, "y": 0.9715345704636 }, { "x": 2.55, "y": 0.97316230964954 }, { "x": 2.6, "y": 0.9746840813924 }, { "x": 2.65, "y": 0.97610762629247 }, { "x": 2.7, "y": 0.9774400588377 }, { "x": 2.75, "y": 0.9786879227964 }, { "x": 2.8, "y": 0.97985724131362 }, { "x": 2.85, "y": 0.98095356225189 }, { "x": 2.9, "y": 0.98198199925859 }, { "x": 2.95, "y": 0.98294726899082 }, { "x": 3, "y": 0.98385372488291 }, { "x": 3.05, "y": 0.98470538780047 }, { "x": 3.1, "y": 0.98550597388908 }, { "x": 3.15, "y": 0.9862589198931 }, { "x": 3.2, "y": 0.98696740619145 }, { "x": 3.25, "y": 0.98763437777156 }, { "x": 3.3, "y": 0.98826256333999 }, { "x": 3.35, "y": 0.98885449274773 }, { "x": 3.4, "y": 0.98941251289018 }, { "x": 3.45, "y": 0.98993880222551 }, { "x": 3.5, "y": 0.99043538404076 }, { "x": 3.55, "y": 0.990904138582 }, { "x": 3.6, "y": 0.99134681415348 }, { "x": 3.65, "y": 0.99176503728011 }, { "x": 3.7, "y": 0.99216032201857 }, { "x": 3.75, "y": 0.99253407849404 }, { "x": 3.8, "y": 0.99288762073195 }, { "x": 3.85, "y": 0.99322217384756 }, { "x": 3.9, "y": 0.99353888065033 }, { "x": 3.94999999999999, "y": 0.99383880771427 }, { "x": 3.99999999999999, "y": 0.99412295096121 } ] }, { "id": 1072, "curve_id": "E14.1", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Small water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.710075688874128, "sigma": 0.67840746612707326, "method": "Curve fitting", "mu_sigma_quality": 0.99983273202521894, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.710, σ=0.678, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 7.518795002E-05 }, { "x": 0.1, "y": 0.00494367679184 }, { "x": 0.15, "y": 0.02941051482489 }, { "x": 0.2, "y": 0.07942912421767 }, { "x": 0.25, "y": 0.14854139574993 }, { "x": 0.3, "y": 0.22697242415674 }, { "x": 0.35, "y": 0.30682299731083 }, { "x": 0.4, "y": 0.38314191598914 }, { "x": 0.45, "y": 0.45338053959256 }, { "x": 0.5, "y": 0.51656875527152 }, { "x": 0.55, "y": 0.57265036457101 }, { "x": 0.6, "y": 0.6220412039404 }, { "x": 0.65, "y": 0.66536371618952 }, { "x": 0.7, "y": 0.70329885813281 }, { "x": 0.75, "y": 0.73650948019693 }, { "x": 0.8, "y": 0.76560482108167 }, { "x": 0.85, "y": 0.79112753561186 }, { "x": 0.9, "y": 0.81355241487148 }, { "x": 0.95, "y": 0.83329069932068 }, { "x": 1, "y": 0.85069667055316 }, { "x": 1.05, "y": 0.86607479552551 }, { "x": 1.1, "y": 0.87968658024675 }, { "x": 1.15, "y": 0.89175676806222 }, { "x": 1.2, "y": 0.90247876769444 }, { "x": 1.25, "y": 0.91201932013955 }, { "x": 1.3, "y": 0.92052246925829 }, { "x": 1.35, "y": 0.92811292083629 }, { "x": 1.4, "y": 0.93489887687477 }, { "x": 1.45, "y": 0.94097442556942 }, { "x": 1.5, "y": 0.94642155793423 }, { "x": 1.55, "y": 0.95131187190433 }, { "x": 1.6, "y": 0.95570801521897 }, { "x": 1.65, "y": 0.95966490993542 }, { "x": 1.7, "y": 0.96323079418026 }, { "x": 1.75, "y": 0.96644811065486 }, { "x": 1.8, "y": 0.96935426635245 }, { "x": 1.85, "y": 0.9719822837675 }, { "x": 1.9, "y": 0.97436136044298 }, { "x": 1.95, "y": 0.97651735087727 }, { "x": 2, "y": 0.97847318249263 }, { "x": 2.05, "y": 0.98024921545681 }, { "x": 2.1, "y": 0.98186355457411 }, { "x": 2.15, "y": 0.98333232016039 }, { "x": 2.2, "y": 0.98466988373619 }, { "x": 2.25, "y": 0.98588907347518 }, { "x": 2.3, "y": 0.98700135359627 }, { "x": 2.35, "y": 0.98801698126183 }, { "x": 2.4, "y": 0.98894514401957 }, { "x": 2.45, "y": 0.98979408038393 }, { "x": 2.5, "y": 0.99057118578031 }, { "x": 2.55, "y": 0.99128310576078 }, { "x": 2.6, "y": 0.99193581813241 }, { "x": 2.65, "y": 0.99253470541304 }, { "x": 2.7, "y": 0.99308461883549 }, { "x": 2.75, "y": 0.99358993495657 }, { "x": 2.8, "y": 0.99405460578584 }, { "x": 2.85, "y": 0.99448220322825 }, { "x": 2.9, "y": 0.99487595853092 }, { "x": 2.95, "y": 0.99523879733459 }, { "x": 3, "y": 0.99557337085362 }, { "x": 3.05, "y": 0.9958820836416 }, { "x": 3.1, "y": 0.99616711834228 }, { "x": 3.15, "y": 0.99643045777549 }, { "x": 3.2, "y": 0.99667390466471 }, { "x": 3.25, "y": 0.99689909927527 }, { "x": 3.3, "y": 0.99710753519954 }, { "x": 3.35, "y": 0.99730057349696 }, { "x": 3.4, "y": 0.99747945537211 }, { "x": 3.45, "y": 0.99764531355205 }, { "x": 3.5, "y": 0.99779918250551 }, { "x": 3.55, "y": 0.99794200762979 }, { "x": 3.6, "y": 0.99807465351657 }, { "x": 3.65, "y": 0.99819791139535 }, { "x": 3.7, "y": 0.9983125058417 }, { "x": 3.75, "y": 0.9984191008279 }, { "x": 3.8, "y": 0.9985183051848 }, { "x": 3.85, "y": 0.99861067753587 }, { "x": 3.9, "y": 0.99869673075811 }, { "x": 3.94999999999999, "y": 0.99877693601804 }, { "x": 3.99999999999999, "y": 0.99885172642601 } ] }, { "id": 1073, "curve_id": "E14.2", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Small water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.865072621161389, "sigma": 0.78190358284529959, "method": "Curve fitting", "mu_sigma_quality": 0.99932928826529532, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.865, σ=0.782, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00016526854287 }, { "x": 0.1, "y": 0.01273885463386 }, { "x": 0.15, "y": 0.06459579136604 }, { "x": 0.2, "y": 0.15075238126568 }, { "x": 0.25, "y": 0.24917098943909 }, { "x": 0.3, "y": 0.34236696643865 }, { "x": 0.35, "y": 0.42311381784854 }, { "x": 0.4, "y": 0.49094968934417 }, { "x": 0.45, "y": 0.54796881120919 }, { "x": 0.5, "y": 0.5965626080541 }, { "x": 0.55, "y": 0.63865402308783 }, { "x": 0.6, "y": 0.67561198580028 }, { "x": 0.65, "y": 0.70837523660738 }, { "x": 0.7, "y": 0.7375952843865 }, { "x": 0.75, "y": 0.76374461515046 }, { "x": 0.8, "y": 0.78718672816701 }, { "x": 0.85, "y": 0.80821784020758 }, { "x": 0.9, "y": 0.82709048726513 }, { "x": 0.95, "y": 0.84402648985468 }, { "x": 1, "y": 0.85922402425544 }, { "x": 1.05, "y": 0.87286158424404 }, { "x": 1.1, "y": 0.88510037912416 }, { "x": 1.15, "y": 0.89608598457534 }, { "x": 1.2, "y": 0.90594965473616 }, { "x": 1.25, "y": 0.91480948541778 }, { "x": 1.3, "y": 0.92277150678518 }, { "x": 1.35, "y": 0.92993073038258 }, { "x": 1.4, "y": 0.93637215227008 }, { "x": 1.45, "y": 0.9421717060282 }, { "x": 1.5, "y": 0.9473971583516 }, { "x": 1.55, "y": 0.95210894172605 }, { "x": 1.6, "y": 0.9563609212318 }, { "x": 1.65, "y": 0.96020109493571 }, { "x": 1.7, "y": 0.96367222928368 }, { "x": 1.75, "y": 0.96681243231706 }, { "x": 1.8, "y": 0.96965566846228 }, { "x": 1.85, "y": 0.97223221917213 }, { "x": 1.9, "y": 0.97456909392609 }, { "x": 1.95, "y": 0.97669039610954 }, { "x": 2, "y": 0.97861764815633 }, { "x": 2.05, "y": 0.98037008010956 }, { "x": 2.1, "y": 0.9819648854704 }, { "x": 2.15, "y": 0.98341744789271 }, { "x": 2.2, "y": 0.98474154196251 }, { "x": 2.25, "y": 0.98594951098783 }, { "x": 2.3, "y": 0.98705242442617 }, { "x": 2.35, "y": 0.98806021729722 }, { "x": 2.4, "y": 0.98898181367113 }, { "x": 2.45, "y": 0.98982523608804 }, { "x": 2.5, "y": 0.99059770255253 }, { "x": 2.55, "y": 0.99130571255612 }, { "x": 2.6, "y": 0.99195512341118 }, { "x": 2.65, "y": 0.99255121802812 }, { "x": 2.7, "y": 0.99309876513368 }, { "x": 2.75, "y": 0.99360207280951 }, { "x": 2.8, "y": 0.99406503612544 }, { "x": 2.85, "y": 0.99449117954961 }, { "x": 2.9, "y": 0.9948836947362 }, { "x": 2.95, "y": 0.99524547422011 }, { "x": 3, "y": 0.995579141485 }, { "x": 3.05, "y": 0.99588707781588 }, { "x": 3.1, "y": 0.99617144629877 }, { "x": 3.15, "y": 0.99643421328745 }, { "x": 3.2, "y": 0.99667716761963 }, { "x": 3.25, "y": 0.99690193783204994 }, { "x": 3.3, "y": 0.99711000759502 }, { "x": 3.35, "y": 0.99730272956128 }, { "x": 3.4, "y": 0.99748133780181 }, { "x": 3.45, "y": 0.99764695898152 }, { "x": 3.5, "y": 0.99780062240996 }, { "x": 3.55, "y": 0.99794326908749 }, { "x": 3.6, "y": 0.99807575985324 }, { "x": 3.65, "y": 0.99819888272971 }, { "x": 3.7, "y": 0.99831335954802 }, { "x": 3.75, "y": 0.99841985192878 }, { "x": 3.8, "y": 0.99851896668502 }, { "x": 3.85, "y": 0.99861126070675 }, { "x": 3.9, "y": 0.99869724537988 }, { "x": 3.94999999999999, "y": 0.99877739058674 }, { "x": 3.99999999999999, "y": 0.99885212833038 } ] }, { "id": 1074, "curve_id": "E14.3", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Medium water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.36720236158061, "sigma": 0.62577396849278777, "method": "Curve fitting", "mu_sigma_quality": 0.99939497165118341, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.367, σ=0.626, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 3.849464E-08 }, { "x": 0.1, "y": 6.192996731E-05 }, { "x": 0.15, "y": 0.00155044560156 }, { "x": 0.2, "y": 0.00946897616283 }, { "x": 0.25, "y": 0.02988311384088 }, { "x": 0.3, "y": 0.06541870195953 }, { "x": 0.35, "y": 0.11441939850189 }, { "x": 0.4, "y": 0.17273177998331 }, { "x": 0.45, "y": 0.23571248232636 }, { "x": 0.5, "y": 0.29943940464946 }, { "x": 0.55, "y": 0.36113364500508 }, { "x": 0.6, "y": 0.41910958927366 }, { "x": 0.65, "y": 0.47253354385269 }, { "x": 0.7, "y": 0.52115502520652 }, { "x": 0.75, "y": 0.56508175641703 }, { "x": 0.8, "y": 0.60461622880573 }, { "x": 0.85, "y": 0.64014789300318 }, { "x": 0.9, "y": 0.67208767299048 }, { "x": 0.95, "y": 0.70083160564376 }, { "x": 1, "y": 0.72674310417489 }, { "x": 1.05, "y": 0.7501463744374 }, { "x": 1.1, "y": 0.77132604485253 }, { "x": 1.15, "y": 0.79052992738987 }, { "x": 1.2, "y": 0.80797308688911 }, { "x": 1.25, "y": 0.82384220465196 }, { "x": 1.3, "y": 0.83829971765526 }, { "x": 1.35, "y": 0.85148750470053 }, { "x": 1.4, "y": 0.8635300517628 }, { "x": 1.45, "y": 0.87453711180109 }, { "x": 1.5, "y": 0.88460591202774 }, { "x": 1.55, "y": 0.89382297429417 }, { "x": 1.6, "y": 0.90226561390794 }, { "x": 1.65, "y": 0.91000317581846 }, { "x": 1.7, "y": 0.91709805855195 }, { "x": 1.75, "y": 0.92360656754836 }, { "x": 1.8, "y": 0.9295796316003 }, { "x": 1.85, "y": 0.93506340927681 }, { "x": 1.9, "y": 0.9400998065852 }, { "x": 1.95, "y": 0.94472692258838 }, { "x": 2, "y": 0.94897943610176 }, { "x": 2.05, "y": 0.95288894377907 }, { "x": 2.1, "y": 0.95648425770917 }, { "x": 2.15, "y": 0.95979166895401 }, { "x": 2.2, "y": 0.96283518215246 }, { "x": 2.25, "y": 0.96563672530792 }, { "x": 2.3, "y": 0.96821633809975 }, { "x": 2.35, "y": 0.97059234145561 }, { "x": 2.4, "y": 0.97278149065243 }, { "x": 2.45, "y": 0.97479911384535 }, { "x": 2.5, "y": 0.97665923763303 }, { "x": 2.55, "y": 0.97837470103568 }, { "x": 2.6, "y": 0.97995725907474 }, { "x": 2.65, "y": 0.98141767699062 }, { "x": 2.7, "y": 0.98276581600902 }, { "x": 2.75, "y": 0.98401071146099 }, { "x": 2.8, "y": 0.98516064397318 }, { "x": 2.85, "y": 0.98622320436878 }, { "x": 2.9, "y": 0.98720535285402 }, { "x": 2.95, "y": 0.98811347300814 }, { "x": 3, "y": 0.98895342104449 }, { "x": 3.05, "y": 0.98973057076599 }, { "x": 3.1, "y": 0.99044985459876 }, { "x": 3.15, "y": 0.99111580105225 }, { "x": 3.2, "y": 0.99173256892251 }, { "x": 3.25, "y": 0.99230397852655 }, { "x": 3.3, "y": 0.99283354022986 }, { "x": 3.35, "y": 0.9933244805056 }, { "x": 3.4, "y": 0.99377976574292 }, { "x": 3.45, "y": 0.99420212400221 }, { "x": 3.5, "y": 0.99459406489771 }, { "x": 3.55, "y": 0.99495789777189 }, { "x": 3.6, "y": 0.9952957483113 }, { "x": 3.65, "y": 0.99560957374041 }, { "x": 3.7, "y": 0.99590117671792 }, { "x": 3.75, "y": 0.99617221804887 }, { "x": 3.8, "y": 0.99642422831586 }, { "x": 3.85, "y": 0.99665861852378 }, { "x": 3.9, "y": 0.99687668984363 }, { "x": 3.94999999999999, "y": 0.99707964253403 }, { "x": 3.99999999999999, "y": 0.99726858411144 } ] }, { "id": 1075, "curve_id": "E14.4", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Medium water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.51684383007596, "sigma": 0.7716676844693825, "method": "Curve fitting", "mu_sigma_quality": 0.99920581754454674, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.517, σ=0.772, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.134591459E-05 }, { "x": 0.1, "y": 0.00361301160366 }, { "x": 0.15, "y": 0.02458543482848 }, { "x": 0.2, "y": 0.06742971746194 }, { "x": 0.25, "y": 0.12626797262444 }, { "x": 0.3, "y": 0.1923604439038 }, { "x": 0.35, "y": 0.25819710688578 }, { "x": 0.4, "y": 0.31941894592465 }, { "x": 0.45, "y": 0.37451264899529 }, { "x": 0.5, "y": 0.4236434109952 }, { "x": 0.55, "y": 0.46765025258771 }, { "x": 0.6, "y": 0.50746769132094 }, { "x": 0.65, "y": 0.54388286100765 }, { "x": 0.7, "y": 0.5774796238173 }, { "x": 0.75, "y": 0.60866303869704 }, { "x": 0.8, "y": 0.63770651000223 }, { "x": 0.85, "y": 0.66479646838177 }, { "x": 0.9, "y": 0.69006658201133 }, { "x": 0.95, "y": 0.71362104844472 }, { "x": 1, "y": 0.7355491185474 }, { "x": 1.05, "y": 0.75593340803323 }, { "x": 1.1, "y": 0.77485415594304 }, { "x": 1.15, "y": 0.79239101651909 }, { "x": 1.2, "y": 0.80862345799619 }, { "x": 1.25, "y": 0.82363045199727 }, { "x": 1.3, "y": 0.83748986567461 }, { "x": 1.35, "y": 0.85027779023311 }, { "x": 1.4, "y": 0.86206792741033 }, { "x": 1.45, "y": 0.87293108814933 }, { "x": 1.5, "y": 0.88293481920438 }, { "x": 1.55, "y": 0.89214315287065 }, { "x": 1.6, "y": 0.90061646525989 }, { "x": 1.65, "y": 0.90841142499245 }, { "x": 1.7, "y": 0.91558101401921 }, { "x": 1.75, "y": 0.92217460382788 }, { "x": 1.8, "y": 0.92823807254023 }, { "x": 1.85, "y": 0.93381395082095 }, { "x": 1.9, "y": 0.93894158680987 }, { "x": 1.95, "y": 0.94365732232647 }, { "x": 2, "y": 0.94799467433486 }, { "x": 2.05, "y": 0.9519845171022 }, { "x": 2.1, "y": 0.95565526165859 }, { "x": 2.15, "y": 0.95903303010778 }, { "x": 2.2, "y": 0.9621418230814 }, { "x": 2.25, "y": 0.96500367920879 }, { "x": 2.3, "y": 0.96763882592148 }, { "x": 2.35, "y": 0.97006582125097 }, { "x": 2.4, "y": 0.97230168653309 }, { "x": 2.45, "y": 0.97436203011955 }, { "x": 2.5, "y": 0.9762611623321 }, { "x": 2.55, "y": 0.97801220198866 }, { "x": 2.6, "y": 0.97962717489307 }, { "x": 2.65, "y": 0.98111710471842 }, { "x": 2.7, "y": 0.98249209673389 }, { "x": 2.75, "y": 0.98376141483148 }, { "x": 2.8, "y": 0.98493355230542 }, { "x": 2.85, "y": 0.98601629682603 }, { "x": 2.9, "y": 0.98701679003415 }, { "x": 2.95, "y": 0.98794158216278 }, { "x": 3, "y": 0.98879668207126 }, { "x": 3.05, "y": 0.98958760305483 }, { "x": 3.1, "y": 0.99031940476928 }, { "x": 3.15, "y": 0.99099673158773 }, { "x": 3.2, "y": 0.99162384768414 }, { "x": 3.25, "y": 0.99220466911653 }, { "x": 3.3, "y": 0.99274279316222 }, { "x": 3.35, "y": 0.99324152513793 }, { "x": 3.4, "y": 0.993703902919 }, { "x": 3.45, "y": 0.99413271935471 }, { "x": 3.5, "y": 0.99453054276059 }, { "x": 3.55, "y": 0.99489973565356 }, { "x": 3.6, "y": 0.99524247188178 }, { "x": 3.65, "y": 0.99556075228836 }, { "x": 3.7, "y": 0.99585641903609 }, { "x": 3.75, "y": 0.99613116870938 }, { "x": 3.8, "y": 0.99638656429988 }, { "x": 3.85, "y": 0.99662404617251 }, { "x": 3.9, "y": 0.99684494210078 }, { "x": 3.94999999999999, "y": 0.99705047645203 }, { "x": 3.99999999999999, "y": 0.99724177859646 } ] }, { "id": 1076, "curve_id": "E14.5", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Large water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.20326515122521, "sigma": 0.621464035058817, "method": "Curve fitting", "mu_sigma_quality": 0.999532558863729, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.203, σ=0.621, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.35213E-09 }, { "x": 0.1, "y": 1.054694053E-05 }, { "x": 0.15, "y": 0.00041842865306 }, { "x": 0.2, "y": 0.00339354931095 }, { "x": 0.25, "y": 0.01300297299272 }, { "x": 0.3, "y": 0.03277906917945 }, { "x": 0.35, "y": 0.06381704683129 }, { "x": 0.4, "y": 0.10478982523723 }, { "x": 0.45, "y": 0.15299002009354 }, { "x": 0.5, "y": 0.20538932025499 }, { "x": 0.55, "y": 0.25930666005196 }, { "x": 0.6, "y": 0.31268656800077 }, { "x": 0.65, "y": 0.36412425187086 }, { "x": 0.7, "y": 0.41276811871642 }, { "x": 0.75, "y": 0.45818512691602 }, { "x": 0.8, "y": 0.50023305450987 }, { "x": 0.85, "y": 0.5389568975571 }, { "x": 0.9, "y": 0.57451227567227 }, { "x": 0.95, "y": 0.60711246223924 }, { "x": 1, "y": 0.63699378483473 }, { "x": 1.05, "y": 0.66439430680733 }, { "x": 1.1, "y": 0.68954161424748 }, { "x": 1.15, "y": 0.71264657188066 }, { "x": 1.2, "y": 0.73390082303896 }, { "x": 1.25, "y": 0.7534765211697 }, { "x": 1.3, "y": 0.77152730081231 }, { "x": 1.35, "y": 0.78818985949251 }, { "x": 1.4, "y": 0.80358576735668 }, { "x": 1.45, "y": 0.81782328227399 }, { "x": 1.5, "y": 0.83099905077263 }, { "x": 1.55, "y": 0.84319963871435 }, { "x": 1.6, "y": 0.85450287351673 }, { "x": 1.65, "y": 0.86497900120313 }, { "x": 1.7, "y": 0.87469167273997 }, { "x": 1.75, "y": 0.88369877903622 }, { "x": 1.8, "y": 0.89205315522272 }, { "x": 1.85, "y": 0.899803174037 }, { "x": 1.9, "y": 0.90699324632557 }, { "x": 1.95, "y": 0.91366424444753 }, { "x": 2, "y": 0.91985386207386 }, { "x": 2.05, "y": 0.92559692171429 }, { "x": 2.1, "y": 0.93092563936287 }, { "x": 2.15, "y": 0.93586985396514 }, { "x": 2.2, "y": 0.94045722797627 }, { "x": 2.25, "y": 0.94471342408172 }, { "x": 2.3, "y": 0.94866226216484 }, { "x": 2.35, "y": 0.9523258598 }, { "x": 2.4, "y": 0.95572475889847 }, { "x": 2.45, "y": 0.958878040611 }, { "x": 2.5, "y": 0.96180343017312 }, { "x": 2.55, "y": 0.96451739304765 }, { "x": 2.6, "y": 0.96703522345661 }, { "x": 2.65, "y": 0.96937112618808 }, { "x": 2.7, "y": 0.97153829240149 }, { "x": 2.75, "y": 0.97354897002775 }, { "x": 2.8, "y": 0.97541452926111 }, { "x": 2.85, "y": 0.97714552356202 }, { "x": 2.9, "y": 0.97875174652944 }, { "x": 2.95, "y": 0.98024228495297 }, { "x": 3, "y": 0.98162556831793 }, { "x": 3.05, "y": 0.98290941500609 }, { "x": 3.1, "y": 0.98410107541124 }, { "x": 3.15, "y": 0.98520727216879 }, { "x": 3.2, "y": 0.98623423768294 }, { "x": 3.25, "y": 0.98718774912116 }, { "x": 3.3, "y": 0.98807316103444 }, { "x": 3.35, "y": 0.98889543575137 }, { "x": 3.4, "y": 0.98965917168572 }, { "x": 3.45, "y": 0.99036862968842 }, { "x": 3.5, "y": 0.99102775756804 }, { "x": 3.55, "y": 0.99164021289658 }, { "x": 3.6, "y": 0.99220938421113 }, { "x": 3.65, "y": 0.99273841071561 }, { "x": 3.7, "y": 0.99323020058116 }, { "x": 3.75, "y": 0.99368744793819 }, { "x": 3.8, "y": 0.99411264864744 }, { "x": 3.85, "y": 0.9945081149329 }, { "x": 3.9, "y": 0.99487598895396 }, { "x": 3.94999999999999, "y": 0.99521825538985 }, { "x": 3.99999999999999, "y": 0.99553675310486 } ] }, { "id": 1077, "curve_id": "E14.6", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Large water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.396311352373084, "sigma": 0.80712701182832447, "method": "Curve fitting", "mu_sigma_quality": 0.99747923059312282, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.396, σ=0.807, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 8.67204961E-06 }, { "x": 0.1, "y": 0.00222646144082 }, { "x": 0.15, "y": 0.01901504063639 }, { "x": 0.2, "y": 0.05855646205508 }, { "x": 0.25, "y": 0.11510651104376 }, { "x": 0.3, "y": 0.17782229991102 }, { "x": 0.35, "y": 0.2382280965156 }, { "x": 0.4, "y": 0.29229104664156 }, { "x": 0.45, "y": 0.33935715560154 }, { "x": 0.5, "y": 0.3804499232337 }, { "x": 0.55, "y": 0.41704695065603 }, { "x": 0.6, "y": 0.45046728373326 }, { "x": 0.65, "y": 0.48167148384143 }, { "x": 0.7, "y": 0.51126812202824 }, { "x": 0.75, "y": 0.53959495640567 }, { "x": 0.8, "y": 0.56680918602574 }, { "x": 0.85, "y": 0.59296143985504 }, { "x": 0.9, "y": 0.61804811745724 }, { "x": 0.95, "y": 0.64204476182658 }, { "x": 1, "y": 0.66492533763502 }, { "x": 1.05, "y": 0.68667202973345 }, { "x": 1.1, "y": 0.70727914948839 }, { "x": 1.15, "y": 0.7267536606564 }, { "x": 1.2, "y": 0.74511396003985 }, { "x": 1.25, "y": 0.76238791301394 }, { "x": 1.3, "y": 0.77861071619934 }, { "x": 1.35, "y": 0.79382288707322 }, { "x": 1.4, "y": 0.80806851545889 }, { "x": 1.45, "y": 0.82139381760086 }, { "x": 1.5, "y": 0.83384598359903 }, { "x": 1.55, "y": 0.84547228564869 }, { "x": 1.6, "y": 0.85631940641346 }, { "x": 1.65, "y": 0.86643294686965 }, { "x": 1.7, "y": 0.87585707687568 }, { "x": 1.75, "y": 0.88463429711838 }, { "x": 1.8, "y": 0.89280528666774 }, { "x": 1.85, "y": 0.90040881549251 }, { "x": 1.9, "y": 0.90748170569407 }, { "x": 1.95, "y": 0.91405882885293 }, { "x": 2, "y": 0.92017312980264 }, { "x": 2.05, "y": 0.92585566944543 }, { "x": 2.1, "y": 0.93113568100776 }, { "x": 2.15, "y": 0.93604063550407 }, { "x": 2.2, "y": 0.94059631322064 }, { "x": 2.25, "y": 0.94482687882294 }, { "x": 2.3, "y": 0.94875495828808 }, { "x": 2.35, "y": 0.95240171631569 }, { "x": 2.4, "y": 0.955786933212 }, { "x": 2.45, "y": 0.95892908050066 }, { "x": 2.5, "y": 0.96184539471043 }, { "x": 2.55, "y": 0.96455194894055 }, { "x": 2.6, "y": 0.96706372191988 }, { "x": 2.65, "y": 0.96939466436563 }, { "x": 2.7, "y": 0.97155776251712 }, { "x": 2.75, "y": 0.9735650987743 }, { "x": 2.8, "y": 0.97542790941395 }, { "x": 2.85, "y": 0.97715663938978 }, { "x": 2.9, "y": 0.9787609942497 }, { "x": 2.95, "y": 0.98024998922389 }, { "x": 3, "y": 0.98163199555392 }, { "x": 3.05, "y": 0.98291478414523 }, { "x": 3.1, "y": 0.98410556663502 }, { "x": 3.15, "y": 0.98521103397416 }, { "x": 3.2, "y": 0.98623739262633 }, { "x": 3.25, "y": 0.98719039849076 }, { "x": 3.3, "y": 0.98807538865614 }, { "x": 3.35, "y": 0.98889731109357 }, { "x": 3.4, "y": 0.98966075239566 }, { "x": 3.45, "y": 0.99036996366708 }, { "x": 3.5, "y": 0.99102888466999 }, { "x": 3.55, "y": 0.99164116632443 }, { "x": 3.6, "y": 0.99221019166101 }, { "x": 3.65, "y": 0.99273909531943 }, { "x": 3.7, "y": 0.99323078168281 }, { "x": 3.75, "y": 0.99368794173361 }, { "x": 3.8, "y": 0.99411306871333 }, { "x": 3.85, "y": 0.99450847266389 }, { "x": 3.9, "y": 0.99487629392455 }, { "x": 3.94999999999999, "y": 0.9952185156545 }, { "x": 3.99999999999999, "y": 0.99553697544709 } ] }, { "id": 1078, "curve_id": "E15.1", "sector": "Water", "ci_type": "Water well", "ci_desc": "Wells", "ci_detail": "Anchored", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.498215606067906, "sigma": 0.91338883786467318, "method": "Curve fitting", "mu_sigma_quality": 0.999741349038834, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.498, σ=0.913, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0039791450852 }, { "x": 0.1, "y": 0.02333782145148 }, { "x": 0.15, "y": 0.05809355022555 }, { "x": 0.2, "y": 0.10424993465758 }, { "x": 0.25, "y": 0.1567269452489 }, { "x": 0.3, "y": 0.21147499943518 }, { "x": 0.35, "y": 0.26581592208378 }, { "x": 0.4, "y": 0.31814941256026 }, { "x": 0.45, "y": 0.36760435189181 }, { "x": 0.5, "y": 0.41377336091268 }, { "x": 0.55, "y": 0.45653399384385 }, { "x": 0.6, "y": 0.49593360591812 }, { "x": 0.65, "y": 0.53211657163391 }, { "x": 0.7, "y": 0.56527870374957 }, { "x": 0.75, "y": 0.5956389524797 }, { "x": 0.8, "y": 0.6234220657234 }, { "x": 0.85, "y": 0.64884821137552 }, { "x": 0.9, "y": 0.67212702509574 }, { "x": 0.95, "y": 0.69345446525858 }, { "x": 1, "y": 0.71301143620303 }, { "x": 1.05, "y": 0.730963509392 }, { "x": 1.1, "y": 0.74746130856211 }, { "x": 1.15, "y": 0.76264127799561 }, { "x": 1.2, "y": 0.77662665283421 }, { "x": 1.25, "y": 0.78952851577889 }, { "x": 1.3, "y": 0.80144686756144 }, { "x": 1.35, "y": 0.81247166691354 }, { "x": 1.4, "y": 0.82268381437668 }, { "x": 1.45, "y": 0.8321560664507 }, { "x": 1.5, "y": 0.84095387442222 }, { "x": 1.55, "y": 0.84913614717929 }, { "x": 1.6, "y": 0.85675594036352 }, { "x": 1.65, "y": 0.86386107598075 }, { "x": 1.7, "y": 0.87049469752085 }, { "x": 1.75, "y": 0.8766957660207 }, { "x": 1.8, "y": 0.88249950253935 }, { "x": 1.85, "y": 0.88793778233569 }, { "x": 1.9, "y": 0.89303948573499 }, { "x": 1.95, "y": 0.89783081030147 }, { "x": 2, "y": 0.90233554853805 }, { "x": 2.05, "y": 0.90657533493688 }, { "x": 2.1, "y": 0.91056986581998 }, { "x": 2.15, "y": 0.91433709504765 }, { "x": 2.2, "y": 0.91789340833809 }, { "x": 2.25, "y": 0.92125377863579 }, { "x": 2.3, "y": 0.92443190469075 }, { "x": 2.35, "y": 0.9274403347619 }, { "x": 2.4, "y": 0.9302905771369 }, { "x": 2.45, "y": 0.93299319896323 }, { "x": 2.5, "y": 0.93555791471092 }, { "x": 2.55, "y": 0.93799366543215 }, { "x": 2.6, "y": 0.94030868984695 }, { "x": 2.65, "y": 0.94251058816339 }, { "x": 2.7, "y": 0.94460637943466 }, { "x": 2.75, "y": 0.94660255316199 }, { "x": 2.8, "y": 0.94850511577008 }, { "x": 2.85, "y": 0.95031963250925 }, { "x": 2.9, "y": 0.9520512652749 }, { "x": 2.95, "y": 0.95370480677878 }, { "x": 3, "y": 0.95528471145697 }, { "x": 3.05, "y": 0.95679512345623 }, { "x": 3.1, "y": 0.95823990200195 }, { "x": 3.15, "y": 0.95962264441694 }, { "x": 3.2, "y": 0.96094670703079 }, { "x": 3.25, "y": 0.96221522419296 }, { "x": 3.3, "y": 0.9634311255795 }, { "x": 3.35, "y": 0.96459715196289 }, { "x": 3.4, "y": 0.96571586959608 }, { "x": 3.45, "y": 0.96678968334588 }, { "x": 3.5, "y": 0.96782084869634 }, { "x": 3.55, "y": 0.96881148273036 }, { "x": 3.6, "y": 0.9697635741863 }, { "x": 3.65, "y": 0.97067899267635 }, { "x": 3.7, "y": 0.97155949714479 }, { "x": 3.75, "y": 0.97240674363602 }, { "x": 3.8, "y": 0.97322229243539 }, { "x": 3.85, "y": 0.97400761463953 }, { "x": 3.9, "y": 0.97476409820731 }, { "x": 3.94999999999999, "y": 0.97549305353732 }, { "x": 3.99999999999999, "y": 0.97619571861368 } ] }, { "id": 1079, "curve_id": "E16.1", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Abestos cement, cast iron, concrete pipelines and prestressed concrete cylinder pipes", "source_type": "Technical Manual", "source_abbrev": "O'Rourke and Ayala (1993)", "source_detail": "O’Rourke, M. and Ayala, G.: Pipeline damage due to wave propagation, Journal of Geotechnical Engineering, 119, 1490–1498, https://doi.org/10.1061/(ASCE)0733-9410(1993)119:9(1490), 1993.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 4.0086478891298372, "sigma": 0.36428438839023031, "method": "Curve fitting", "mu_sigma_quality": 0.971290524863019, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.009, σ=0.364, R²=0.971; Mu/sigma can be used for reconstruction (quality: 0.971); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Mexico", "hazard_type": "Earthquake", "num_points": 80, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.0001 }, { "x": 2, "y": 0.000475682846 }, { "x": 3, "y": 0.00118446661166 }, { "x": 4, "y": 0.0022627416998 }, { "x": 5, "y": 0.00373837195305 }, { "x": 6, "y": 0.00563430448826 }, { "x": 7, "y": 0.00797022515232 }, { "x": 8, "y": 0.01076347411525 }, { "x": 9, "y": 0.01402961154131 }, { "x": 10, "y": 0.01778279410039 }, { "x": 11, "y": 0.02203603947074 }, { "x": 12, "y": 0.02680141994214 }, { "x": 13, "y": 0.03209020878376 }, { "x": 14, "y": 0.03791299383725 }, { "x": 15, "y": 0.04427976760347 }, { "x": 16, "y": 0.0512 }, { "x": 17, "y": 0.05868269804271 }, { "x": 18, "y": 0.06673645546259 }, { "x": 19, "y": 0.07536949444047 }, { "x": 20, "y": 0.08458970107525 }, { "x": 21, "y": 0.09440465580313 }, { "x": 22, "y": 0.10482165970033 }, { "x": 23, "y": 0.11584775739372 }, { "x": 24, "y": 0.12748975714948 }, { "x": 25, "y": 0.13975424859374 }, { "x": 26, "y": 0.15264761843028 }, { "x": 27, "y": 0.166176064452 }, { "x": 28, "y": 0.18034560808923 }, { "x": 29, "y": 0.19516210569562 }, { "x": 30, "y": 0.21063125873886 }, { "x": 31, "y": 0.22675862303615 }, { "x": 32, "y": 0.24354961715256 }, { "x": 33, "y": 0.26100953006251 }, { "x": 34, "y": 0.2791435281598 }, { "x": 35, "y": 0.29795666168948 }, { "x": 36, "y": 0.3174538706647 }, { "x": 37, "y": 0.33763999032322 }, { "x": 38, "y": 0.35851975617105 }, { "x": 39, "y": 0.38009780865473 }, { "x": 40, "y": 0.40237869749854 }, { "x": 41, "y": 0.42536688573856 }, { "x": 42, "y": 0.44906675348185 }, { "x": 43, "y": 0.47348260141553 }, { "x": 44, "y": 0.49861865408811 }, { "x": 45, "y": 0.52447906298255 }, { "x": 46, "y": 0.55106790939887 }, { "x": 47, "y": 0.57838920716192 }, { "x": 48, "y": 0.60644690516851 }, { "x": 49, "y": 0.63524488978661 }, { "x": 50, "y": 0.66478698711812 }, { "x": 51, "y": 0.69507696513556 }, { "x": 52, "y": 0.72611853570203 }, { "x": 53, "y": 0.75791535648303 }, { "x": 54, "y": 0.79047103275789 }, { "x": 55, "y": 0.82378911913778 }, { "x": 56, "y": 0.85787312119682 }, { "x": 57, "y": 0.8927264970222 }, { "x": 58, "y": 0.92835265868859 }, { "x": 59, "y": 0.96475497366191 }, { "x": 60, "y": 1.00193676613694 }, { "x": 61, "y": 1.03990131831297 }, { "x": 62, "y": 1.07865187161124 }, { "x": 63, "y": 1.11819162783799 }, { "x": 64, "y": 1.15852375029603 }, { "x": 65, "y": 1.19965136484822 }, { "x": 66, "y": 1.24157756093539 }, { "x": 67, "y": 1.2843053925515 }, { "x": 68, "y": 1.32783787917837 }, { "x": 69, "y": 1.37217800668226 }, { "x": 70, "y": 1.41732872817434 }, { "x": 71, "y": 1.46329296483711 }, { "x": 72, "y": 1.51007360671845 }, { "x": 73, "y": 1.55767351349514 }, { "x": 74, "y": 1.60609551520728 }, { "x": 75, "y": 1.65534241296527 }, { "x": 76, "y": 1.70541697963059 }, { "x": 77, "y": 1.75632196047175 }, { "x": 78, "y": 1.80806007379659 }, { "x": 79, "y": 1.86063401156216 } ] }, { "id": 1080, "curve_id": "E16.10", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Welded steel, lap-arc welded join type, corrosive soil, 4 to 12 inches in diameter, without seismic design", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 6.1019426254559876, "sigma": 1.7947083288490053, "method": "Curve fitting", "mu_sigma_quality": 0.99722909096218348, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=6.102, σ=1.795, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.00217387941732 }, { "x": 2, "y": 0.00434775883465 }, { "x": 3, "y": 0.00652163825197 }, { "x": 4, "y": 0.00869551766929 }, { "x": 5, "y": 0.01086939708661 }, { "x": 6, "y": 0.01304327650394 }, { "x": 7, "y": 0.01521715592126 }, { "x": 8, "y": 0.01739103533858 }, { "x": 9, "y": 0.01956491475591 }, { "x": 10, "y": 0.02173879417323 }, { "x": 11, "y": 0.02391267359055 }, { "x": 12, "y": 0.02608655300787 }, { "x": 13, "y": 0.0282604324252 }, { "x": 14, "y": 0.03043431184252 }, { "x": 15, "y": 0.03260819125984 }, { "x": 16, "y": 0.03478207067717 }, { "x": 17, "y": 0.03695595009449 }, { "x": 18, "y": 0.03912982951181 }, { "x": 19, "y": 0.04130370892913 }, { "x": 20, "y": 0.04347758834646 }, { "x": 21, "y": 0.04565146776378 }, { "x": 22, "y": 0.0478253471811 }, { "x": 23, "y": 0.04999922659843 }, { "x": 24, "y": 0.05217310601575 }, { "x": 25, "y": 0.05434698543307 }, { "x": 26, "y": 0.05652086485039 }, { "x": 27, "y": 0.05869474426772 }, { "x": 28, "y": 0.06086862368504 }, { "x": 29, "y": 0.06304250310236 }, { "x": 30, "y": 0.06521638251969 }, { "x": 31, "y": 0.06739026193701 }, { "x": 32, "y": 0.06956414135433 }, { "x": 33, "y": 0.07173802077165 }, { "x": 34, "y": 0.07391190018898 }, { "x": 35, "y": 0.0760857796063 }, { "x": 36, "y": 0.07825965902362 }, { "x": 37, "y": 0.08043353844094 }, { "x": 38, "y": 0.08260741785827 }, { "x": 39, "y": 0.08478129727559 }, { "x": 40, "y": 0.08695517669291 }, { "x": 41, "y": 0.08912905611024 }, { "x": 42, "y": 0.09130293552756 }, { "x": 43, "y": 0.09347681494488 }, { "x": 44, "y": 0.0956506943622 }, { "x": 45, "y": 0.09782457377953 }, { "x": 46, "y": 0.09999845319685 }, { "x": 47, "y": 0.10217233261417 }, { "x": 48, "y": 0.1043462120315 }, { "x": 49, "y": 0.10652009144882 }, { "x": 50, "y": 0.10869397086614 }, { "x": 51, "y": 0.11086785028346 }, { "x": 52, "y": 0.11304172970079 }, { "x": 53, "y": 0.11521560911811 }, { "x": 54, "y": 0.11738948853543 }, { "x": 55, "y": 0.11956336795276 }, { "x": 56, "y": 0.12173724737008 }, { "x": 57, "y": 0.1239111267874 }, { "x": 58, "y": 0.12608500620472 }, { "x": 59, "y": 0.12825888562205 }, { "x": 60, "y": 0.13043276503937 }, { "x": 61, "y": 0.13260664445669 }, { "x": 62, "y": 0.13478052387402 }, { "x": 63, "y": 0.13695440329134 }, { "x": 64, "y": 0.13912828270866 }, { "x": 65, "y": 0.14130216212598 }, { "x": 66, "y": 0.14347604154331 }, { "x": 67, "y": 0.14564992096063 }, { "x": 68, "y": 0.14782380037795 }, { "x": 69, "y": 0.14999767979528 }, { "x": 70, "y": 0.1521715592126 }, { "x": 71, "y": 0.15434543862992 }, { "x": 72, "y": 0.15651931804724 }, { "x": 73, "y": 0.15869319746457 }, { "x": 74, "y": 0.16086707688189 }, { "x": 75, "y": 0.16304095629921 }, { "x": 76, "y": 0.16521483571654 }, { "x": 77, "y": 0.16738871513386 }, { "x": 78, "y": 0.16956259455118 }, { "x": 79, "y": 0.1717364739685 }, { "x": 80, "y": 0.17391035338583 } ] }, { "id": 1081, "curve_id": "E16.11", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Welded steel, lap-arc welded join type, non-corrosive soil, 4 to 12 inches in diameter, without seismic design", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 7.9602555926897285, "sigma": 2.2626063381231725, "method": "Curve fitting", "mu_sigma_quality": 0.99871972790337571, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=7.960, σ=2.263, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.00072462647244 }, { "x": 2, "y": 0.00144925294488 }, { "x": 3, "y": 0.00217387941732 }, { "x": 4, "y": 0.00289850588976 }, { "x": 5, "y": 0.0036231323622 }, { "x": 6, "y": 0.00434775883465 }, { "x": 7, "y": 0.00507238530709 }, { "x": 8, "y": 0.00579701177953 }, { "x": 9, "y": 0.00652163825197 }, { "x": 10, "y": 0.00724626472441 }, { "x": 11, "y": 0.00797089119685 }, { "x": 12, "y": 0.00869551766929 }, { "x": 13, "y": 0.00942014414173 }, { "x": 14, "y": 0.01014477061417 }, { "x": 15, "y": 0.01086939708661 }, { "x": 16, "y": 0.01159402355906 }, { "x": 17, "y": 0.0123186500315 }, { "x": 18, "y": 0.01304327650394 }, { "x": 19, "y": 0.01376790297638 }, { "x": 20, "y": 0.01449252944882 }, { "x": 21, "y": 0.01521715592126 }, { "x": 22, "y": 0.0159417823937 }, { "x": 23, "y": 0.01666640886614 }, { "x": 24, "y": 0.01739103533858 }, { "x": 25, "y": 0.01811566181102 }, { "x": 26, "y": 0.01884028828346 }, { "x": 27, "y": 0.01956491475591 }, { "x": 28, "y": 0.02028954122835 }, { "x": 29, "y": 0.02101416770079 }, { "x": 30, "y": 0.02173879417323 }, { "x": 31, "y": 0.02246342064567 }, { "x": 32, "y": 0.02318804711811 }, { "x": 33, "y": 0.02391267359055 }, { "x": 34, "y": 0.02463730006299 }, { "x": 35, "y": 0.02536192653543 }, { "x": 36, "y": 0.02608655300787 }, { "x": 37, "y": 0.02681117948031 }, { "x": 38, "y": 0.02753580595276 }, { "x": 39, "y": 0.0282604324252 }, { "x": 40, "y": 0.02898505889764 }, { "x": 41, "y": 0.02970968537008 }, { "x": 42, "y": 0.03043431184252 }, { "x": 43, "y": 0.03115893831496 }, { "x": 44, "y": 0.0318835647874 }, { "x": 45, "y": 0.03260819125984 }, { "x": 46, "y": 0.03333281773228 }, { "x": 47, "y": 0.03405744420472 }, { "x": 48, "y": 0.03478207067717 }, { "x": 49, "y": 0.03550669714961 }, { "x": 50, "y": 0.03623132362205 }, { "x": 51, "y": 0.03695595009449 }, { "x": 52, "y": 0.03768057656693 }, { "x": 53, "y": 0.03840520303937 }, { "x": 54, "y": 0.03912982951181 }, { "x": 55, "y": 0.03985445598425 }, { "x": 56, "y": 0.04057908245669 }, { "x": 57, "y": 0.04130370892913 }, { "x": 58, "y": 0.04202833540157 }, { "x": 59, "y": 0.04275296187402 }, { "x": 60, "y": 0.04347758834646 }, { "x": 61, "y": 0.0442022148189 }, { "x": 62, "y": 0.04492684129134 }, { "x": 63, "y": 0.04565146776378 }, { "x": 64, "y": 0.04637609423622 }, { "x": 65, "y": 0.04710072070866 }, { "x": 66, "y": 0.0478253471811 }, { "x": 67, "y": 0.04854997365354 }, { "x": 68, "y": 0.04927460012598 }, { "x": 69, "y": 0.04999922659843 }, { "x": 70, "y": 0.05072385307087 }, { "x": 71, "y": 0.05144847954331 }, { "x": 72, "y": 0.05217310601575 }, { "x": 73, "y": 0.05289773248819 }, { "x": 74, "y": 0.05362235896063 }, { "x": 75, "y": 0.05434698543307 }, { "x": 76, "y": 0.05507161190551 }, { "x": 77, "y": 0.05579623837795 }, { "x": 78, "y": 0.05652086485039 }, { "x": 79, "y": 0.05724549132283 }, { "x": 80, "y": 0.05797011779528 } ] }, { "id": 1082, "curve_id": "E16.12", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Welded steel, lap-arc welded join type, 16 inches in diameter and larger, without seismic design", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 9.1778975532448541, "sigma": 2.5205883850174398, "method": "Curve fitting", "mu_sigma_quality": 0.99911747009535357, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=9.178, σ=2.521, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.00036231323622 }, { "x": 2, "y": 0.00072462647244 }, { "x": 3, "y": 0.00108693970866 }, { "x": 4, "y": 0.00144925294488 }, { "x": 5, "y": 0.0018115661811 }, { "x": 6, "y": 0.00217387941732 }, { "x": 7, "y": 0.00253619265354 }, { "x": 8, "y": 0.00289850588976 }, { "x": 9, "y": 0.00326081912598 }, { "x": 10, "y": 0.0036231323622 }, { "x": 11, "y": 0.00398544559843 }, { "x": 12, "y": 0.00434775883465 }, { "x": 13, "y": 0.00471007207087 }, { "x": 14, "y": 0.00507238530709 }, { "x": 15, "y": 0.00543469854331 }, { "x": 16, "y": 0.00579701177953 }, { "x": 17, "y": 0.00615932501575 }, { "x": 18, "y": 0.00652163825197 }, { "x": 19, "y": 0.00688395148819 }, { "x": 20, "y": 0.00724626472441 }, { "x": 21, "y": 0.00760857796063 }, { "x": 22, "y": 0.00797089119685 }, { "x": 23, "y": 0.00833320443307 }, { "x": 24, "y": 0.00869551766929 }, { "x": 25, "y": 0.00905783090551 }, { "x": 26, "y": 0.00942014414173 }, { "x": 27, "y": 0.00978245737795 }, { "x": 28, "y": 0.01014477061417 }, { "x": 29, "y": 0.01050708385039 }, { "x": 30, "y": 0.01086939708661 }, { "x": 31, "y": 0.01123171032283 }, { "x": 32, "y": 0.01159402355906 }, { "x": 33, "y": 0.01195633679528 }, { "x": 34, "y": 0.0123186500315 }, { "x": 35, "y": 0.01268096326772 }, { "x": 36, "y": 0.01304327650394 }, { "x": 37, "y": 0.01340558974016 }, { "x": 38, "y": 0.01376790297638 }, { "x": 39, "y": 0.0141302162126 }, { "x": 40, "y": 0.01449252944882 }, { "x": 41, "y": 0.01485484268504 }, { "x": 42, "y": 0.01521715592126 }, { "x": 43, "y": 0.01557946915748 }, { "x": 44, "y": 0.0159417823937 }, { "x": 45, "y": 0.01630409562992 }, { "x": 46, "y": 0.01666640886614 }, { "x": 47, "y": 0.01702872210236 }, { "x": 48, "y": 0.01739103533858 }, { "x": 49, "y": 0.0177533485748 }, { "x": 50, "y": 0.01811566181102 }, { "x": 51, "y": 0.01847797504724 }, { "x": 52, "y": 0.01884028828346 }, { "x": 53, "y": 0.01920260151969 }, { "x": 54, "y": 0.01956491475591 }, { "x": 55, "y": 0.01992722799213 }, { "x": 56, "y": 0.02028954122835 }, { "x": 57, "y": 0.02065185446457 }, { "x": 58, "y": 0.02101416770079 }, { "x": 59, "y": 0.02137648093701 }, { "x": 60, "y": 0.02173879417323 }, { "x": 61, "y": 0.02210110740945 }, { "x": 62, "y": 0.02246342064567 }, { "x": 63, "y": 0.02282573388189 }, { "x": 64, "y": 0.02318804711811 }, { "x": 65, "y": 0.02355036035433 }, { "x": 66, "y": 0.02391267359055 }, { "x": 67, "y": 0.02427498682677 }, { "x": 68, "y": 0.02463730006299 }, { "x": 69, "y": 0.02499961329921 }, { "x": 70, "y": 0.02536192653543 }, { "x": 71, "y": 0.02572423977165 }, { "x": 72, "y": 0.02608655300787 }, { "x": 73, "y": 0.02644886624409 }, { "x": 74, "y": 0.02681117948031 }, { "x": 75, "y": 0.02717349271654 }, { "x": 76, "y": 0.02753580595276 }, { "x": 77, "y": 0.02789811918898 }, { "x": 78, "y": 0.0282604324252 }, { "x": 79, "y": 0.02862274566142 }, { "x": 80, "y": 0.02898505889764 } ] }, { "id": 1083, "curve_id": "E16.13", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Welded steel, rubber gasket join type, 4 to 12 inches in diameter, without seismic design", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 6.5168931146457227, "sigma": 1.909794655304571, "method": "Curve fitting", "mu_sigma_quality": 0.997739325196513, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=6.517, σ=1.910, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.00169079510236 }, { "x": 2, "y": 0.00338159020472 }, { "x": 3, "y": 0.00507238530709 }, { "x": 4, "y": 0.00676318040945 }, { "x": 5, "y": 0.00845397551181 }, { "x": 6, "y": 0.01014477061417 }, { "x": 7, "y": 0.01183556571654 }, { "x": 8, "y": 0.0135263608189 }, { "x": 9, "y": 0.01521715592126 }, { "x": 10, "y": 0.01690795102362 }, { "x": 11, "y": 0.01859874612598 }, { "x": 12, "y": 0.02028954122835 }, { "x": 13, "y": 0.02198033633071 }, { "x": 14, "y": 0.02367113143307 }, { "x": 15, "y": 0.02536192653543 }, { "x": 16, "y": 0.0270527216378 }, { "x": 17, "y": 0.02874351674016 }, { "x": 18, "y": 0.03043431184252 }, { "x": 19, "y": 0.03212510694488 }, { "x": 20, "y": 0.03381590204724 }, { "x": 21, "y": 0.03550669714961 }, { "x": 22, "y": 0.03719749225197 }, { "x": 23, "y": 0.03888828735433 }, { "x": 24, "y": 0.04057908245669 }, { "x": 25, "y": 0.04226987755906 }, { "x": 26, "y": 0.04396067266142 }, { "x": 27, "y": 0.04565146776378 }, { "x": 28, "y": 0.04734226286614 }, { "x": 29, "y": 0.0490330579685 }, { "x": 30, "y": 0.05072385307087 }, { "x": 31, "y": 0.05241464817323 }, { "x": 32, "y": 0.05410544327559 }, { "x": 33, "y": 0.05579623837795 }, { "x": 34, "y": 0.05748703348031 }, { "x": 35, "y": 0.05917782858268 }, { "x": 36, "y": 0.06086862368504 }, { "x": 37, "y": 0.0625594187874 }, { "x": 38, "y": 0.06425021388976 }, { "x": 39, "y": 0.06594100899213 }, { "x": 40, "y": 0.06763180409449 }, { "x": 41, "y": 0.06932259919685 }, { "x": 42, "y": 0.07101339429921 }, { "x": 43, "y": 0.07270418940157 }, { "x": 44, "y": 0.07439498450394 }, { "x": 45, "y": 0.0760857796063 }, { "x": 46, "y": 0.07777657470866 }, { "x": 47, "y": 0.07946736981102 }, { "x": 48, "y": 0.08115816491339 }, { "x": 49, "y": 0.08284896001575 }, { "x": 50, "y": 0.08453975511811 }, { "x": 51, "y": 0.08623055022047 }, { "x": 52, "y": 0.08792134532283 }, { "x": 53, "y": 0.0896121404252 }, { "x": 54, "y": 0.09130293552756 }, { "x": 55, "y": 0.09299373062992 }, { "x": 56, "y": 0.09468452573228 }, { "x": 57, "y": 0.09637532083465 }, { "x": 58, "y": 0.09806611593701 }, { "x": 59, "y": 0.09975691103937 }, { "x": 60, "y": 0.10144770614173 }, { "x": 61, "y": 0.10313850124409 }, { "x": 62, "y": 0.10482929634646 }, { "x": 63, "y": 0.10652009144882 }, { "x": 64, "y": 0.10821088655118 }, { "x": 65, "y": 0.10990168165354 }, { "x": 66, "y": 0.11159247675591 }, { "x": 67, "y": 0.11328327185827 }, { "x": 68, "y": 0.11497406696063 }, { "x": 69, "y": 0.11666486206299 }, { "x": 70, "y": 0.11835565716535 }, { "x": 71, "y": 0.12004645226772 }, { "x": 72, "y": 0.12173724737008 }, { "x": 73, "y": 0.12342804247244 }, { "x": 74, "y": 0.1251188375748 }, { "x": 75, "y": 0.12680963267717 }, { "x": 76, "y": 0.12850042777953 }, { "x": 77, "y": 0.13019122288189 }, { "x": 78, "y": 0.13188201798425 }, { "x": 79, "y": 0.13357281308661 }, { "x": 80, "y": 0.13526360818898 } ] }, { "id": 1084, "curve_id": "E16.14", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Welded steel, screwed join type, 4 to 12 inches in diameter, without seismic design", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 5.50956029611409, "sigma": 1.6150423056220671, "method": "Curve fitting", "mu_sigma_quality": 0.99611037882400177, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=5.510, σ=1.615, R²=0.996; Mu/sigma can be used for reconstruction (quality: 0.996); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.00314004804724 }, { "x": 2, "y": 0.00628009609449 }, { "x": 3, "y": 0.00942014414173 }, { "x": 4, "y": 0.01256019218898 }, { "x": 5, "y": 0.01570024023622 }, { "x": 6, "y": 0.01884028828346 }, { "x": 7, "y": 0.02198033633071 }, { "x": 8, "y": 0.02512038437795 }, { "x": 9, "y": 0.0282604324252 }, { "x": 10, "y": 0.03140048047244 }, { "x": 11, "y": 0.03454052851969 }, { "x": 12, "y": 0.03768057656693 }, { "x": 13, "y": 0.04082062461417 }, { "x": 14, "y": 0.04396067266142 }, { "x": 15, "y": 0.04710072070866 }, { "x": 16, "y": 0.05024076875591 }, { "x": 17, "y": 0.05338081680315 }, { "x": 18, "y": 0.05652086485039 }, { "x": 19, "y": 0.05966091289764 }, { "x": 20, "y": 0.06280096094488 }, { "x": 21, "y": 0.06594100899213 }, { "x": 22, "y": 0.06908105703937 }, { "x": 23, "y": 0.07222110508661 }, { "x": 24, "y": 0.07536115313386 }, { "x": 25, "y": 0.0785012011811 }, { "x": 26, "y": 0.08164124922835 }, { "x": 27, "y": 0.08478129727559 }, { "x": 28, "y": 0.08792134532283 }, { "x": 29, "y": 0.09106139337008 }, { "x": 30, "y": 0.09420144141732 }, { "x": 31, "y": 0.09734148946457 }, { "x": 32, "y": 0.10048153751181 }, { "x": 33, "y": 0.10362158555906 }, { "x": 34, "y": 0.1067616336063 }, { "x": 35, "y": 0.10990168165354 }, { "x": 36, "y": 0.11304172970079 }, { "x": 37, "y": 0.11618177774803 }, { "x": 38, "y": 0.11932182579528 }, { "x": 39, "y": 0.12246187384252 }, { "x": 40, "y": 0.12560192188976 }, { "x": 41, "y": 0.12874196993701 }, { "x": 42, "y": 0.13188201798425 }, { "x": 43, "y": 0.1350220660315 }, { "x": 44, "y": 0.13816211407874 }, { "x": 45, "y": 0.14130216212598 }, { "x": 46, "y": 0.14444221017323 }, { "x": 47, "y": 0.14758225822047 }, { "x": 48, "y": 0.15072230626772 }, { "x": 49, "y": 0.15386235431496 }, { "x": 50, "y": 0.1570024023622 }, { "x": 51, "y": 0.16014245040945 }, { "x": 52, "y": 0.16328249845669 }, { "x": 53, "y": 0.16642254650394 }, { "x": 54, "y": 0.16956259455118 }, { "x": 55, "y": 0.17270264259843 }, { "x": 56, "y": 0.17584269064567 }, { "x": 57, "y": 0.17898273869291 }, { "x": 58, "y": 0.18212278674016 }, { "x": 59, "y": 0.1852628347874 }, { "x": 60, "y": 0.18840288283465 }, { "x": 61, "y": 0.19154293088189 }, { "x": 62, "y": 0.19468297892913 }, { "x": 63, "y": 0.19782302697638 }, { "x": 64, "y": 0.20096307502362 }, { "x": 65, "y": 0.20410312307087 }, { "x": 66, "y": 0.20724317111811 }, { "x": 67, "y": 0.21038321916535 }, { "x": 68, "y": 0.2135232672126 }, { "x": 69, "y": 0.21666331525984 }, { "x": 70, "y": 0.21980336330709 }, { "x": 71, "y": 0.22294341135433 }, { "x": 72, "y": 0.22608345940157 }, { "x": 73, "y": 0.22922350744882 }, { "x": 74, "y": 0.23236355549606 }, { "x": 75, "y": 0.23550360354331 }, { "x": 76, "y": 0.23864365159055 }, { "x": 77, "y": 0.2417836996378 }, { "x": 78, "y": 0.24492374768504 }, { "x": 79, "y": 0.24806379573228 }, { "x": 80, "y": 0.25120384377953 } ] }, { "id": 1085, "curve_id": "E16.15", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Welded steel, riveted join type, 4 to 12 inches in diameter, without seismic design", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 5.50956029611409, "sigma": 1.6150423056220671, "method": "Curve fitting", "mu_sigma_quality": 0.99611037882400177, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=5.510, σ=1.615, R²=0.996; Mu/sigma can be used for reconstruction (quality: 0.996); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.00314004804724 }, { "x": 2, "y": 0.00628009609449 }, { "x": 3, "y": 0.00942014414173 }, { "x": 4, "y": 0.01256019218898 }, { "x": 5, "y": 0.01570024023622 }, { "x": 6, "y": 0.01884028828346 }, { "x": 7, "y": 0.02198033633071 }, { "x": 8, "y": 0.02512038437795 }, { "x": 9, "y": 0.0282604324252 }, { "x": 10, "y": 0.03140048047244 }, { "x": 11, "y": 0.03454052851969 }, { "x": 12, "y": 0.03768057656693 }, { "x": 13, "y": 0.04082062461417 }, { "x": 14, "y": 0.04396067266142 }, { "x": 15, "y": 0.04710072070866 }, { "x": 16, "y": 0.05024076875591 }, { "x": 17, "y": 0.05338081680315 }, { "x": 18, "y": 0.05652086485039 }, { "x": 19, "y": 0.05966091289764 }, { "x": 20, "y": 0.06280096094488 }, { "x": 21, "y": 0.06594100899213 }, { "x": 22, "y": 0.06908105703937 }, { "x": 23, "y": 0.07222110508661 }, { "x": 24, "y": 0.07536115313386 }, { "x": 25, "y": 0.0785012011811 }, { "x": 26, "y": 0.08164124922835 }, { "x": 27, "y": 0.08478129727559 }, { "x": 28, "y": 0.08792134532283 }, { "x": 29, "y": 0.09106139337008 }, { "x": 30, "y": 0.09420144141732 }, { "x": 31, "y": 0.09734148946457 }, { "x": 32, "y": 0.10048153751181 }, { "x": 33, "y": 0.10362158555906 }, { "x": 34, "y": 0.1067616336063 }, { "x": 35, "y": 0.10990168165354 }, { "x": 36, "y": 0.11304172970079 }, { "x": 37, "y": 0.11618177774803 }, { "x": 38, "y": 0.11932182579528 }, { "x": 39, "y": 0.12246187384252 }, { "x": 40, "y": 0.12560192188976 }, { "x": 41, "y": 0.12874196993701 }, { "x": 42, "y": 0.13188201798425 }, { "x": 43, "y": 0.1350220660315 }, { "x": 44, "y": 0.13816211407874 }, { "x": 45, "y": 0.14130216212598 }, { "x": 46, "y": 0.14444221017323 }, { "x": 47, "y": 0.14758225822047 }, { "x": 48, "y": 0.15072230626772 }, { "x": 49, "y": 0.15386235431496 }, { "x": 50, "y": 0.1570024023622 }, { "x": 51, "y": 0.16014245040945 }, { "x": 52, "y": 0.16328249845669 }, { "x": 53, "y": 0.16642254650394 }, { "x": 54, "y": 0.16956259455118 }, { "x": 55, "y": 0.17270264259843 }, { "x": 56, "y": 0.17584269064567 }, { "x": 57, "y": 0.17898273869291 }, { "x": 58, "y": 0.18212278674016 }, { "x": 59, "y": 0.1852628347874 }, { "x": 60, "y": 0.18840288283465 }, { "x": 61, "y": 0.19154293088189 }, { "x": 62, "y": 0.19468297892913 }, { "x": 63, "y": 0.19782302697638 }, { "x": 64, "y": 0.20096307502362 }, { "x": 65, "y": 0.20410312307087 }, { "x": 66, "y": 0.20724317111811 }, { "x": 67, "y": 0.21038321916535 }, { "x": 68, "y": 0.2135232672126 }, { "x": 69, "y": 0.21666331525984 }, { "x": 70, "y": 0.21980336330709 }, { "x": 71, "y": 0.22294341135433 }, { "x": 72, "y": 0.22608345940157 }, { "x": 73, "y": 0.22922350744882 }, { "x": 74, "y": 0.23236355549606 }, { "x": 75, "y": 0.23550360354331 }, { "x": 76, "y": 0.23864365159055 }, { "x": 77, "y": 0.2417836996378 }, { "x": 78, "y": 0.24492374768504 }, { "x": 79, "y": 0.24806379573228 }, { "x": 80, "y": 0.25120384377953 } ] }, { "id": 1086, "curve_id": "E16.16", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Abestos cement, rubber gasket join type, 4 to 12 inches in diameter, without seismic design", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 7.0828090010249118, "sigma": 2.05575871555381, "method": "Curve fitting", "mu_sigma_quality": 0.998229908496785, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=7.083, σ=2.056, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.0012077107874 }, { "x": 2, "y": 0.0024154215748 }, { "x": 3, "y": 0.0036231323622 }, { "x": 4, "y": 0.00483084314961 }, { "x": 5, "y": 0.00603855393701 }, { "x": 6, "y": 0.00724626472441 }, { "x": 7, "y": 0.00845397551181 }, { "x": 8, "y": 0.00966168629921 }, { "x": 9, "y": 0.01086939708661 }, { "x": 10, "y": 0.01207710787402 }, { "x": 11, "y": 0.01328481866142 }, { "x": 12, "y": 0.01449252944882 }, { "x": 13, "y": 0.01570024023622 }, { "x": 14, "y": 0.01690795102362 }, { "x": 15, "y": 0.01811566181102 }, { "x": 16, "y": 0.01932337259843 }, { "x": 17, "y": 0.02053108338583 }, { "x": 18, "y": 0.02173879417323 }, { "x": 19, "y": 0.02294650496063 }, { "x": 20, "y": 0.02415421574803 }, { "x": 21, "y": 0.02536192653543 }, { "x": 22, "y": 0.02656963732283 }, { "x": 23, "y": 0.02777734811024 }, { "x": 24, "y": 0.02898505889764 }, { "x": 25, "y": 0.03019276968504 }, { "x": 26, "y": 0.03140048047244 }, { "x": 27, "y": 0.03260819125984 }, { "x": 28, "y": 0.03381590204724 }, { "x": 29, "y": 0.03502361283465 }, { "x": 30, "y": 0.03623132362205 }, { "x": 31, "y": 0.03743903440945 }, { "x": 32, "y": 0.03864674519685 }, { "x": 33, "y": 0.03985445598425 }, { "x": 34, "y": 0.04106216677165 }, { "x": 35, "y": 0.04226987755906 }, { "x": 36, "y": 0.04347758834646 }, { "x": 37, "y": 0.04468529913386 }, { "x": 38, "y": 0.04589300992126 }, { "x": 39, "y": 0.04710072070866 }, { "x": 40, "y": 0.04830843149606 }, { "x": 41, "y": 0.04951614228346 }, { "x": 42, "y": 0.05072385307087 }, { "x": 43, "y": 0.05193156385827 }, { "x": 44, "y": 0.05313927464567 }, { "x": 45, "y": 0.05434698543307 }, { "x": 46, "y": 0.05555469622047 }, { "x": 47, "y": 0.05676240700787 }, { "x": 48, "y": 0.05797011779528 }, { "x": 49, "y": 0.05917782858268 }, { "x": 50, "y": 0.06038553937008 }, { "x": 51, "y": 0.06159325015748 }, { "x": 52, "y": 0.06280096094488 }, { "x": 53, "y": 0.06400867173228 }, { "x": 54, "y": 0.06521638251969 }, { "x": 55, "y": 0.06642409330709 }, { "x": 56, "y": 0.06763180409449 }, { "x": 57, "y": 0.06883951488189 }, { "x": 58, "y": 0.07004722566929 }, { "x": 59, "y": 0.07125493645669 }, { "x": 60, "y": 0.07246264724409 }, { "x": 61, "y": 0.0736703580315 }, { "x": 62, "y": 0.0748780688189 }, { "x": 63, "y": 0.0760857796063 }, { "x": 64, "y": 0.0772934903937 }, { "x": 65, "y": 0.0785012011811 }, { "x": 66, "y": 0.0797089119685 }, { "x": 67, "y": 0.08091662275591 }, { "x": 68, "y": 0.08212433354331 }, { "x": 69, "y": 0.08333204433071 }, { "x": 70, "y": 0.08453975511811 }, { "x": 71, "y": 0.08574746590551 }, { "x": 72, "y": 0.08695517669291 }, { "x": 73, "y": 0.08816288748031 }, { "x": 74, "y": 0.08937059826772 }, { "x": 75, "y": 0.09057830905512 }, { "x": 76, "y": 0.09178601984252 }, { "x": 77, "y": 0.09299373062992 }, { "x": 78, "y": 0.09420144141732 }, { "x": 79, "y": 0.09540915220472 }, { "x": 80, "y": 0.09661686299213 } ] }, { "id": 1087, "curve_id": "E16.17", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Abestos cement, cement joint type, 4 to 12 inches in diameter, without seismic design", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 5.9302657617069094, "sigma": 1.7447026869594922, "method": "Curve fitting", "mu_sigma_quality": 0.99696319829378055, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=5.930, σ=1.745, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.0024154215748 }, { "x": 2, "y": 0.00483084314961 }, { "x": 3, "y": 0.00724626472441 }, { "x": 4, "y": 0.00966168629921 }, { "x": 5, "y": 0.01207710787402 }, { "x": 6, "y": 0.01449252944882 }, { "x": 7, "y": 0.01690795102362 }, { "x": 8, "y": 0.01932337259843 }, { "x": 9, "y": 0.02173879417323 }, { "x": 10, "y": 0.02415421574803 }, { "x": 11, "y": 0.02656963732283 }, { "x": 12, "y": 0.02898505889764 }, { "x": 13, "y": 0.03140048047244 }, { "x": 14, "y": 0.03381590204724 }, { "x": 15, "y": 0.03623132362205 }, { "x": 16, "y": 0.03864674519685 }, { "x": 17, "y": 0.04106216677165 }, { "x": 18, "y": 0.04347758834646 }, { "x": 19, "y": 0.04589300992126 }, { "x": 20, "y": 0.04830843149606 }, { "x": 21, "y": 0.05072385307087 }, { "x": 22, "y": 0.05313927464567 }, { "x": 23, "y": 0.05555469622047 }, { "x": 24, "y": 0.05797011779528 }, { "x": 25, "y": 0.06038553937008 }, { "x": 26, "y": 0.06280096094488 }, { "x": 27, "y": 0.06521638251969 }, { "x": 28, "y": 0.06763180409449 }, { "x": 29, "y": 0.07004722566929 }, { "x": 30, "y": 0.07246264724409 }, { "x": 31, "y": 0.0748780688189 }, { "x": 32, "y": 0.0772934903937 }, { "x": 33, "y": 0.0797089119685 }, { "x": 34, "y": 0.08212433354331 }, { "x": 35, "y": 0.08453975511811 }, { "x": 36, "y": 0.08695517669291 }, { "x": 37, "y": 0.08937059826772 }, { "x": 38, "y": 0.09178601984252 }, { "x": 39, "y": 0.09420144141732 }, { "x": 40, "y": 0.09661686299213 }, { "x": 41, "y": 0.09903228456693 }, { "x": 42, "y": 0.10144770614173 }, { "x": 43, "y": 0.10386312771654 }, { "x": 44, "y": 0.10627854929134 }, { "x": 45, "y": 0.10869397086614 }, { "x": 46, "y": 0.11110939244094 }, { "x": 47, "y": 0.11352481401575 }, { "x": 48, "y": 0.11594023559055 }, { "x": 49, "y": 0.11835565716535 }, { "x": 50, "y": 0.12077107874016 }, { "x": 51, "y": 0.12318650031496 }, { "x": 52, "y": 0.12560192188976 }, { "x": 53, "y": 0.12801734346457 }, { "x": 54, "y": 0.13043276503937 }, { "x": 55, "y": 0.13284818661417 }, { "x": 56, "y": 0.13526360818898 }, { "x": 57, "y": 0.13767902976378 }, { "x": 58, "y": 0.14009445133858 }, { "x": 59, "y": 0.14250987291339 }, { "x": 60, "y": 0.14492529448819 }, { "x": 61, "y": 0.14734071606299 }, { "x": 62, "y": 0.1497561376378 }, { "x": 63, "y": 0.1521715592126 }, { "x": 64, "y": 0.1545869807874 }, { "x": 65, "y": 0.1570024023622 }, { "x": 66, "y": 0.15941782393701 }, { "x": 67, "y": 0.16183324551181 }, { "x": 68, "y": 0.16424866708661 }, { "x": 69, "y": 0.16666408866142 }, { "x": 70, "y": 0.16907951023622 }, { "x": 71, "y": 0.17149493181102 }, { "x": 72, "y": 0.17391035338583 }, { "x": 73, "y": 0.17632577496063 }, { "x": 74, "y": 0.17874119653543 }, { "x": 75, "y": 0.18115661811024 }, { "x": 76, "y": 0.18357203968504 }, { "x": 77, "y": 0.18598746125984 }, { "x": 78, "y": 0.18840288283465 }, { "x": 79, "y": 0.19081830440945 }, { "x": 80, "y": 0.19323372598425 } ] }, { "id": 1088, "curve_id": "E16.18", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Concrete with stl. Cyl., lap-arc welded join type, 16 inches in diameter and larger, without seismic design", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 6.5168931146457227, "sigma": 1.909794655304571, "method": "Curve fitting", "mu_sigma_quality": 0.997739325196513, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=6.517, σ=1.910, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.00169079510236 }, { "x": 2, "y": 0.00338159020472 }, { "x": 3, "y": 0.00507238530709 }, { "x": 4, "y": 0.00676318040945 }, { "x": 5, "y": 0.00845397551181 }, { "x": 6, "y": 0.01014477061417 }, { "x": 7, "y": 0.01183556571654 }, { "x": 8, "y": 0.0135263608189 }, { "x": 9, "y": 0.01521715592126 }, { "x": 10, "y": 0.01690795102362 }, { "x": 11, "y": 0.01859874612598 }, { "x": 12, "y": 0.02028954122835 }, { "x": 13, "y": 0.02198033633071 }, { "x": 14, "y": 0.02367113143307 }, { "x": 15, "y": 0.02536192653543 }, { "x": 16, "y": 0.0270527216378 }, { "x": 17, "y": 0.02874351674016 }, { "x": 18, "y": 0.03043431184252 }, { "x": 19, "y": 0.03212510694488 }, { "x": 20, "y": 0.03381590204724 }, { "x": 21, "y": 0.03550669714961 }, { "x": 22, "y": 0.03719749225197 }, { "x": 23, "y": 0.03888828735433 }, { "x": 24, "y": 0.04057908245669 }, { "x": 25, "y": 0.04226987755906 }, { "x": 26, "y": 0.04396067266142 }, { "x": 27, "y": 0.04565146776378 }, { "x": 28, "y": 0.04734226286614 }, { "x": 29, "y": 0.0490330579685 }, { "x": 30, "y": 0.05072385307087 }, { "x": 31, "y": 0.05241464817323 }, { "x": 32, "y": 0.05410544327559 }, { "x": 33, "y": 0.05579623837795 }, { "x": 34, "y": 0.05748703348031 }, { "x": 35, "y": 0.05917782858268 }, { "x": 36, "y": 0.06086862368504 }, { "x": 37, "y": 0.0625594187874 }, { "x": 38, "y": 0.06425021388976 }, { "x": 39, "y": 0.06594100899213 }, { "x": 40, "y": 0.06763180409449 }, { "x": 41, "y": 0.06932259919685 }, { "x": 42, "y": 0.07101339429921 }, { "x": 43, "y": 0.07270418940157 }, { "x": 44, "y": 0.07439498450394 }, { "x": 45, "y": 0.0760857796063 }, { "x": 46, "y": 0.07777657470866 }, { "x": 47, "y": 0.07946736981102 }, { "x": 48, "y": 0.08115816491339 }, { "x": 49, "y": 0.08284896001575 }, { "x": 50, "y": 0.08453975511811 }, { "x": 51, "y": 0.08623055022047 }, { "x": 52, "y": 0.08792134532283 }, { "x": 53, "y": 0.0896121404252 }, { "x": 54, "y": 0.09130293552756 }, { "x": 55, "y": 0.09299373062992 }, { "x": 56, "y": 0.09468452573228 }, { "x": 57, "y": 0.09637532083465 }, { "x": 58, "y": 0.09806611593701 }, { "x": 59, "y": 0.09975691103937 }, { "x": 60, "y": 0.10144770614173 }, { "x": 61, "y": 0.10313850124409 }, { "x": 62, "y": 0.10482929634646 }, { "x": 63, "y": 0.10652009144882 }, { "x": 64, "y": 0.10821088655118 }, { "x": 65, "y": 0.10990168165354 }, { "x": 66, "y": 0.11159247675591 }, { "x": 67, "y": 0.11328327185827 }, { "x": 68, "y": 0.11497406696063 }, { "x": 69, "y": 0.11666486206299 }, { "x": 70, "y": 0.11835565716535 }, { "x": 71, "y": 0.12004645226772 }, { "x": 72, "y": 0.12173724737008 }, { "x": 73, "y": 0.12342804247244 }, { "x": 74, "y": 0.1251188375748 }, { "x": 75, "y": 0.12680963267717 }, { "x": 76, "y": 0.12850042777953 }, { "x": 77, "y": 0.13019122288189 }, { "x": 78, "y": 0.13188201798425 }, { "x": 79, "y": 0.13357281308661 }, { "x": 80, "y": 0.13526360818898 } ] }, { "id": 1089, "curve_id": "E16.19", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Concrete with stl. Cyl., cement join type, 16 inches in diameter and larger, without seismic design", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 5.9302657617069094, "sigma": 1.7447026869594922, "method": "Curve fitting", "mu_sigma_quality": 0.99696319829378055, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=5.930, σ=1.745, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.0024154215748 }, { "x": 2, "y": 0.00483084314961 }, { "x": 3, "y": 0.00724626472441 }, { "x": 4, "y": 0.00966168629921 }, { "x": 5, "y": 0.01207710787402 }, { "x": 6, "y": 0.01449252944882 }, { "x": 7, "y": 0.01690795102362 }, { "x": 8, "y": 0.01932337259843 }, { "x": 9, "y": 0.02173879417323 }, { "x": 10, "y": 0.02415421574803 }, { "x": 11, "y": 0.02656963732283 }, { "x": 12, "y": 0.02898505889764 }, { "x": 13, "y": 0.03140048047244 }, { "x": 14, "y": 0.03381590204724 }, { "x": 15, "y": 0.03623132362205 }, { "x": 16, "y": 0.03864674519685 }, { "x": 17, "y": 0.04106216677165 }, { "x": 18, "y": 0.04347758834646 }, { "x": 19, "y": 0.04589300992126 }, { "x": 20, "y": 0.04830843149606 }, { "x": 21, "y": 0.05072385307087 }, { "x": 22, "y": 0.05313927464567 }, { "x": 23, "y": 0.05555469622047 }, { "x": 24, "y": 0.05797011779528 }, { "x": 25, "y": 0.06038553937008 }, { "x": 26, "y": 0.06280096094488 }, { "x": 27, "y": 0.06521638251969 }, { "x": 28, "y": 0.06763180409449 }, { "x": 29, "y": 0.07004722566929 }, { "x": 30, "y": 0.07246264724409 }, { "x": 31, "y": 0.0748780688189 }, { "x": 32, "y": 0.0772934903937 }, { "x": 33, "y": 0.0797089119685 }, { "x": 34, "y": 0.08212433354331 }, { "x": 35, "y": 0.08453975511811 }, { "x": 36, "y": 0.08695517669291 }, { "x": 37, "y": 0.08937059826772 }, { "x": 38, "y": 0.09178601984252 }, { "x": 39, "y": 0.09420144141732 }, { "x": 40, "y": 0.09661686299213 }, { "x": 41, "y": 0.09903228456693 }, { "x": 42, "y": 0.10144770614173 }, { "x": 43, "y": 0.10386312771654 }, { "x": 44, "y": 0.10627854929134 }, { "x": 45, "y": 0.10869397086614 }, { "x": 46, "y": 0.11110939244094 }, { "x": 47, "y": 0.11352481401575 }, { "x": 48, "y": 0.11594023559055 }, { "x": 49, "y": 0.11835565716535 }, { "x": 50, "y": 0.12077107874016 }, { "x": 51, "y": 0.12318650031496 }, { "x": 52, "y": 0.12560192188976 }, { "x": 53, "y": 0.12801734346457 }, { "x": 54, "y": 0.13043276503937 }, { "x": 55, "y": 0.13284818661417 }, { "x": 56, "y": 0.13526360818898 }, { "x": 57, "y": 0.13767902976378 }, { "x": 58, "y": 0.14009445133858 }, { "x": 59, "y": 0.14250987291339 }, { "x": 60, "y": 0.14492529448819 }, { "x": 61, "y": 0.14734071606299 }, { "x": 62, "y": 0.1497561376378 }, { "x": 63, "y": 0.1521715592126 }, { "x": 64, "y": 0.1545869807874 }, { "x": 65, "y": 0.1570024023622 }, { "x": 66, "y": 0.15941782393701 }, { "x": 67, "y": 0.16183324551181 }, { "x": 68, "y": 0.16424866708661 }, { "x": 69, "y": 0.16666408866142 }, { "x": 70, "y": 0.16907951023622 }, { "x": 71, "y": 0.17149493181102 }, { "x": 72, "y": 0.17391035338583 }, { "x": 73, "y": 0.17632577496063 }, { "x": 74, "y": 0.17874119653543 }, { "x": 75, "y": 0.18115661811024 }, { "x": 76, "y": 0.18357203968504 }, { "x": 77, "y": 0.18598746125984 }, { "x": 78, "y": 0.18840288283465 }, { "x": 79, "y": 0.19081830440945 }, { "x": 80, "y": 0.19323372598425 } ] }, { "id": 1090, "curve_id": "E16.2", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Brittle pipelines: abestos cement, concrete, and cast iron pipes, welded steel pipes with gas-welded joints", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 4.0086478891298372, "sigma": 0.36428438839023031, "method": "Curve fitting", "mu_sigma_quality": 0.971290524863019, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.009, σ=0.364, R²=0.971; Mu/sigma can be used for reconstruction (quality: 0.971); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 80, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.0001 }, { "x": 2, "y": 0.000475682846 }, { "x": 3, "y": 0.00118446661166 }, { "x": 4, "y": 0.0022627416998 }, { "x": 5, "y": 0.00373837195305 }, { "x": 6, "y": 0.00563430448826 }, { "x": 7, "y": 0.00797022515232 }, { "x": 8, "y": 0.01076347411525 }, { "x": 9, "y": 0.01402961154131 }, { "x": 10, "y": 0.01778279410039 }, { "x": 11, "y": 0.02203603947074 }, { "x": 12, "y": 0.02680141994214 }, { "x": 13, "y": 0.03209020878376 }, { "x": 14, "y": 0.03791299383725 }, { "x": 15, "y": 0.04427976760347 }, { "x": 16, "y": 0.0512 }, { "x": 17, "y": 0.05868269804271 }, { "x": 18, "y": 0.06673645546259 }, { "x": 19, "y": 0.07536949444047 }, { "x": 20, "y": 0.08458970107525 }, { "x": 21, "y": 0.09440465580313 }, { "x": 22, "y": 0.10482165970033 }, { "x": 23, "y": 0.11584775739372 }, { "x": 24, "y": 0.12748975714948 }, { "x": 25, "y": 0.13975424859374 }, { "x": 26, "y": 0.15264761843028 }, { "x": 27, "y": 0.166176064452 }, { "x": 28, "y": 0.18034560808923 }, { "x": 29, "y": 0.19516210569562 }, { "x": 30, "y": 0.21063125873886 }, { "x": 31, "y": 0.22675862303615 }, { "x": 32, "y": 0.24354961715256 }, { "x": 33, "y": 0.26100953006251 }, { "x": 34, "y": 0.2791435281598 }, { "x": 35, "y": 0.29795666168948 }, { "x": 36, "y": 0.3174538706647 }, { "x": 37, "y": 0.33763999032322 }, { "x": 38, "y": 0.35851975617105 }, { "x": 39, "y": 0.38009780865473 }, { "x": 40, "y": 0.40237869749854 }, { "x": 41, "y": 0.42536688573856 }, { "x": 42, "y": 0.44906675348185 }, { "x": 43, "y": 0.47348260141553 }, { "x": 44, "y": 0.49861865408811 }, { "x": 45, "y": 0.52447906298255 }, { "x": 46, "y": 0.55106790939887 }, { "x": 47, "y": 0.57838920716192 }, { "x": 48, "y": 0.60644690516851 }, { "x": 49, "y": 0.63524488978661 }, { "x": 50, "y": 0.66478698711812 }, { "x": 51, "y": 0.69507696513556 }, { "x": 52, "y": 0.72611853570203 }, { "x": 53, "y": 0.75791535648303 }, { "x": 54, "y": 0.79047103275789 }, { "x": 55, "y": 0.82378911913778 }, { "x": 56, "y": 0.85787312119682 }, { "x": 57, "y": 0.8927264970222 }, { "x": 58, "y": 0.92835265868859 }, { "x": 59, "y": 0.96475497366191 }, { "x": 60, "y": 1.00193676613694 }, { "x": 61, "y": 1.03990131831297 }, { "x": 62, "y": 1.07865187161124 }, { "x": 63, "y": 1.11819162783799 }, { "x": 64, "y": 1.15852375029603 }, { "x": 65, "y": 1.19965136484822 }, { "x": 66, "y": 1.24157756093539 }, { "x": 67, "y": 1.2843053925515 }, { "x": 68, "y": 1.32783787917837 }, { "x": 69, "y": 1.37217800668226 }, { "x": 70, "y": 1.41732872817434 }, { "x": 71, "y": 1.46329296483711 }, { "x": 72, "y": 1.51007360671845 }, { "x": 73, "y": 1.55767351349514 }, { "x": 74, "y": 1.60609551520728 }, { "x": 75, "y": 1.65534241296527 }, { "x": 76, "y": 1.70541697963059 }, { "x": 77, "y": 1.75632196047175 }, { "x": 78, "y": 1.80806007379659 }, { "x": 79, "y": 1.86063401156216 } ] }, { "id": 1091, "curve_id": "E16.20", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Concrete with stl. Cyl., rubber gasket join type, 16 inches in diameter and larger, without seismic design", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 6.2955083324452987, "sigma": 1.8493492734043973, "method": "Curve fitting", "mu_sigma_quality": 0.99748741534336927, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=6.296, σ=1.849, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.00193233725984 }, { "x": 2, "y": 0.00386467451969 }, { "x": 3, "y": 0.00579701177953 }, { "x": 4, "y": 0.00772934903937 }, { "x": 5, "y": 0.00966168629921 }, { "x": 6, "y": 0.01159402355906 }, { "x": 7, "y": 0.0135263608189 }, { "x": 8, "y": 0.01545869807874 }, { "x": 9, "y": 0.01739103533858 }, { "x": 10, "y": 0.01932337259843 }, { "x": 11, "y": 0.02125570985827 }, { "x": 12, "y": 0.02318804711811 }, { "x": 13, "y": 0.02512038437795 }, { "x": 14, "y": 0.0270527216378 }, { "x": 15, "y": 0.02898505889764 }, { "x": 16, "y": 0.03091739615748 }, { "x": 17, "y": 0.03284973341732 }, { "x": 18, "y": 0.03478207067717 }, { "x": 19, "y": 0.03671440793701 }, { "x": 20, "y": 0.03864674519685 }, { "x": 21, "y": 0.04057908245669 }, { "x": 22, "y": 0.04251141971654 }, { "x": 23, "y": 0.04444375697638 }, { "x": 24, "y": 0.04637609423622 }, { "x": 25, "y": 0.04830843149606 }, { "x": 26, "y": 0.05024076875591 }, { "x": 27, "y": 0.05217310601575 }, { "x": 28, "y": 0.05410544327559 }, { "x": 29, "y": 0.05603778053543 }, { "x": 30, "y": 0.05797011779528 }, { "x": 31, "y": 0.05990245505512 }, { "x": 32, "y": 0.06183479231496 }, { "x": 33, "y": 0.0637671295748 }, { "x": 34, "y": 0.06569946683465 }, { "x": 35, "y": 0.06763180409449 }, { "x": 36, "y": 0.06956414135433 }, { "x": 37, "y": 0.07149647861417 }, { "x": 38, "y": 0.07342881587402 }, { "x": 39, "y": 0.07536115313386 }, { "x": 40, "y": 0.0772934903937 }, { "x": 41, "y": 0.07922582765354 }, { "x": 42, "y": 0.08115816491339 }, { "x": 43, "y": 0.08309050217323 }, { "x": 44, "y": 0.08502283943307 }, { "x": 45, "y": 0.08695517669291 }, { "x": 46, "y": 0.08888751395276 }, { "x": 47, "y": 0.0908198512126 }, { "x": 48, "y": 0.09275218847244 }, { "x": 49, "y": 0.09468452573228 }, { "x": 50, "y": 0.09661686299213 }, { "x": 51, "y": 0.09854920025197 }, { "x": 52, "y": 0.10048153751181 }, { "x": 53, "y": 0.10241387477165 }, { "x": 54, "y": 0.1043462120315 }, { "x": 55, "y": 0.10627854929134 }, { "x": 56, "y": 0.10821088655118 }, { "x": 57, "y": 0.11014322381102 }, { "x": 58, "y": 0.11207556107087 }, { "x": 59, "y": 0.11400789833071 }, { "x": 60, "y": 0.11594023559055 }, { "x": 61, "y": 0.11787257285039 }, { "x": 62, "y": 0.11980491011024 }, { "x": 63, "y": 0.12173724737008 }, { "x": 64, "y": 0.12366958462992 }, { "x": 65, "y": 0.12560192188976 }, { "x": 66, "y": 0.12753425914961 }, { "x": 67, "y": 0.12946659640945 }, { "x": 68, "y": 0.13139893366929 }, { "x": 69, "y": 0.13333127092913 }, { "x": 70, "y": 0.13526360818898 }, { "x": 71, "y": 0.13719594544882 }, { "x": 72, "y": 0.13912828270866 }, { "x": 73, "y": 0.1410606199685 }, { "x": 74, "y": 0.14299295722835 }, { "x": 75, "y": 0.14492529448819 }, { "x": 76, "y": 0.14685763174803 }, { "x": 77, "y": 0.14878996900787 }, { "x": 78, "y": 0.15072230626772 }, { "x": 79, "y": 0.15265464352756 }, { "x": 80, "y": 0.1545869807874 } ] }, { "id": 1092, "curve_id": "E16.21", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "PVC, rubber gasket join type, 4 to 12 inches in diameter, without seismic design", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 7.0828090010249118, "sigma": 2.05575871555381, "method": "Curve fitting", "mu_sigma_quality": 0.998229908496785, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=7.083, σ=2.056, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.0012077107874 }, { "x": 2, "y": 0.0024154215748 }, { "x": 3, "y": 0.0036231323622 }, { "x": 4, "y": 0.00483084314961 }, { "x": 5, "y": 0.00603855393701 }, { "x": 6, "y": 0.00724626472441 }, { "x": 7, "y": 0.00845397551181 }, { "x": 8, "y": 0.00966168629921 }, { "x": 9, "y": 0.01086939708661 }, { "x": 10, "y": 0.01207710787402 }, { "x": 11, "y": 0.01328481866142 }, { "x": 12, "y": 0.01449252944882 }, { "x": 13, "y": 0.01570024023622 }, { "x": 14, "y": 0.01690795102362 }, { "x": 15, "y": 0.01811566181102 }, { "x": 16, "y": 0.01932337259843 }, { "x": 17, "y": 0.02053108338583 }, { "x": 18, "y": 0.02173879417323 }, { "x": 19, "y": 0.02294650496063 }, { "x": 20, "y": 0.02415421574803 }, { "x": 21, "y": 0.02536192653543 }, { "x": 22, "y": 0.02656963732283 }, { "x": 23, "y": 0.02777734811024 }, { "x": 24, "y": 0.02898505889764 }, { "x": 25, "y": 0.03019276968504 }, { "x": 26, "y": 0.03140048047244 }, { "x": 27, "y": 0.03260819125984 }, { "x": 28, "y": 0.03381590204724 }, { "x": 29, "y": 0.03502361283465 }, { "x": 30, "y": 0.03623132362205 }, { "x": 31, "y": 0.03743903440945 }, { "x": 32, "y": 0.03864674519685 }, { "x": 33, "y": 0.03985445598425 }, { "x": 34, "y": 0.04106216677165 }, { "x": 35, "y": 0.04226987755906 }, { "x": 36, "y": 0.04347758834646 }, { "x": 37, "y": 0.04468529913386 }, { "x": 38, "y": 0.04589300992126 }, { "x": 39, "y": 0.04710072070866 }, { "x": 40, "y": 0.04830843149606 }, { "x": 41, "y": 0.04951614228346 }, { "x": 42, "y": 0.05072385307087 }, { "x": 43, "y": 0.05193156385827 }, { "x": 44, "y": 0.05313927464567 }, { "x": 45, "y": 0.05434698543307 }, { "x": 46, "y": 0.05555469622047 }, { "x": 47, "y": 0.05676240700787 }, { "x": 48, "y": 0.05797011779528 }, { "x": 49, "y": 0.05917782858268 }, { "x": 50, "y": 0.06038553937008 }, { "x": 51, "y": 0.06159325015748 }, { "x": 52, "y": 0.06280096094488 }, { "x": 53, "y": 0.06400867173228 }, { "x": 54, "y": 0.06521638251969 }, { "x": 55, "y": 0.06642409330709 }, { "x": 56, "y": 0.06763180409449 }, { "x": 57, "y": 0.06883951488189 }, { "x": 58, "y": 0.07004722566929 }, { "x": 59, "y": 0.07125493645669 }, { "x": 60, "y": 0.07246264724409 }, { "x": 61, "y": 0.0736703580315 }, { "x": 62, "y": 0.0748780688189 }, { "x": 63, "y": 0.0760857796063 }, { "x": 64, "y": 0.0772934903937 }, { "x": 65, "y": 0.0785012011811 }, { "x": 66, "y": 0.0797089119685 }, { "x": 67, "y": 0.08091662275591 }, { "x": 68, "y": 0.08212433354331 }, { "x": 69, "y": 0.08333204433071 }, { "x": 70, "y": 0.08453975511811 }, { "x": 71, "y": 0.08574746590551 }, { "x": 72, "y": 0.08695517669291 }, { "x": 73, "y": 0.08816288748031 }, { "x": 74, "y": 0.08937059826772 }, { "x": 75, "y": 0.09057830905512 }, { "x": 76, "y": 0.09178601984252 }, { "x": 77, "y": 0.09299373062992 }, { "x": 78, "y": 0.09420144141732 }, { "x": 79, "y": 0.09540915220472 }, { "x": 80, "y": 0.09661686299213 } ] }, { "id": 1093, "curve_id": "E16.22", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Ductile iron, rubber gasket join type, 4 to 12 inches in diameter, without seismic design", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 7.0828090010249118, "sigma": 2.05575871555381, "method": "Curve fitting", "mu_sigma_quality": 0.998229908496785, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=7.083, σ=2.056, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.0012077107874 }, { "x": 2, "y": 0.0024154215748 }, { "x": 3, "y": 0.0036231323622 }, { "x": 4, "y": 0.00483084314961 }, { "x": 5, "y": 0.00603855393701 }, { "x": 6, "y": 0.00724626472441 }, { "x": 7, "y": 0.00845397551181 }, { "x": 8, "y": 0.00966168629921 }, { "x": 9, "y": 0.01086939708661 }, { "x": 10, "y": 0.01207710787402 }, { "x": 11, "y": 0.01328481866142 }, { "x": 12, "y": 0.01449252944882 }, { "x": 13, "y": 0.01570024023622 }, { "x": 14, "y": 0.01690795102362 }, { "x": 15, "y": 0.01811566181102 }, { "x": 16, "y": 0.01932337259843 }, { "x": 17, "y": 0.02053108338583 }, { "x": 18, "y": 0.02173879417323 }, { "x": 19, "y": 0.02294650496063 }, { "x": 20, "y": 0.02415421574803 }, { "x": 21, "y": 0.02536192653543 }, { "x": 22, "y": 0.02656963732283 }, { "x": 23, "y": 0.02777734811024 }, { "x": 24, "y": 0.02898505889764 }, { "x": 25, "y": 0.03019276968504 }, { "x": 26, "y": 0.03140048047244 }, { "x": 27, "y": 0.03260819125984 }, { "x": 28, "y": 0.03381590204724 }, { "x": 29, "y": 0.03502361283465 }, { "x": 30, "y": 0.03623132362205 }, { "x": 31, "y": 0.03743903440945 }, { "x": 32, "y": 0.03864674519685 }, { "x": 33, "y": 0.03985445598425 }, { "x": 34, "y": 0.04106216677165 }, { "x": 35, "y": 0.04226987755906 }, { "x": 36, "y": 0.04347758834646 }, { "x": 37, "y": 0.04468529913386 }, { "x": 38, "y": 0.04589300992126 }, { "x": 39, "y": 0.04710072070866 }, { "x": 40, "y": 0.04830843149606 }, { "x": 41, "y": 0.04951614228346 }, { "x": 42, "y": 0.05072385307087 }, { "x": 43, "y": 0.05193156385827 }, { "x": 44, "y": 0.05313927464567 }, { "x": 45, "y": 0.05434698543307 }, { "x": 46, "y": 0.05555469622047 }, { "x": 47, "y": 0.05676240700787 }, { "x": 48, "y": 0.05797011779528 }, { "x": 49, "y": 0.05917782858268 }, { "x": 50, "y": 0.06038553937008 }, { "x": 51, "y": 0.06159325015748 }, { "x": 52, "y": 0.06280096094488 }, { "x": 53, "y": 0.06400867173228 }, { "x": 54, "y": 0.06521638251969 }, { "x": 55, "y": 0.06642409330709 }, { "x": 56, "y": 0.06763180409449 }, { "x": 57, "y": 0.06883951488189 }, { "x": 58, "y": 0.07004722566929 }, { "x": 59, "y": 0.07125493645669 }, { "x": 60, "y": 0.07246264724409 }, { "x": 61, "y": 0.0736703580315 }, { "x": 62, "y": 0.0748780688189 }, { "x": 63, "y": 0.0760857796063 }, { "x": 64, "y": 0.0772934903937 }, { "x": 65, "y": 0.0785012011811 }, { "x": 66, "y": 0.0797089119685 }, { "x": 67, "y": 0.08091662275591 }, { "x": 68, "y": 0.08212433354331 }, { "x": 69, "y": 0.08333204433071 }, { "x": 70, "y": 0.08453975511811 }, { "x": 71, "y": 0.08574746590551 }, { "x": 72, "y": 0.08695517669291 }, { "x": 73, "y": 0.08816288748031 }, { "x": 74, "y": 0.08937059826772 }, { "x": 75, "y": 0.09057830905512 }, { "x": 76, "y": 0.09178601984252 }, { "x": 77, "y": 0.09299373062992 }, { "x": 78, "y": 0.09420144141732 }, { "x": 79, "y": 0.09540915220472 }, { "x": 80, "y": 0.09661686299213 } ] }, { "id": 1094, "curve_id": "E16.23", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "PVC, continious joint type continuous (i.e., different parts of pipes are connected with each other using glue and heating), diameter 25-500 mm", "source_type": "Conference Proceeding", "source_abbrev": "Shih & Chang (2006)", "source_detail": "Shih, B. and Chang, C.: Damage Survey of Water Supply Systems and Fragility Curve of PVC Water Pipelines in the Chi – Chi Taiwan Earthquake, Natural Hazards, 71–85, https://doi.org/10.1007/s11069-005-4657-9, 2006.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 4.6232498832184765, "sigma": 0.32696771224639454, "method": "Curve fitting", "mu_sigma_quality": 0.97290609916177484, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.623, σ=0.327, R²=0.973; Mu/sigma can be used for reconstruction (quality: 0.973); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "China", "hazard_type": "Earthquake", "num_points": 141, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 5.01187234E-06 }, { "x": 2, "y": 2.935124239E-05 }, { "x": 3, "y": 8.253899936E-05 }, { "x": 4, "y": 0.00017189093656 }, { "x": 5, "y": 0.00030365015773 }, { "x": 6, "y": 0.0004833766733 }, { "x": 7, "y": 0.00071614341357 }, { "x": 8, "y": 0.00100665224595 }, { "x": 9, "y": 0.00135930964693 }, { "x": 10, "y": 0.00177827941004 }, { "x": 11, "y": 0.00226752115302 }, { "x": 12, "y": 0.00283081949254 }, { "x": 13, "y": 0.0034718067915 }, { "x": 14, "y": 0.00419398131222 }, { "x": 15, "y": 0.00500072198457 }, { "x": 16, "y": 0.00589530061633 }, { "x": 17, "y": 0.00688089212904 }, { "x": 18, "y": 0.00796058324175 }, { "x": 19, "y": 0.00913737991496 }, { "x": 20, "y": 0.01041421379053 }, { "x": 21, "y": 0.01179394780848 }, { "x": 22, "y": 0.01327938114157 }, { "x": 23, "y": 0.01487325355889 }, { "x": 24, "y": 0.01657824930734 }, { "x": 25, "y": 0.01839700058289 }, { "x": 26, "y": 0.0203320906501 }, { "x": 27, "y": 0.02238605665809 }, { "x": 28, "y": 0.02456139219313 }, { "x": 29, "y": 0.02686054960109 }, { "x": 30, "y": 0.02928594210805 }, { "x": 31, "y": 0.03183994576298 }, { "x": 32, "y": 0.03452490122265 }, { "x": 33, "y": 0.03734311539643 }, { "x": 34, "y": 0.04029686296587 }, { "x": 35, "y": 0.04338838779212 }, { "x": 36, "y": 0.04661990422253 }, { "x": 37, "y": 0.04999359830627 }, { "x": 38, "y": 0.05351162892767 }, { "x": 39, "y": 0.05717612886494 }, { "x": 40, "y": 0.06098920578094 }, { "x": 41, "y": 0.06495294315208 }, { "x": 42, "y": 0.06906940114051 }, { "x": 43, "y": 0.07334061741459 }, { "x": 44, "y": 0.07776860792156 }, { "x": 45, "y": 0.08235536761652 }, { "x": 46, "y": 0.08710287115096 }, { "x": 47, "y": 0.09201307352394 }, { "x": 48, "y": 0.09708791069877 }, { "x": 49, "y": 0.1023293001877 }, { "x": 50, "y": 0.10773914160685 }, { "x": 51, "y": 0.11331931720355 }, { "x": 52, "y": 0.1190716923579 }, { "x": 53, "y": 0.12499811606036 }, { "x": 54, "y": 0.13110042136695 }, { "x": 55, "y": 0.13738042583343 }, { "x": 56, "y": 0.1438399319299 }, { "x": 57, "y": 0.15048072743698 }, { "x": 58, "y": 0.15730458582475 }, { "x": 59, "y": 0.16431326661542 }, { "x": 60, "y": 0.17150851573077 }, { "x": 61, "y": 0.17889206582515 }, { "x": 62, "y": 0.18646563660507 }, { "x": 63, "y": 0.19423093513581 }, { "x": 64, "y": 0.20218965613609 }, { "x": 65, "y": 0.21034348226131 }, { "x": 66, "y": 0.21869408437587 }, { "x": 67, "y": 0.22724312181542 }, { "x": 68, "y": 0.23599224263926 }, { "x": 69, "y": 0.24494308387367 }, { "x": 70, "y": 0.25409727174636 }, { "x": 71, "y": 0.26345642191275 }, { "x": 72, "y": 0.27302213967426 }, { "x": 73, "y": 0.28279602018917 }, { "x": 74, "y": 0.29277964867623 }, { "x": 75, "y": 0.30297460061157 }, { "x": 76, "y": 0.31338244191899 }, { "x": 77, "y": 0.32400472915415 }, { "x": 78, "y": 0.33484300968279 }, { "x": 79, "y": 0.34589882185328 }, { "x": 80, "y": 0.35717369516384 }, { "x": 81, "y": 0.36866915042448 }, { "x": 82, "y": 0.3803866999141 }, { "x": 83, "y": 0.39232784753274 }, { "x": 84, "y": 0.40449408894942 }, { "x": 85, "y": 0.41688691174554 }, { "x": 86, "y": 0.42950779555408 }, { "x": 87, "y": 0.44235821219493 }, { "x": 88, "y": 0.45543962580623 }, { "x": 89, "y": 0.46875349297209 }, { "x": 90, "y": 0.48230126284678 }, { "x": 91, "y": 0.49608437727547 }, { "x": 92, "y": 0.51010427091168 }, { "x": 93, "y": 0.52436237133164 }, { "x": 94, "y": 0.53886009914556 }, { "x": 95, "y": 0.55359886810595 }, { "x": 96, "y": 0.56858008521324 }, { "x": 97, "y": 0.58380515081849 }, { "x": 98, "y": 0.59927545872372 }, { "x": 99, "y": 0.61499239627949 }, { "x": 100, "y": 0.63095734448019 }, { "x": 101, "y": 0.64717167805694 }, { "x": 102, "y": 0.66363676556816 }, { "x": 103, "y": 0.68035396948807 }, { "x": 104, "y": 0.69732464629293 }, { "x": 105, "y": 0.71455014654534 }, { "x": 106, "y": 0.7320318149765 }, { "x": 107, "y": 0.74977099056657 }, { "x": 108, "y": 0.76776900662319 }, { "x": 109, "y": 0.78602719085819 }, { "x": 110, "y": 0.80454686546257 }, { "x": 111, "y": 0.82332934717978 }, { "x": 112, "y": 0.84237594737741 }, { "x": 113, "y": 0.86168797211726 }, { "x": 114, "y": 0.88126672222389 }, { "x": 115, "y": 0.90111349335174 }, { "x": 116, "y": 0.92122957605068 }, { "x": 117, "y": 0.94161625583035 }, { "x": 118, "y": 0.96227481322297 }, { "x": 119, "y": 0.98320652384493 }, { "x": 120, "y": 1.00441265845711 }, { "x": 121, "y": 1.0258944830239 }, { "x": 122, "y": 1.04765325877108 }, { "x": 123, "y": 1.06969024224246 }, { "x": 124, "y": 1.0920066853555 }, { "x": 125, "y": 1.11460383545568 }, { "x": 126, "y": 1.1374829353699 }, { "x": 127, "y": 1.1606452234588 }, { "x": 128, "y": 1.18409193366807 }, { "x": 129, "y": 1.20782429557876 }, { "x": 130, "y": 1.23184353445668 }, { "x": 131, "y": 1.25615087130073 }, { "x": 132, "y": 1.28074752289053 }, { "x": 133, "y": 1.30563470183295 }, { "x": 134, "y": 1.33081361660791 }, { "x": 135, "y": 1.35628547161331 }, { "x": 136, "y": 1.3820514672091 }, { "x": 137, "y": 1.4081127997606 }, { "x": 138, "y": 1.43447066168101 }, { "x": 139, "y": 1.46112624147317 }, { "x": 140, "y": 1.48808072377063 } ] }, { "id": 1095, "curve_id": "E16.24", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "PVC, continious joint type continuous (i.e., different parts of pipes are connected with each other using glue and heating), diameter 25-500 mm", "source_type": "Conference Proceeding", "source_abbrev": "Shih & Chang (2006)", "source_detail": "Shih, B. and Chang, C.: Damage Survey of Water Supply Systems and Fragility Curve of PVC Water Pipelines in the Chi – Chi Taiwan Earthquake, Natural Hazards, 71–85, https://doi.org/10.1007/s11069-005-4657-9, 2006.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": -0.488695690009072, "sigma": 0.46405497774468246, "method": "Curve fitting", "mu_sigma_quality": 0.96440324880954387, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.489, σ=0.464, R²=0.964; Mu/sigma can be used for reconstruction (quality: 0.964); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "China", "hazard_type": "Earthquake", "num_points": 21, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01277069487665 }, { "x": 0.1, "y": 0.04035750613502 }, { "x": 0.15, "y": 0.07911080641131 }, { "x": 0.2, "y": 0.12753638836178 }, { "x": 0.25, "y": 0.18471609375476 }, { "x": 0.3, "y": 0.25000322111905 }, { "x": 0.35, "y": 0.32290686266807 }, { "x": 0.4, "y": 0.40303606228664 }, { "x": 0.45, "y": 0.490068845235 }, { "x": 0.5, "y": 0.58373338012916 }, { "x": 0.55, "y": 0.68379573240177 }, { "x": 0.6, "y": 0.79005149113186 }, { "x": 0.65, "y": 0.90231981267059 }, { "x": 0.7, "y": 1.02043904556786 }, { "x": 0.75, "y": 1.14426343086514 }, { "x": 0.8, "y": 1.27366055750873 }, { "x": 0.85, "y": 1.40850936254719 }, { "x": 0.9, "y": 1.54869853357131 }, { "x": 0.95, "y": 1.69412521416618 }, { "x": 1, "y": 1.84469394166274 } ] }, { "id": 1096, "curve_id": "E16.3", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Ductile pipelines: steel, ductile iron, and PVC, and welded steel pipes with arc-welded joints", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 4.3502281396047549, "sigma": 0.546240871248244, "method": "Curve fitting", "mu_sigma_quality": 0.99077898413678722, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.350, σ=0.546, R²=0.991; Mu/sigma can be used for reconstruction (quality: 0.991); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Earthquake", "num_points": 80, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 3E-05 }, { "x": 2, "y": 0.0001427048538 }, { "x": 3, "y": 0.0003553399835 }, { "x": 4, "y": 0.00067882250994 }, { "x": 5, "y": 0.00112151158592 }, { "x": 6, "y": 0.00169029134648 }, { "x": 7, "y": 0.0023910675457 }, { "x": 8, "y": 0.00322904223457 }, { "x": 9, "y": 0.00420888346239 }, { "x": 10, "y": 0.00533483823012 }, { "x": 11, "y": 0.00661081184122 }, { "x": 12, "y": 0.00804042598264 }, { "x": 13, "y": 0.00962706263513 }, { "x": 14, "y": 0.01137389815117 }, { "x": 15, "y": 0.01328393028104 }, { "x": 16, "y": 0.01536 }, { "x": 17, "y": 0.01760480941281 }, { "x": 18, "y": 0.02002093663878 }, { "x": 19, "y": 0.02261084833214 }, { "x": 20, "y": 0.02537691032257 }, { "x": 21, "y": 0.02832139674094 }, { "x": 22, "y": 0.0314464979101 }, { "x": 23, "y": 0.03475432721812 }, { "x": 24, "y": 0.03824692714484 }, { "x": 25, "y": 0.04192627457812 }, { "x": 26, "y": 0.04579428552908 }, { "x": 27, "y": 0.0498528193356 }, { "x": 28, "y": 0.05410368242677 }, { "x": 29, "y": 0.05854863170869 }, { "x": 30, "y": 0.06318937762166 }, { "x": 31, "y": 0.06802758691085 }, { "x": 32, "y": 0.07306488514577 }, { "x": 33, "y": 0.07830285901875 }, { "x": 34, "y": 0.08374305844794 }, { "x": 35, "y": 0.08938699850684 }, { "x": 36, "y": 0.09523616119941 }, { "x": 37, "y": 0.10129199709697 }, { "x": 38, "y": 0.10755592685131 }, { "x": 39, "y": 0.11402934259642 }, { "x": 40, "y": 0.12071360924956 }, { "x": 41, "y": 0.12761006572157 }, { "x": 42, "y": 0.13472002604456 }, { "x": 43, "y": 0.14204478042466 }, { "x": 44, "y": 0.14958559622643 }, { "x": 45, "y": 0.15734371889476 }, { "x": 46, "y": 0.16532037281966 }, { "x": 47, "y": 0.17351676214858 }, { "x": 48, "y": 0.18193407155055 }, { "x": 49, "y": 0.19057346693598 }, { "x": 50, "y": 0.19943609613544 }, { "x": 51, "y": 0.20852308954067 }, { "x": 52, "y": 0.21783556071061 }, { "x": 53, "y": 0.22737460694491 }, { "x": 54, "y": 0.23714130982737 }, { "x": 55, "y": 0.24713673574133 }, { "x": 56, "y": 0.25736193635905 }, { "x": 57, "y": 0.26781794910666 }, { "x": 58, "y": 0.27850579760658 }, { "x": 59, "y": 0.28942649209857 }, { "x": 60, "y": 0.30058102984108 }, { "x": 61, "y": 0.31197039549389 }, { "x": 62, "y": 0.32359556148337 }, { "x": 63, "y": 0.3354574883514 }, { "x": 64, "y": 0.34755712508881 }, { "x": 65, "y": 0.35989540945447 }, { "x": 66, "y": 0.37247326828062 }, { "x": 67, "y": 0.38529161776545 }, { "x": 68, "y": 0.39835136375351 }, { "x": 69, "y": 0.41165340200468 }, { "x": 70, "y": 0.4251986184523 }, { "x": 71, "y": 0.43898788945114 }, { "x": 72, "y": 0.45302208201554 }, { "x": 73, "y": 0.46730205404854 }, { "x": 74, "y": 0.48182865456219 }, { "x": 75, "y": 0.49660272388958 }, { "x": 76, "y": 0.51162509388918 }, { "x": 77, "y": 0.52689658814153 }, { "x": 78, "y": 0.54241802213898 }, { "x": 79, "y": 0.55819020346865 } ] }, { "id": 1097, "curve_id": "E16.32", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Ductile mains, None-to-low liquefaction susceptibility class", "source_type": "Conference Proceeding", "source_abbrev": "Sadashiva et al. (2021)", "source_detail": "Sadashiva, V. K., Dellow, G. D., Nayyerloo, M., and Sherson, A.: Simple buried pipeline fragility models based on data from the 2011 Canterbury earthquakes, NZGS Symposium 2021: Good grounds for the future, Dunedin, New Zealand, 2021.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 2.4020106733472555, "sigma": 0.0591174359942236, "method": "Curve fitting", "mu_sigma_quality": 0.97379206956428732, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.402, σ=0.059, R²=0.974; Mu/sigma can be used for reconstruction (quality: 0.974); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Modified Mercalli Intensity ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 13, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 3.1E-11 }, { "x": 2, "y": 3.44018E-08 }, { "x": 3, "y": 2.0793151E-06 }, { "x": 4, "y": 3.817689171E-05 }, { "x": 5, "y": 0.00036487344546 }, { "x": 6, "y": 0.00230748954902 }, { "x": 7, "y": 0.01097421505679 }, { "x": 8, "y": 0.04236624781682 }, { "x": 9, "y": 0.13946939574772 }, { "x": 10, "y": 0.40491297532087 }, { "x": 11, "y": 1.06191583491308 }, { "x": 12, "y": 2.56070281471724 } ] }, { "id": 1098, "curve_id": "E16.33", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Non-ductile mains, None-to-low liquefaction susceptibility class", "source_type": "Conference Proceeding", "source_abbrev": "Sadashiva et al. (2021)", "source_detail": "Sadashiva, V. K., Dellow, G. D., Nayyerloo, M., and Sherson, A.: Simple buried pipeline fragility models based on data from the 2011 Canterbury earthquakes, NZGS Symposium 2021: Good grounds for the future, Dunedin, New Zealand, 2021.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 2.40201067334114, "sigma": 0.0591174359204428, "method": "Curve fitting", "mu_sigma_quality": 0.97379206956429121, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.402, σ=0.059, R²=0.974; Mu/sigma can be used for reconstruction (quality: 0.974); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Modified Mercalli Intensity ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 13, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 8E-11 }, { "x": 2, "y": 8.877883E-08 }, { "x": 3, "y": 5.36597444E-06 }, { "x": 4, "y": 9.852101087E-05 }, { "x": 5, "y": 0.00094160889152 }, { "x": 6, "y": 0.00595481173941 }, { "x": 7, "y": 0.02832055498527 }, { "x": 8, "y": 0.10933225243049 }, { "x": 9, "y": 0.35992102128444 }, { "x": 10, "y": 1.04493671050547 }, { "x": 11, "y": 2.74042796106603 }, { "x": 12, "y": 6.60826532830256 } ] }, { "id": 1099, "curve_id": "E16.34", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Non-ductile mains, moderate liquefaction susceptibility class", "source_type": "Conference Proceeding", "source_abbrev": "Sadashiva et al. (2021)", "source_detail": "Sadashiva, V. K., Dellow, G. D., Nayyerloo, M., and Sherson, A.: Simple buried pipeline fragility models based on data from the 2011 Canterbury earthquakes, NZGS Symposium 2021: Good grounds for the future, Dunedin, New Zealand, 2021.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 2.3363790794266142, "sigma": 0.12960489494800284, "method": "Curve fitting", "mu_sigma_quality": 0.96887028338918912, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.336, σ=0.130, R²=0.969; Mu/sigma can be used for reconstruction (quality: 0.969); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Modified Mercalli Intensity ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 13, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 6E-06 }, { "x": 2, "y": 0.00030932132776 }, { "x": 3, "y": 0.00310468073797 }, { "x": 4, "y": 0.01594661396815 }, { "x": 5, "y": 0.05674043161093 }, { "x": 6, "y": 0.16005732802487 }, { "x": 7, "y": 0.38465280340388 }, { "x": 8, "y": 0.82210463432455 }, { "x": 9, "y": 1.60650708079033 }, { "x": 10, "y": 2.92517094062032 }, { "x": 11, "y": 5.03028791955121 }, { "x": 12, "y": 8.25152420380102 } ] }, { "id": 1100, "curve_id": "E16.35", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Non-ductile mains, high liquefaction susceptibility class", "source_type": "Conference Proceeding", "source_abbrev": "Sadashiva et al. (2021)", "source_detail": "Sadashiva, V. K., Dellow, G. D., Nayyerloo, M., and Sherson, A.: Simple buried pipeline fragility models based on data from the 2011 Canterbury earthquakes, NZGS Symposium 2021: Good grounds for the future, Dunedin, New Zealand, 2021.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 2.4080860338093575, "sigma": 0.0417537129523386, "method": "Curve fitting", "mu_sigma_quality": 0.97766696831037336, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.408, σ=0.042, R²=0.978; Mu/sigma can be used for reconstruction (quality: 0.978); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Modified Mercalli Intensity ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 13, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 2E-10 }, { "x": 2, "y": 3.4996623E-07 }, { "x": 3, "y": 2.760941933E-05 }, { "x": 4, "y": 0.00061238181024 }, { "x": 5, "y": 0.00677694330453 }, { "x": 6, "y": 0.04831182195079 }, { "x": 7, "y": 0.25425598268624 }, { "x": 8, "y": 1.07156476685135 }, { "x": 9, "y": 3.81140017742236 }, { "x": 10, "y": 11.8585064916 }, { "x": 11, "y": 33.1095587432282 }, { "x": 12, "y": 84.5375309309713 } ] }, { "id": 1101, "curve_id": "E16.36", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Ductile sub-mains, None-to-low liquefaction susceptibility class", "source_type": "Conference Proceeding", "source_abbrev": "Sadashiva et al. (2021)", "source_detail": "Sadashiva, V. K., Dellow, G. D., Nayyerloo, M., and Sherson, A.: Simple buried pipeline fragility models based on data from the 2011 Canterbury earthquakes, NZGS Symposium 2021: Good grounds for the future, Dunedin, New Zealand, 2021.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 2.3823928206311282, "sigma": 0.0827955011607593, "method": "Curve fitting", "mu_sigma_quality": 0.97049047905433394, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.382, σ=0.083, R²=0.970; Mu/sigma can be used for reconstruction (quality: 0.970); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Modified Mercalli Intensity ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 13, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 3E-09 }, { "x": 2, "y": 9.7142749E-07 }, { "x": 3, "y": 2.856507692E-05 }, { "x": 4, "y": 0.00031455712182 }, { "x": 5, "y": 0.00202223731967 }, { "x": 6, "y": 0.00924963364317 }, { "x": 7, "y": 0.03344982194953 }, { "x": 8, "y": 0.10185647828352 }, { "x": 9, "y": 0.27198787309991 }, { "x": 10, "y": 0.6548189735529 }, { "x": 11, "y": 1.44975580453936 }, { "x": 12, "y": 2.99511612659684 } ] }, { "id": 1102, "curve_id": "E16.37", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Ductile sub-mains, moderate liquefaction susceptibility class", "source_type": "Conference Proceeding", "source_abbrev": "Sadashiva et al. (2021)", "source_detail": "Sadashiva, V. K., Dellow, G. D., Nayyerloo, M., and Sherson, A.: Simple buried pipeline fragility models based on data from the 2011 Canterbury earthquakes, NZGS Symposium 2021: Good grounds for the future, Dunedin, New Zealand, 2021.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 2.3895513648710534, "sigma": 0.0753287793474974, "method": "Curve fitting", "mu_sigma_quality": 0.97117754187275063, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.390, σ=0.075, R²=0.971; Mu/sigma can be used for reconstruction (quality: 0.971); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Modified Mercalli Intensity ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 13, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 2E-09 }, { "x": 2, "y": 1.00014953E-06 }, { "x": 3, "y": 3.792269258E-05 }, { "x": 4, "y": 0.00050014954484 }, { "x": 5, "y": 0.00369823968445 }, { "x": 6, "y": 0.01896418165047 }, { "x": 7, "y": 0.07554035517037 }, { "x": 8, "y": 0.25011216701406 }, { "x": 9, "y": 0.71906530633566 }, { "x": 10, "y": 1.84939634787644 }, { "x": 11, "y": 4.34667141189625 }, { "x": 12, "y": 9.48350871695746 } ] }, { "id": 1103, "curve_id": "E16.38", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Non-ductile sub-mains, None-to-low liquefaction susceptibility class", "source_type": "Conference Proceeding", "source_abbrev": "Sadashiva et al. (2021)", "source_detail": "Sadashiva, V. K., Dellow, G. D., Nayyerloo, M., and Sherson, A.: Simple buried pipeline fragility models based on data from the 2011 Canterbury earthquakes, NZGS Symposium 2021: Good grounds for the future, Dunedin, New Zealand, 2021.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 2.382392820612818, "sigma": 0.0827955012047804, "method": "Curve fitting", "mu_sigma_quality": 0.970490479054333, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.382, σ=0.083, R²=0.970; Mu/sigma can be used for reconstruction (quality: 0.970); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Modified Mercalli Intensity ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 13, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 7.75E-09 }, { "x": 2, "y": 2.50952101E-06 }, { "x": 3, "y": 7.379311537E-05 }, { "x": 4, "y": 0.00081260589804 }, { "x": 5, "y": 0.00522411307583 }, { "x": 6, "y": 0.02389488691153 }, { "x": 7, "y": 0.08641204003629 }, { "x": 8, "y": 0.26312923556576 }, { "x": 9, "y": 0.70263533884142 }, { "x": 10, "y": 1.69161568167832 }, { "x": 11, "y": 3.74520249506003 }, { "x": 12, "y": 7.73738332704184 } ] }, { "id": 1104, "curve_id": "E16.39", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Galvanised iron sub-mains, None-to-low liquefaction susceptibility class", "source_type": "Conference Proceeding", "source_abbrev": "Sadashiva et al. (2021)", "source_detail": "Sadashiva, V. K., Dellow, G. D., Nayyerloo, M., and Sherson, A.: Simple buried pipeline fragility models based on data from the 2011 Canterbury earthquakes, NZGS Symposium 2021: Good grounds for the future, Dunedin, New Zealand, 2021.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 2.3946350177418037, "sigma": 0.0695575259009773, "method": "Curve fitting", "mu_sigma_quality": 0.97193391748793578, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.395, σ=0.070, R²=0.972; Mu/sigma can be used for reconstruction (quality: 0.972); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Modified Mercalli Intensity ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 13, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 2E-09 }, { "x": 2, "y": 1.39012606E-06 }, { "x": 3, "y": 6.390454713E-05 }, { "x": 4, "y": 0.00096622523051 }, { "x": 5, "y": 0.00794338855116 }, { "x": 6, "y": 0.04441768813737 }, { "x": 7, "y": 0.19037091242831 }, { "x": 8, "y": 0.67158743608773 }, { "x": 9, "y": 2.04189557173205 }, { "x": 10, "y": 5.5211557124407 }, { "x": 11, "y": 13.5774538797016 }, { "x": 12, "y": 30.8730928889692 } ] }, { "id": 1105, "curve_id": "E16.4", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 5.9302657617069094, "sigma": 1.7447026869594922, "method": "Curve fitting", "mu_sigma_quality": 0.99696319829378055, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=5.930, σ=1.745, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.0024154215748 }, { "x": 2, "y": 0.00483084314961 }, { "x": 3, "y": 0.00724626472441 }, { "x": 4, "y": 0.00966168629921 }, { "x": 5, "y": 0.01207710787402 }, { "x": 6, "y": 0.01449252944882 }, { "x": 7, "y": 0.01690795102362 }, { "x": 8, "y": 0.01932337259843 }, { "x": 9, "y": 0.02173879417323 }, { "x": 10, "y": 0.02415421574803 }, { "x": 11, "y": 0.02656963732283 }, { "x": 12, "y": 0.02898505889764 }, { "x": 13, "y": 0.03140048047244 }, { "x": 14, "y": 0.03381590204724 }, { "x": 15, "y": 0.03623132362205 }, { "x": 16, "y": 0.03864674519685 }, { "x": 17, "y": 0.04106216677165 }, { "x": 18, "y": 0.04347758834646 }, { "x": 19, "y": 0.04589300992126 }, { "x": 20, "y": 0.04830843149606 }, { "x": 21, "y": 0.05072385307087 }, { "x": 22, "y": 0.05313927464567 }, { "x": 23, "y": 0.05555469622047 }, { "x": 24, "y": 0.05797011779528 }, { "x": 25, "y": 0.06038553937008 }, { "x": 26, "y": 0.06280096094488 }, { "x": 27, "y": 0.06521638251969 }, { "x": 28, "y": 0.06763180409449 }, { "x": 29, "y": 0.07004722566929 }, { "x": 30, "y": 0.07246264724409 }, { "x": 31, "y": 0.0748780688189 }, { "x": 32, "y": 0.0772934903937 }, { "x": 33, "y": 0.0797089119685 }, { "x": 34, "y": 0.08212433354331 }, { "x": 35, "y": 0.08453975511811 }, { "x": 36, "y": 0.08695517669291 }, { "x": 37, "y": 0.08937059826772 }, { "x": 38, "y": 0.09178601984252 }, { "x": 39, "y": 0.09420144141732 }, { "x": 40, "y": 0.09661686299213 }, { "x": 41, "y": 0.09903228456693 }, { "x": 42, "y": 0.10144770614173 }, { "x": 43, "y": 0.10386312771654 }, { "x": 44, "y": 0.10627854929134 }, { "x": 45, "y": 0.10869397086614 }, { "x": 46, "y": 0.11110939244094 }, { "x": 47, "y": 0.11352481401575 }, { "x": 48, "y": 0.11594023559055 }, { "x": 49, "y": 0.11835565716535 }, { "x": 50, "y": 0.12077107874016 }, { "x": 51, "y": 0.12318650031496 }, { "x": 52, "y": 0.12560192188976 }, { "x": 53, "y": 0.12801734346457 }, { "x": 54, "y": 0.13043276503937 }, { "x": 55, "y": 0.13284818661417 }, { "x": 56, "y": 0.13526360818898 }, { "x": 57, "y": 0.13767902976378 }, { "x": 58, "y": 0.14009445133858 }, { "x": 59, "y": 0.14250987291339 }, { "x": 60, "y": 0.14492529448819 }, { "x": 61, "y": 0.14734071606299 }, { "x": 62, "y": 0.1497561376378 }, { "x": 63, "y": 0.1521715592126 }, { "x": 64, "y": 0.1545869807874 }, { "x": 65, "y": 0.1570024023622 }, { "x": 66, "y": 0.15941782393701 }, { "x": 67, "y": 0.16183324551181 }, { "x": 68, "y": 0.16424866708661 }, { "x": 69, "y": 0.16666408866142 }, { "x": 70, "y": 0.16907951023622 }, { "x": 71, "y": 0.17149493181102 }, { "x": 72, "y": 0.17391035338583 }, { "x": 73, "y": 0.17632577496063 }, { "x": 74, "y": 0.17874119653543 }, { "x": 75, "y": 0.18115661811024 }, { "x": 76, "y": 0.18357203968504 }, { "x": 77, "y": 0.18598746125984 }, { "x": 78, "y": 0.18840288283465 }, { "x": 79, "y": 0.19081830440945 }, { "x": 80, "y": 0.19323372598425 } ] }, { "id": 1106, "curve_id": "E16.5", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Cast iron, cement joint type, 4 to 12 inches in diameter, without seismic design", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 5.9302657617069094, "sigma": 1.7447026869594922, "method": "Curve fitting", "mu_sigma_quality": 0.99696319829378055, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=5.930, σ=1.745, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.0024154215748 }, { "x": 2, "y": 0.00483084314961 }, { "x": 3, "y": 0.00724626472441 }, { "x": 4, "y": 0.00966168629921 }, { "x": 5, "y": 0.01207710787402 }, { "x": 6, "y": 0.01449252944882 }, { "x": 7, "y": 0.01690795102362 }, { "x": 8, "y": 0.01932337259843 }, { "x": 9, "y": 0.02173879417323 }, { "x": 10, "y": 0.02415421574803 }, { "x": 11, "y": 0.02656963732283 }, { "x": 12, "y": 0.02898505889764 }, { "x": 13, "y": 0.03140048047244 }, { "x": 14, "y": 0.03381590204724 }, { "x": 15, "y": 0.03623132362205 }, { "x": 16, "y": 0.03864674519685 }, { "x": 17, "y": 0.04106216677165 }, { "x": 18, "y": 0.04347758834646 }, { "x": 19, "y": 0.04589300992126 }, { "x": 20, "y": 0.04830843149606 }, { "x": 21, "y": 0.05072385307087 }, { "x": 22, "y": 0.05313927464567 }, { "x": 23, "y": 0.05555469622047 }, { "x": 24, "y": 0.05797011779528 }, { "x": 25, "y": 0.06038553937008 }, { "x": 26, "y": 0.06280096094488 }, { "x": 27, "y": 0.06521638251969 }, { "x": 28, "y": 0.06763180409449 }, { "x": 29, "y": 0.07004722566929 }, { "x": 30, "y": 0.07246264724409 }, { "x": 31, "y": 0.0748780688189 }, { "x": 32, "y": 0.0772934903937 }, { "x": 33, "y": 0.0797089119685 }, { "x": 34, "y": 0.08212433354331 }, { "x": 35, "y": 0.08453975511811 }, { "x": 36, "y": 0.08695517669291 }, { "x": 37, "y": 0.08937059826772 }, { "x": 38, "y": 0.09178601984252 }, { "x": 39, "y": 0.09420144141732 }, { "x": 40, "y": 0.09661686299213 }, { "x": 41, "y": 0.09903228456693 }, { "x": 42, "y": 0.10144770614173 }, { "x": 43, "y": 0.10386312771654 }, { "x": 44, "y": 0.10627854929134 }, { "x": 45, "y": 0.10869397086614 }, { "x": 46, "y": 0.11110939244094 }, { "x": 47, "y": 0.11352481401575 }, { "x": 48, "y": 0.11594023559055 }, { "x": 49, "y": 0.11835565716535 }, { "x": 50, "y": 0.12077107874016 }, { "x": 51, "y": 0.12318650031496 }, { "x": 52, "y": 0.12560192188976 }, { "x": 53, "y": 0.12801734346457 }, { "x": 54, "y": 0.13043276503937 }, { "x": 55, "y": 0.13284818661417 }, { "x": 56, "y": 0.13526360818898 }, { "x": 57, "y": 0.13767902976378 }, { "x": 58, "y": 0.14009445133858 }, { "x": 59, "y": 0.14250987291339 }, { "x": 60, "y": 0.14492529448819 }, { "x": 61, "y": 0.14734071606299 }, { "x": 62, "y": 0.1497561376378 }, { "x": 63, "y": 0.1521715592126 }, { "x": 64, "y": 0.1545869807874 }, { "x": 65, "y": 0.1570024023622 }, { "x": 66, "y": 0.15941782393701 }, { "x": 67, "y": 0.16183324551181 }, { "x": 68, "y": 0.16424866708661 }, { "x": 69, "y": 0.16666408866142 }, { "x": 70, "y": 0.16907951023622 }, { "x": 71, "y": 0.17149493181102 }, { "x": 72, "y": 0.17391035338583 }, { "x": 73, "y": 0.17632577496063 }, { "x": 74, "y": 0.17874119653543 }, { "x": 75, "y": 0.18115661811024 }, { "x": 76, "y": 0.18357203968504 }, { "x": 77, "y": 0.18598746125984 }, { "x": 78, "y": 0.18840288283465 }, { "x": 79, "y": 0.19081830440945 }, { "x": 80, "y": 0.19323372598425 } ] }, { "id": 1107, "curve_id": "E16.6", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Cast iron, cement joint type, corrosive soil, 4 to 12 inches in diameter, without seismic design", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 5.3926918335459613, "sigma": 1.5769508368818173, "method": "Curve fitting", "mu_sigma_quality": 0.99580475849284633, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=5.393, σ=1.577, R²=0.996; Mu/sigma can be used for reconstruction (quality: 0.996); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.00338159020472 }, { "x": 2, "y": 0.00676318040945 }, { "x": 3, "y": 0.01014477061417 }, { "x": 4, "y": 0.0135263608189 }, { "x": 5, "y": 0.01690795102362 }, { "x": 6, "y": 0.02028954122835 }, { "x": 7, "y": 0.02367113143307 }, { "x": 8, "y": 0.0270527216378 }, { "x": 9, "y": 0.03043431184252 }, { "x": 10, "y": 0.03381590204724 }, { "x": 11, "y": 0.03719749225197 }, { "x": 12, "y": 0.04057908245669 }, { "x": 13, "y": 0.04396067266142 }, { "x": 14, "y": 0.04734226286614 }, { "x": 15, "y": 0.05072385307087 }, { "x": 16, "y": 0.05410544327559 }, { "x": 17, "y": 0.05748703348031 }, { "x": 18, "y": 0.06086862368504 }, { "x": 19, "y": 0.06425021388976 }, { "x": 20, "y": 0.06763180409449 }, { "x": 21, "y": 0.07101339429921 }, { "x": 22, "y": 0.07439498450394 }, { "x": 23, "y": 0.07777657470866 }, { "x": 24, "y": 0.08115816491339 }, { "x": 25, "y": 0.08453975511811 }, { "x": 26, "y": 0.08792134532283 }, { "x": 27, "y": 0.09130293552756 }, { "x": 28, "y": 0.09468452573228 }, { "x": 29, "y": 0.09806611593701 }, { "x": 30, "y": 0.10144770614173 }, { "x": 31, "y": 0.10482929634646 }, { "x": 32, "y": 0.10821088655118 }, { "x": 33, "y": 0.11159247675591 }, { "x": 34, "y": 0.11497406696063 }, { "x": 35, "y": 0.11835565716535 }, { "x": 36, "y": 0.12173724737008 }, { "x": 37, "y": 0.1251188375748 }, { "x": 38, "y": 0.12850042777953 }, { "x": 39, "y": 0.13188201798425 }, { "x": 40, "y": 0.13526360818898 }, { "x": 41, "y": 0.1386451983937 }, { "x": 42, "y": 0.14202678859843 }, { "x": 43, "y": 0.14540837880315 }, { "x": 44, "y": 0.14878996900787 }, { "x": 45, "y": 0.1521715592126 }, { "x": 46, "y": 0.15555314941732 }, { "x": 47, "y": 0.15893473962205 }, { "x": 48, "y": 0.16231632982677 }, { "x": 49, "y": 0.1656979200315 }, { "x": 50, "y": 0.16907951023622 }, { "x": 51, "y": 0.17246110044094 }, { "x": 52, "y": 0.17584269064567 }, { "x": 53, "y": 0.17922428085039 }, { "x": 54, "y": 0.18260587105512 }, { "x": 55, "y": 0.18598746125984 }, { "x": 56, "y": 0.18936905146457 }, { "x": 57, "y": 0.19275064166929 }, { "x": 58, "y": 0.19613223187402 }, { "x": 59, "y": 0.19951382207874 }, { "x": 60, "y": 0.20289541228346 }, { "x": 61, "y": 0.20627700248819 }, { "x": 62, "y": 0.20965859269291 }, { "x": 63, "y": 0.21304018289764 }, { "x": 64, "y": 0.21642177310236 }, { "x": 65, "y": 0.21980336330709 }, { "x": 66, "y": 0.22318495351181 }, { "x": 67, "y": 0.22656654371654 }, { "x": 68, "y": 0.22994813392126 }, { "x": 69, "y": 0.23332972412598 }, { "x": 70, "y": 0.23671131433071 }, { "x": 71, "y": 0.24009290453543 }, { "x": 72, "y": 0.24347449474016 }, { "x": 73, "y": 0.24685608494488 }, { "x": 74, "y": 0.25023767514961 }, { "x": 75, "y": 0.25361926535433 }, { "x": 76, "y": 0.25700085555906 }, { "x": 77, "y": 0.26038244576378 }, { "x": 78, "y": 0.2637640359685 }, { "x": 79, "y": 0.26714562617323 }, { "x": 80, "y": 0.27052721637795 } ] }, { "id": 1108, "curve_id": "E16.7", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Cast iron, cement joint type, non-corrosive soil, 4 to 12 inches in diameter, without seismic design", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 6.5168931146457227, "sigma": 1.909794655304571, "method": "Curve fitting", "mu_sigma_quality": 0.997739325196513, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=6.517, σ=1.910, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.00169079510236 }, { "x": 2, "y": 0.00338159020472 }, { "x": 3, "y": 0.00507238530709 }, { "x": 4, "y": 0.00676318040945 }, { "x": 5, "y": 0.00845397551181 }, { "x": 6, "y": 0.01014477061417 }, { "x": 7, "y": 0.01183556571654 }, { "x": 8, "y": 0.0135263608189 }, { "x": 9, "y": 0.01521715592126 }, { "x": 10, "y": 0.01690795102362 }, { "x": 11, "y": 0.01859874612598 }, { "x": 12, "y": 0.02028954122835 }, { "x": 13, "y": 0.02198033633071 }, { "x": 14, "y": 0.02367113143307 }, { "x": 15, "y": 0.02536192653543 }, { "x": 16, "y": 0.0270527216378 }, { "x": 17, "y": 0.02874351674016 }, { "x": 18, "y": 0.03043431184252 }, { "x": 19, "y": 0.03212510694488 }, { "x": 20, "y": 0.03381590204724 }, { "x": 21, "y": 0.03550669714961 }, { "x": 22, "y": 0.03719749225197 }, { "x": 23, "y": 0.03888828735433 }, { "x": 24, "y": 0.04057908245669 }, { "x": 25, "y": 0.04226987755906 }, { "x": 26, "y": 0.04396067266142 }, { "x": 27, "y": 0.04565146776378 }, { "x": 28, "y": 0.04734226286614 }, { "x": 29, "y": 0.0490330579685 }, { "x": 30, "y": 0.05072385307087 }, { "x": 31, "y": 0.05241464817323 }, { "x": 32, "y": 0.05410544327559 }, { "x": 33, "y": 0.05579623837795 }, { "x": 34, "y": 0.05748703348031 }, { "x": 35, "y": 0.05917782858268 }, { "x": 36, "y": 0.06086862368504 }, { "x": 37, "y": 0.0625594187874 }, { "x": 38, "y": 0.06425021388976 }, { "x": 39, "y": 0.06594100899213 }, { "x": 40, "y": 0.06763180409449 }, { "x": 41, "y": 0.06932259919685 }, { "x": 42, "y": 0.07101339429921 }, { "x": 43, "y": 0.07270418940157 }, { "x": 44, "y": 0.07439498450394 }, { "x": 45, "y": 0.0760857796063 }, { "x": 46, "y": 0.07777657470866 }, { "x": 47, "y": 0.07946736981102 }, { "x": 48, "y": 0.08115816491339 }, { "x": 49, "y": 0.08284896001575 }, { "x": 50, "y": 0.08453975511811 }, { "x": 51, "y": 0.08623055022047 }, { "x": 52, "y": 0.08792134532283 }, { "x": 53, "y": 0.0896121404252 }, { "x": 54, "y": 0.09130293552756 }, { "x": 55, "y": 0.09299373062992 }, { "x": 56, "y": 0.09468452573228 }, { "x": 57, "y": 0.09637532083465 }, { "x": 58, "y": 0.09806611593701 }, { "x": 59, "y": 0.09975691103937 }, { "x": 60, "y": 0.10144770614173 }, { "x": 61, "y": 0.10313850124409 }, { "x": 62, "y": 0.10482929634646 }, { "x": 63, "y": 0.10652009144882 }, { "x": 64, "y": 0.10821088655118 }, { "x": 65, "y": 0.10990168165354 }, { "x": 66, "y": 0.11159247675591 }, { "x": 67, "y": 0.11328327185827 }, { "x": 68, "y": 0.11497406696063 }, { "x": 69, "y": 0.11666486206299 }, { "x": 70, "y": 0.11835565716535 }, { "x": 71, "y": 0.12004645226772 }, { "x": 72, "y": 0.12173724737008 }, { "x": 73, "y": 0.12342804247244 }, { "x": 74, "y": 0.1251188375748 }, { "x": 75, "y": 0.12680963267717 }, { "x": 76, "y": 0.12850042777953 }, { "x": 77, "y": 0.13019122288189 }, { "x": 78, "y": 0.13188201798425 }, { "x": 79, "y": 0.13357281308661 }, { "x": 80, "y": 0.13526360818898 } ] }, { "id": 1109, "curve_id": "E16.8", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Cast iron, rubber gasket joint type, 4 to 12 inches in diameter, without seismic design", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 6.2955083324452987, "sigma": 1.8493492734043973, "method": "Curve fitting", "mu_sigma_quality": 0.99748741534336927, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=6.296, σ=1.849, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.00193233725984 }, { "x": 2, "y": 0.00386467451969 }, { "x": 3, "y": 0.00579701177953 }, { "x": 4, "y": 0.00772934903937 }, { "x": 5, "y": 0.00966168629921 }, { "x": 6, "y": 0.01159402355906 }, { "x": 7, "y": 0.0135263608189 }, { "x": 8, "y": 0.01545869807874 }, { "x": 9, "y": 0.01739103533858 }, { "x": 10, "y": 0.01932337259843 }, { "x": 11, "y": 0.02125570985827 }, { "x": 12, "y": 0.02318804711811 }, { "x": 13, "y": 0.02512038437795 }, { "x": 14, "y": 0.0270527216378 }, { "x": 15, "y": 0.02898505889764 }, { "x": 16, "y": 0.03091739615748 }, { "x": 17, "y": 0.03284973341732 }, { "x": 18, "y": 0.03478207067717 }, { "x": 19, "y": 0.03671440793701 }, { "x": 20, "y": 0.03864674519685 }, { "x": 21, "y": 0.04057908245669 }, { "x": 22, "y": 0.04251141971654 }, { "x": 23, "y": 0.04444375697638 }, { "x": 24, "y": 0.04637609423622 }, { "x": 25, "y": 0.04830843149606 }, { "x": 26, "y": 0.05024076875591 }, { "x": 27, "y": 0.05217310601575 }, { "x": 28, "y": 0.05410544327559 }, { "x": 29, "y": 0.05603778053543 }, { "x": 30, "y": 0.05797011779528 }, { "x": 31, "y": 0.05990245505512 }, { "x": 32, "y": 0.06183479231496 }, { "x": 33, "y": 0.0637671295748 }, { "x": 34, "y": 0.06569946683465 }, { "x": 35, "y": 0.06763180409449 }, { "x": 36, "y": 0.06956414135433 }, { "x": 37, "y": 0.07149647861417 }, { "x": 38, "y": 0.07342881587402 }, { "x": 39, "y": 0.07536115313386 }, { "x": 40, "y": 0.0772934903937 }, { "x": 41, "y": 0.07922582765354 }, { "x": 42, "y": 0.08115816491339 }, { "x": 43, "y": 0.08309050217323 }, { "x": 44, "y": 0.08502283943307 }, { "x": 45, "y": 0.08695517669291 }, { "x": 46, "y": 0.08888751395276 }, { "x": 47, "y": 0.0908198512126 }, { "x": 48, "y": 0.09275218847244 }, { "x": 49, "y": 0.09468452573228 }, { "x": 50, "y": 0.09661686299213 }, { "x": 51, "y": 0.09854920025197 }, { "x": 52, "y": 0.10048153751181 }, { "x": 53, "y": 0.10241387477165 }, { "x": 54, "y": 0.1043462120315 }, { "x": 55, "y": 0.10627854929134 }, { "x": 56, "y": 0.10821088655118 }, { "x": 57, "y": 0.11014322381102 }, { "x": 58, "y": 0.11207556107087 }, { "x": 59, "y": 0.11400789833071 }, { "x": 60, "y": 0.11594023559055 }, { "x": 61, "y": 0.11787257285039 }, { "x": 62, "y": 0.11980491011024 }, { "x": 63, "y": 0.12173724737008 }, { "x": 64, "y": 0.12366958462992 }, { "x": 65, "y": 0.12560192188976 }, { "x": 66, "y": 0.12753425914961 }, { "x": 67, "y": 0.12946659640945 }, { "x": 68, "y": 0.13139893366929 }, { "x": 69, "y": 0.13333127092913 }, { "x": 70, "y": 0.13526360818898 }, { "x": 71, "y": 0.13719594544882 }, { "x": 72, "y": 0.13912828270866 }, { "x": 73, "y": 0.1410606199685 }, { "x": 74, "y": 0.14299295722835 }, { "x": 75, "y": 0.14492529448819 }, { "x": 76, "y": 0.14685763174803 }, { "x": 77, "y": 0.14878996900787 }, { "x": 78, "y": 0.15072230626772 }, { "x": 79, "y": 0.15265464352756 }, { "x": 80, "y": 0.1545869807874 } ] }, { "id": 1110, "curve_id": "E16.9", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Welded steel, lap-arc welded join type, 4 to 12 inches in diameter, without seismic design", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 6.7748103004238454, "sigma": 1.9777368018148809, "method": "Curve fitting", "mu_sigma_quality": 0.99798621657666431, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=6.775, σ=1.978, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.00144925294488 }, { "x": 2, "y": 0.00289850588976 }, { "x": 3, "y": 0.00434775883465 }, { "x": 4, "y": 0.00579701177953 }, { "x": 5, "y": 0.00724626472441 }, { "x": 6, "y": 0.00869551766929 }, { "x": 7, "y": 0.01014477061417 }, { "x": 8, "y": 0.01159402355906 }, { "x": 9, "y": 0.01304327650394 }, { "x": 10, "y": 0.01449252944882 }, { "x": 11, "y": 0.0159417823937 }, { "x": 12, "y": 0.01739103533858 }, { "x": 13, "y": 0.01884028828346 }, { "x": 14, "y": 0.02028954122835 }, { "x": 15, "y": 0.02173879417323 }, { "x": 16, "y": 0.02318804711811 }, { "x": 17, "y": 0.02463730006299 }, { "x": 18, "y": 0.02608655300787 }, { "x": 19, "y": 0.02753580595276 }, { "x": 20, "y": 0.02898505889764 }, { "x": 21, "y": 0.03043431184252 }, { "x": 22, "y": 0.0318835647874 }, { "x": 23, "y": 0.03333281773228 }, { "x": 24, "y": 0.03478207067717 }, { "x": 25, "y": 0.03623132362205 }, { "x": 26, "y": 0.03768057656693 }, { "x": 27, "y": 0.03912982951181 }, { "x": 28, "y": 0.04057908245669 }, { "x": 29, "y": 0.04202833540157 }, { "x": 30, "y": 0.04347758834646 }, { "x": 31, "y": 0.04492684129134 }, { "x": 32, "y": 0.04637609423622 }, { "x": 33, "y": 0.0478253471811 }, { "x": 34, "y": 0.04927460012598 }, { "x": 35, "y": 0.05072385307087 }, { "x": 36, "y": 0.05217310601575 }, { "x": 37, "y": 0.05362235896063 }, { "x": 38, "y": 0.05507161190551 }, { "x": 39, "y": 0.05652086485039 }, { "x": 40, "y": 0.05797011779528 }, { "x": 41, "y": 0.05941937074016 }, { "x": 42, "y": 0.06086862368504 }, { "x": 43, "y": 0.06231787662992 }, { "x": 44, "y": 0.0637671295748 }, { "x": 45, "y": 0.06521638251969 }, { "x": 46, "y": 0.06666563546457 }, { "x": 47, "y": 0.06811488840945 }, { "x": 48, "y": 0.06956414135433 }, { "x": 49, "y": 0.07101339429921 }, { "x": 50, "y": 0.07246264724409 }, { "x": 51, "y": 0.07391190018898 }, { "x": 52, "y": 0.07536115313386 }, { "x": 53, "y": 0.07681040607874 }, { "x": 54, "y": 0.07825965902362 }, { "x": 55, "y": 0.0797089119685 }, { "x": 56, "y": 0.08115816491339 }, { "x": 57, "y": 0.08260741785827 }, { "x": 58, "y": 0.08405667080315 }, { "x": 59, "y": 0.08550592374803 }, { "x": 60, "y": 0.08695517669291 }, { "x": 61, "y": 0.0884044296378 }, { "x": 62, "y": 0.08985368258268 }, { "x": 63, "y": 0.09130293552756 }, { "x": 64, "y": 0.09275218847244 }, { "x": 65, "y": 0.09420144141732 }, { "x": 66, "y": 0.0956506943622 }, { "x": 67, "y": 0.09709994730709 }, { "x": 68, "y": 0.09854920025197 }, { "x": 69, "y": 0.09999845319685 }, { "x": 70, "y": 0.10144770614173 }, { "x": 71, "y": 0.10289695908661 }, { "x": 72, "y": 0.1043462120315 }, { "x": 73, "y": 0.10579546497638 }, { "x": 74, "y": 0.10724471792126 }, { "x": 75, "y": 0.10869397086614 }, { "x": 76, "y": 0.11014322381102 }, { "x": 77, "y": 0.11159247675591 }, { "x": 78, "y": 0.11304172970079 }, { "x": 79, "y": 0.11449098264567 }, { "x": 80, "y": 0.11594023559055 } ] }, { "id": 1111, "curve_id": "E17.1", "sector": "Water", "ci_type": "Others", "ci_desc": "Small pumping plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.543117579865942, "sigma": 0.91535908847466074, "method": "Curve fitting", "mu_sigma_quality": 0.9993870458111348, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.543, σ=0.915, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00332504249404 }, { "x": 0.1, "y": 0.02295334832305 }, { "x": 0.15, "y": 0.05952849173227 }, { "x": 0.2, "y": 0.10842512560599 }, { "x": 0.25, "y": 0.16412927187933 }, { "x": 0.3, "y": 0.22219986725916 }, { "x": 0.35, "y": 0.27965112573651 }, { "x": 0.4, "y": 0.33468737237057 }, { "x": 0.45, "y": 0.38634293518231 }, { "x": 0.5, "y": 0.43418951018628 }, { "x": 0.55, "y": 0.47813036236449 }, { "x": 0.6, "y": 0.51826414242595 }, { "x": 0.65, "y": 0.55479760570791 }, { "x": 0.7, "y": 0.58799089149483 }, { "x": 0.75, "y": 0.61812394225628 }, { "x": 0.8, "y": 0.64547646064342 }, { "x": 0.85, "y": 0.67031645197962 }, { "x": 0.9, "y": 0.69289415812079 }, { "x": 0.95, "y": 0.71343933265559 }, { "x": 1, "y": 0.73216054605927 }, { "x": 1.05, "y": 0.74924568507481 }, { "x": 1.1, "y": 0.76486311681888 }, { "x": 1.15, "y": 0.77916318530764 }, { "x": 1.2, "y": 0.79227983504921 }, { "x": 1.25, "y": 0.80433223793528 }, { "x": 1.3, "y": 0.81542635188356 }, { "x": 1.35, "y": 0.82565637285674 }, { "x": 1.4, "y": 0.83510606269904 }, { "x": 1.45, "y": 0.84384994803373 }, { "x": 1.5, "y": 0.85195439308874 }, { "x": 1.55, "y": 0.85947855361391 }, { "x": 1.6, "y": 0.86647522123432 }, { "x": 1.65, "y": 0.87299156844138 }, { "x": 1.7, "y": 0.8790698044734 }, { "x": 1.75, "y": 0.88474775191527 }, { "x": 1.8, "y": 0.89005935316833 }, { "x": 1.85, "y": 0.89503511514328 }, { "x": 1.9, "y": 0.89970249969664 }, { "x": 1.95, "y": 0.90408626651511 }, { "x": 2, "y": 0.90820877438238 }, { "x": 2.05, "y": 0.91209024605412 }, { "x": 2.1, "y": 0.91574900132488 }, { "x": 2.15, "y": 0.91920166229659 }, { "x": 2.2, "y": 0.92246333434915 }, { "x": 2.25, "y": 0.92554776586482 }, { "x": 2.3, "y": 0.92846748936482 }, { "x": 2.35, "y": 0.93123394637278 }, { "x": 2.4, "y": 0.93385759801964 }, { "x": 2.45, "y": 0.93634802314436 }, { "x": 2.5, "y": 0.93871400541786 }, { "x": 2.55, "y": 0.94096361082125 }, { "x": 2.6, "y": 0.94310425663847 }, { "x": 2.65, "y": 0.94514277297574 }, { "x": 2.7, "y": 0.9470854576914 }, { "x": 2.75, "y": 0.94893812550866 }, { "x": 2.8, "y": 0.95070615198669 }, { "x": 2.85, "y": 0.95239451294152 }, { "x": 2.9, "y": 0.9540078198353 }, { "x": 2.95, "y": 0.95555035158871 }, { "x": 3, "y": 0.95702608321618 }, { "x": 3.05, "y": 0.95843871163516 }, { "x": 3.1, "y": 0.95979167895901 }, { "x": 3.15, "y": 0.96108819354599 }, { "x": 3.2, "y": 0.96233124904501 }, { "x": 3.25, "y": 0.96352364165081 }, { "x": 3.3, "y": 0.96466798575641 }, { "x": 3.35, "y": 0.96576672816952 }, { "x": 3.4, "y": 0.96682216104041 }, { "x": 3.45, "y": 0.96783643363232 }, { "x": 3.5, "y": 0.96881156305087 }, { "x": 3.55, "y": 0.96974944403604 }, { "x": 3.6, "y": 0.97065185790912 }, { "x": 3.65, "y": 0.97152048075674 }, { "x": 3.7, "y": 0.97235689092569 }, { "x": 3.75, "y": 0.9731625758941 }, { "x": 3.8, "y": 0.97393893857773 }, { "x": 3.85, "y": 0.97468730312412 }, { "x": 3.9, "y": 0.97540892024186 }, { "x": 3.94999999999999, "y": 0.97610497210721 }, { "x": 3.99999999999999, "y": 0.97677657688642 } ] }, { "id": 1112, "curve_id": "E17.2", "sector": "Water", "ci_type": "Others", "ci_desc": "Small pumping plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.652831155338598, "sigma": 0.98736174917873365, "method": "Curve fitting", "mu_sigma_quality": 0.99890257984973285, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.653, σ=0.987, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00289298645715 }, { "x": 0.1, "y": 0.02390747531881 }, { "x": 0.15, "y": 0.06983428328415 }, { "x": 0.2, "y": 0.13593105037143 }, { "x": 0.25, "y": 0.20944474923567 }, { "x": 0.3, "y": 0.28072410234393 }, { "x": 0.35, "y": 0.34539845253155 }, { "x": 0.4, "y": 0.40246492143439 }, { "x": 0.45, "y": 0.45243143882607 }, { "x": 0.5, "y": 0.49627596105904 }, { "x": 0.55, "y": 0.53499067124955 }, { "x": 0.6, "y": 0.56942726513389 }, { "x": 0.65, "y": 0.6002716472126 }, { "x": 0.7, "y": 0.62806443968223 }, { "x": 0.75, "y": 0.65323180105708 }, { "x": 0.8, "y": 0.67611363536573 }, { "x": 0.85, "y": 0.69698580015768 }, { "x": 0.9, "y": 0.71607646352527 }, { "x": 0.95, "y": 0.73357778468678 }, { "x": 1, "y": 0.74965416385886 }, { "x": 1.05, "y": 0.76444808298835 }, { "x": 1.1, "y": 0.7780842924905 }, { "x": 1.15, "y": 0.79067287312364 }, { "x": 1.2, "y": 0.80231153267567 }, { "x": 1.25, "y": 0.8130873777406 }, { "x": 1.3, "y": 0.8230783196936 }, { "x": 1.35, "y": 0.83235421999744 }, { "x": 1.4, "y": 0.84097784457441 }, { "x": 1.45, "y": 0.84900567395582 }, { "x": 1.5, "y": 0.85648860100801 }, { "x": 1.55, "y": 0.86347253837359 }, { "x": 1.6, "y": 0.86999895148287 }, { "x": 1.65, "y": 0.87610532886627 }, { "x": 1.7, "y": 0.88182559875134 }, { "x": 1.75, "y": 0.88719049905868 }, { "x": 1.8, "y": 0.89222790660344 }, { "x": 1.85, "y": 0.8969631303626 }, { "x": 1.9, "y": 0.90141917295713 }, { "x": 1.95, "y": 0.90561696394327 }, { "x": 2, "y": 0.90957556805892 }, { "x": 2.05, "y": 0.9133123711976 }, { "x": 2.1, "y": 0.91684324656456 }, { "x": 2.15, "y": 0.92018270319357 }, { "x": 2.2, "y": 0.92334401876096 }, { "x": 2.25, "y": 0.92633935841937 }, { "x": 2.3, "y": 0.9291798811839 }, { "x": 2.35, "y": 0.93187583523349 }, { "x": 2.4, "y": 0.93443664334017 }, { "x": 2.45, "y": 0.93687097950361 }, { "x": 2.5, "y": 0.93918683774902 }, { "x": 2.55, "y": 0.9413915939393 }, { "x": 2.6, "y": 0.9434920613576 }, { "x": 2.65, "y": 0.94549454073165 }, { "x": 2.7, "y": 0.94740486529654 }, { "x": 2.75, "y": 0.94922844142554 }, { "x": 2.8, "y": 0.95097028529991 }, { "x": 2.85, "y": 0.9526350560357 }, { "x": 2.9, "y": 0.95422708563959 }, { "x": 2.95, "y": 0.9557504061242 }, { "x": 3, "y": 0.957208774077 }, { "x": 3.05, "y": 0.95860569294465 }, { "x": 3.1, "y": 0.95994443326579 }, { "x": 3.15, "y": 0.96122805106007 }, { "x": 3.2, "y": 0.96245940455855 }, { "x": 3.25, "y": 0.96364116944082 }, { "x": 3.3, "y": 0.96477585272619 }, { "x": 3.35, "y": 0.96586580545108 }, { "x": 3.4, "y": 0.96691323425018 }, { "x": 3.45, "y": 0.96792021194711 }, { "x": 3.5, "y": 0.96888868724901 }, { "x": 3.55, "y": 0.96982049362967 }, { "x": 3.6, "y": 0.97071735747739 }, { "x": 3.65, "y": 0.97158090557555 }, { "x": 3.7, "y": 0.9724126719775 }, { "x": 3.75, "y": 0.97321410433062 }, { "x": 3.8, "y": 0.97398656969954 }, { "x": 3.85, "y": 0.97473135993295 }, { "x": 3.9, "y": 0.97544969661459 }, { "x": 3.94999999999999, "y": 0.97614273563471 }, { "x": 3.99999999999999, "y": 0.97681157141503 } ] }, { "id": 1113, "curve_id": "E17.3", "sector": "Water", "ci_type": "Others", "ci_desc": "Medium/large pumping plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.464384791748612, "sigma": 0.91423128295943812, "method": "Curve fitting", "mu_sigma_quality": 0.9999120284581261, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.464, σ=0.914, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00397603774769 }, { "x": 0.1, "y": 0.0231904956006 }, { "x": 0.15, "y": 0.05726203085557 }, { "x": 0.2, "y": 0.10200739130366 }, { "x": 0.25, "y": 0.15249621243197 }, { "x": 0.3, "y": 0.2049632507664 }, { "x": 0.35, "y": 0.25699714586702 }, { "x": 0.4, "y": 0.30719030058033 }, { "x": 0.45, "y": 0.35478656467852 }, { "x": 0.5, "y": 0.39943161034234 }, { "x": 0.55, "y": 0.44101312330336 }, { "x": 0.6, "y": 0.47956182161367 }, { "x": 0.65, "y": 0.51519061481739 }, { "x": 0.7, "y": 0.5480571478246 }, { "x": 0.75, "y": 0.57834067778315 }, { "x": 0.8, "y": 0.60622781522385 }, { "x": 0.85, "y": 0.63190381354286 }, { "x": 0.9, "y": 0.65554737132134 }, { "x": 0.95, "y": 0.67732767802006 }, { "x": 1, "y": 0.69740289824133 }, { "x": 1.05, "y": 0.71591957657067 }, { "x": 1.1, "y": 0.73301262538501 }, { "x": 1.15, "y": 0.74880567351964 }, { "x": 1.2, "y": 0.76341162888046 }, { "x": 1.25, "y": 0.77693335773925 }, { "x": 1.3, "y": 0.78946441661278 }, { "x": 1.35, "y": 0.80108979496677 }, { "x": 1.4, "y": 0.81188664211655 }, { "x": 1.45, "y": 0.82192496196534 }, { "x": 1.5, "y": 0.83126826617873 }, { "x": 1.55, "y": 0.83997418108022 }, { "x": 1.6, "y": 0.8480950066713 }, { "x": 1.65, "y": 0.85567822821641 }, { "x": 1.7, "y": 0.86276698212018 }, { "x": 1.75, "y": 0.86940047859687 }, { "x": 1.8, "y": 0.87561438405024 }, { "x": 1.85, "y": 0.88144116626269 }, { "x": 1.9, "y": 0.88691040551327 }, { "x": 1.95, "y": 0.89204907466235 }, { "x": 2, "y": 0.89688179109556 }, { "x": 2.05, "y": 0.90143104323675 }, { "x": 2.1, "y": 0.90571739414 }, { "x": 2.15, "y": 0.90975966446411 }, { "x": 2.2, "y": 0.91357509693048 }, { "x": 2.25, "y": 0.91717950416941 }, { "x": 2.3, "y": 0.92058740167621 }, { "x": 2.35, "y": 0.92381212742733 }, { "x": 2.4, "y": 0.92686594954886 }, { "x": 2.45, "y": 0.92976016328615 }, { "x": 2.5, "y": 0.93250517839238 }, { "x": 2.55, "y": 0.93511059793596 }, { "x": 2.6, "y": 0.93758528942018 }, { "x": 2.65, "y": 0.93993744901316 }, { "x": 2.7, "y": 0.94217465960065 }, { "x": 2.75, "y": 0.94430394329772 }, { "x": 2.8, "y": 0.94633180898711 }, { "x": 2.85, "y": 0.94826429539136 }, { "x": 2.9, "y": 0.95010701013113 }, { "x": 2.95, "y": 0.95186516517431 }, { "x": 3, "y": 0.95354360903712 }, { "x": 3.05, "y": 0.95514685606019 }, { "x": 3.1, "y": 0.95667911304865 }, { "x": 3.15, "y": 0.95814430353454 }, { "x": 3.2, "y": 0.95954608989333 }, { "x": 3.25, "y": 0.96088789352166 }, { "x": 3.3, "y": 0.96217291326254 }, { "x": 3.35, "y": 0.96340414224462 }, { "x": 3.4, "y": 0.96458438328547 }, { "x": 3.45, "y": 0.96571626299334 }, { "x": 3.5, "y": 0.96680224468846 }, { "x": 3.55, "y": 0.9678446402527 }, { "x": 3.6, "y": 0.96884562100557 }, { "x": 3.65, "y": 0.96980722769501 }, { "x": 3.7, "y": 0.97073137968248 }, { "x": 3.75, "y": 0.97161988339432 }, { "x": 3.8, "y": 0.97247444010433 }, { "x": 3.85, "y": 0.97329665310617 }, { "x": 3.9, "y": 0.97408803432871 }, { "x": 3.94999999999999, "y": 0.97485001044246 }, { "x": 3.99999999999999, "y": 0.97558392850049 } ] }, { "id": 1114, "curve_id": "E17.4", "sector": "Water", "ci_type": "Others", "ci_desc": "Medium/large pumping plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.57266429706437, "sigma": 0.993416539307606, "method": "Curve fitting", "mu_sigma_quality": 0.99960325655408955, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.573, σ=0.993, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00288330678266 }, { "x": 0.1, "y": 0.02348613762392 }, { "x": 0.15, "y": 0.06756782240745 }, { "x": 0.2, "y": 0.13001834969855 }, { "x": 0.25, "y": 0.19856832037316 }, { "x": 0.3, "y": 0.26432030567214 }, { "x": 0.35, "y": 0.32355632649363 }, { "x": 0.4, "y": 0.37571264152783 }, { "x": 0.45, "y": 0.42153574325042 }, { "x": 0.5, "y": 0.46209278469604 }, { "x": 0.55, "y": 0.4983676757476 }, { "x": 0.6, "y": 0.53114717654768 }, { "x": 0.65, "y": 0.56102409834243 }, { "x": 0.7, "y": 0.58843622015263 }, { "x": 0.75, "y": 0.61370818232577 }, { "x": 0.8, "y": 0.63708580372732 }, { "x": 0.85, "y": 0.65876119926328 }, { "x": 0.9, "y": 0.67889008051272 }, { "x": 0.95, "y": 0.69760323561326 }, { "x": 1, "y": 0.71501396330445 }, { "x": 1.05, "y": 0.73122281276189 }, { "x": 1.1, "y": 0.74632058287273 }, { "x": 1.15, "y": 0.76039022373198 }, { "x": 1.2, "y": 0.77350806018873 }, { "x": 1.25, "y": 0.78574460499564 }, { "x": 1.3, "y": 0.79716512838872 }, { "x": 1.35, "y": 0.80783008585975 }, { "x": 1.4, "y": 0.81779546467998 }, { "x": 1.45, "y": 0.82711308413069 }, { "x": 1.5, "y": 0.8358308688073 }, { "x": 1.55, "y": 0.84399310510112 }, { "x": 1.6, "y": 0.85164068563428 }, { "x": 1.65, "y": 0.85881134349683 }, { "x": 1.7, "y": 0.86553987664396 }, { "x": 1.75, "y": 0.87185836215314 }, { "x": 1.8, "y": 0.87779635984524 }, { "x": 1.85, "y": 0.88338110481783 }, { "x": 1.9, "y": 0.8886376885922 }, { "x": 1.95, "y": 0.89358922876323 }, { "x": 2, "y": 0.89825702722431 }, { "x": 2.05, "y": 0.90266071719903 }, { "x": 2.1, "y": 0.90681839943876 }, { "x": 2.15, "y": 0.91074676804203 }, { "x": 2.2, "y": 0.91446122641831 }, { "x": 2.25, "y": 0.91797599396087 }, { "x": 2.3, "y": 0.92130420401483 }, { "x": 2.35, "y": 0.92445799373137 }, { "x": 2.4, "y": 0.92744858639182 }, { "x": 2.45, "y": 0.93028636676869 }, { "x": 2.5, "y": 0.93298095006748 }, { "x": 2.55, "y": 0.93554124496558 }, { "x": 2.6, "y": 0.93797551123476 }, { "x": 2.65, "y": 0.9402914124019 }, { "x": 2.7, "y": 0.94249606387128 }, { "x": 2.75, "y": 0.94459607690033 }, { "x": 2.8, "y": 0.94659759879027 }, { "x": 2.85, "y": 0.94850634962432 }, { "x": 2.9, "y": 0.95032765585845 }, { "x": 2.95, "y": 0.95206648104383 }, { "x": 3, "y": 0.9537274539363 }, { "x": 3.05, "y": 0.95531489422547 }, { "x": 3.1, "y": 0.95683283609573 }, { "x": 3.15, "y": 0.95828504981223 }, { "x": 3.2, "y": 0.9596750615077 }, { "x": 3.25, "y": 0.96100617132973 }, { "x": 3.3, "y": 0.96228147009386 }, { "x": 3.35, "y": 0.96350385457436 }, { "x": 3.4, "y": 0.96467604155256 }, { "x": 3.45, "y": 0.96580058073165 }, { "x": 3.5, "y": 0.9668798666168 }, { "x": 3.55, "y": 0.96791614945047 }, { "x": 3.6, "y": 0.96891154528439 }, { "x": 3.65, "y": 0.9698680452627 }, { "x": 3.7, "y": 0.9707875241832 }, { "x": 3.75, "y": 0.97167174839845 }, { "x": 3.8, "y": 0.97252238311216 }, { "x": 3.85, "y": 0.97334099912176 }, { "x": 3.9, "y": 0.97412907905317 }, { "x": 3.94999999999999, "y": 0.97488802313002 }, { "x": 3.99999999999999, "y": 0.97561915451543 } ] }, { "id": 1115, "curve_id": "E18.1", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Small wastewater treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.796190513555356, "sigma": 0.6204933062222765, "method": "Curve fitting", "mu_sigma_quality": 0.9993755421970828, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.796, σ=0.620, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 6.80591875E-06 }, { "x": 0.1, "y": 0.00210407867542 }, { "x": 0.15, "y": 0.02084380605309 }, { "x": 0.2, "y": 0.07109911500388 }, { "x": 0.25, "y": 0.15012792284678 }, { "x": 0.3, "y": 0.24453821024797 }, { "x": 0.35, "y": 0.34112163250261 }, { "x": 0.4, "y": 0.43139342008088 }, { "x": 0.45, "y": 0.51147806185907 }, { "x": 0.5, "y": 0.58051143481031 }, { "x": 0.55, "y": 0.63917357641992 }, { "x": 0.6, "y": 0.68874774536044 }, { "x": 0.65, "y": 0.73062456394972 }, { "x": 0.7, "y": 0.76608325393425 }, { "x": 0.75, "y": 0.79621929573357 }, { "x": 0.8, "y": 0.82193970183903 }, { "x": 0.85, "y": 0.84398450373362 }, { "x": 0.9, "y": 0.86295494495684 }, { "x": 0.95, "y": 0.87934027299052 }, { "x": 1, "y": 0.89354044523886 }, { "x": 1.05, "y": 0.90588440369717 }, { "x": 1.1, "y": 0.91664443915959 }, { "x": 1.15, "y": 0.92604738207926 }, { "x": 1.2, "y": 0.93428331743424 }, { "x": 1.25, "y": 0.94151240160385 }, { "x": 1.3, "y": 0.94787023257802 }, { "x": 1.35, "y": 0.95347211591756 }, { "x": 1.4, "y": 0.95841648303533 }, { "x": 1.45, "y": 0.96278765348517 }, { "x": 1.5, "y": 0.96665808490013 }, { "x": 1.55, "y": 0.97009021893725 }, { "x": 1.6, "y": 0.97313800568977 }, { "x": 1.65, "y": 0.9758481699415 }, { "x": 1.7, "y": 0.97826126846681 }, { "x": 1.75, "y": 0.98041257696106 }, { "x": 1.8, "y": 0.98233283714613 }, { "x": 1.85, "y": 0.98404888844499 }, { "x": 1.9, "y": 0.98558420386273 }, { "x": 1.95, "y": 0.98695934599826 }, { "x": 2, "y": 0.98819235618252 }, { "x": 2.05, "y": 0.98929908741237 }, { "x": 2.1, "y": 0.99029348988397 }, { "x": 2.15, "y": 0.99118785642466 }, { "x": 2.2, "y": 0.99199303390053 }, { "x": 2.25, "y": 0.99271860567852 }, { "x": 2.3, "y": 0.99337304940265 }, { "x": 2.35, "y": 0.99396387366841 }, { "x": 2.4, "y": 0.99449773661933 }, { "x": 2.45, "y": 0.99498054902486 }, { "x": 2.5, "y": 0.99541756401014 }, { "x": 2.55, "y": 0.99581345528369 }, { "x": 2.6, "y": 0.99617238543597 }, { "x": 2.65, "y": 0.99649806565225 }, { "x": 2.7, "y": 0.99679380798967 }, { "x": 2.75, "y": 0.99706257120396 }, { "x": 2.8, "y": 0.99730700097269 }, { "x": 2.85, "y": 0.99752946524341 }, { "x": 2.9, "y": 0.99773208533474 }, { "x": 2.95, "y": 0.99791676333225 }, { "x": 3, "y": 0.99808520624795 }, { "x": 3.05, "y": 0.99823894734902 }, { "x": 3.1, "y": 0.99837936500775 }, { "x": 3.15, "y": 0.99850769937819 }, { "x": 3.2, "y": 0.9986250671651 }, { "x": 3.25, "y": 0.99873247471657 }, { "x": 3.3, "y": 0.99883082964191 }, { "x": 3.35, "y": 0.99892095113077 }, { "x": 3.4, "y": 0.9990035791272 }, { "x": 3.45, "y": 0.99907938249335 }, { "x": 3.5, "y": 0.99914896628043 }, { "x": 3.55, "y": 0.99921287821038 }, { "x": 3.6, "y": 0.9992716144589 }, { "x": 3.65, "y": 0.99932562481951 }, { "x": 3.7, "y": 0.99937531731876 }, { "x": 3.75, "y": 0.9994210623442 }, { "x": 3.8, "y": 0.99946319633971 }, { "x": 3.85, "y": 0.99950202511593 }, { "x": 3.9, "y": 0.99953782681833 }, { "x": 3.94999999999999, "y": 0.99957085459032 }, { "x": 3.99999999999999, "y": 0.99960133896445 } ] }, { "id": 1116, "curve_id": "E18.2", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Small wastewater treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.916012235625973, "sigma": 0.72039809283399137, "method": "Curve fitting", "mu_sigma_quality": 0.999707159556619, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.916, σ=0.720, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00015275371273 }, { "x": 0.1, "y": 0.01263785804218 }, { "x": 0.15, "y": 0.06589740418053 }, { "x": 0.2, "y": 0.15496294305672 }, { "x": 0.25, "y": 0.25640428777148 }, { "x": 0.3, "y": 0.35287881097191 }, { "x": 0.35, "y": 0.43767810920907 }, { "x": 0.4, "y": 0.5102967109041 }, { "x": 0.45, "y": 0.57235460043223 }, { "x": 0.5, "y": 0.62570021858571 }, { "x": 0.55, "y": 0.67185394203722 }, { "x": 0.6, "y": 0.7119722311188 }, { "x": 0.65, "y": 0.74694056053231 }, { "x": 0.7, "y": 0.77746326741943 }, { "x": 0.75, "y": 0.80412372911978 }, { "x": 0.8, "y": 0.82741960409632 }, { "x": 0.85, "y": 0.84778260142492 }, { "x": 0.9, "y": 0.86558994596226 }, { "x": 0.95, "y": 0.88117178377606 }, { "x": 1, "y": 0.89481671610711 }, { "x": 1.05, "y": 0.90677646553734 }, { "x": 1.1, "y": 0.91727007537979 }, { "x": 1.15, "y": 0.92648777013083 }, { "x": 1.2, "y": 0.93459449904747 }, { "x": 1.25, "y": 0.9417331558333 }, { "x": 1.3, "y": 0.94802746881172 }, { "x": 1.35, "y": 0.95358456629298 }, { "x": 1.4, "y": 0.95849723218502 }, { "x": 1.45, "y": 0.96284587433159 }, { "x": 1.5, "y": 0.96670023223341 }, { "x": 1.55, "y": 0.97012085230174 }, { "x": 1.6, "y": 0.97316035839398 }, { "x": 1.65, "y": 0.97586454379179 }, { "x": 1.7, "y": 0.97827330854167 }, { "x": 1.75, "y": 0.98042146356372 }, { "x": 1.8, "y": 0.98233942039029 }, { "x": 1.85, "y": 0.98405378296903 }, { "x": 1.9, "y": 0.98558785573474 }, { "x": 1.95, "y": 0.98696208015455 }, { "x": 2, "y": 0.98819441019 }, { "x": 2.05, "y": 0.98930063558727 }, { "x": 2.1, "y": 0.9902946605853 }, { "x": 2.15, "y": 0.99118874449941 }, { "x": 2.2, "y": 0.99199370967224 }, { "x": 2.25, "y": 0.99271912146257 }, { "x": 2.3, "y": 0.99337344424543 }, { "x": 2.35, "y": 0.99396417680652 }, { "x": 2.4, "y": 0.99449797001307 }, { "x": 2.45, "y": 0.99498072922005 }, { "x": 2.5, "y": 0.99541770351079 }, { "x": 2.55, "y": 0.99581356356731 }, { "x": 2.6, "y": 0.99617246970689 }, { "x": 2.65, "y": 0.99649813140244 }, { "x": 2.7, "y": 0.99679385941735 }, { "x": 2.75, "y": 0.99706261152714 }, { "x": 2.8, "y": 0.99730703266457 }, { "x": 2.85, "y": 0.99752949020977 }, { "x": 2.9, "y": 0.99773210504786 }, { "x": 2.95, "y": 0.99791677893238 }, { "x": 3, "y": 0.99808521862033 }, { "x": 3.05, "y": 0.9982389571826 }, { "x": 3.1, "y": 0.99837937283998 }, { "x": 3.15, "y": 0.99850770562927 }, { "x": 3.2, "y": 0.99862507216434 }, { "x": 3.25, "y": 0.9987324787226 }, { "x": 3.3, "y": 0.99883083285831 }, { "x": 3.35, "y": 0.99892095371811 }, { "x": 3.4, "y": 0.99900358121242 }, { "x": 3.45, "y": 0.99907938417698 }, { "x": 3.5, "y": 0.99914896764226 }, { "x": 3.55, "y": 0.99921287931387 }, { "x": 3.6, "y": 0.99927161535461 }, { "x": 3.65, "y": 0.99932562554781 }, { "x": 3.7, "y": 0.99937531791192 }, { "x": 3.75, "y": 0.9994210628281 }, { "x": 3.8, "y": 0.99946319673512 }, { "x": 3.85, "y": 0.99950202543954 }, { "x": 3.9, "y": 0.99953782708359 }, { "x": 3.94999999999999, "y": 0.99957085480808 }, { "x": 3.99999999999999, "y": 0.99960133914349 } ] }, { "id": 1117, "curve_id": "E18.3", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Medium waste water treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.423859514473751, "sigma": 0.6251286697728512, "method": "Curve fitting", "mu_sigma_quality": 0.99904782383466639, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.424, σ=0.625, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 9.87706E-08 }, { "x": 0.1, "y": 0.00012826641556 }, { "x": 0.15, "y": 0.00257092584228 }, { "x": 0.2, "y": 0.0135396767248 }, { "x": 0.25, "y": 0.03883345282874 }, { "x": 0.3, "y": 0.07989746570336 }, { "x": 0.35, "y": 0.13412623681286 }, { "x": 0.4, "y": 0.19693606395905 }, { "x": 0.45, "y": 0.26360751269708 }, { "x": 0.5, "y": 0.33029147126176 }, { "x": 0.55, "y": 0.39430748294933 }, { "x": 0.6, "y": 0.45404564481496 }, { "x": 0.65, "y": 0.50871961337986 }, { "x": 0.7, "y": 0.5581085980151 }, { "x": 0.75, "y": 0.60234493701148 }, { "x": 0.8, "y": 0.64175939495204 }, { "x": 0.85, "y": 0.67677732408742 }, { "x": 0.9, "y": 0.70785345221405 }, { "x": 0.95, "y": 0.73543361067454 }, { "x": 1, "y": 0.75993418095409 }, { "x": 1.05, "y": 0.78173265057034 }, { "x": 1.1, "y": 0.80116481471293 }, { "x": 1.15, "y": 0.81852573433228 }, { "x": 1.2, "y": 0.83407264438483 }, { "x": 1.25, "y": 0.84802872034215 }, { "x": 1.3, "y": 0.8605870680581 }, { "x": 1.35, "y": 0.87191458707437 }, { "x": 1.4, "y": 0.88215553089032 }, { "x": 1.45, "y": 0.89143469042899 }, { "x": 1.5, "y": 0.8998601855958 }, { "x": 1.55, "y": 0.90752588155015 }, { "x": 1.6, "y": 0.91451346187375 }, { "x": 1.65, "y": 0.92089419692761 }, { "x": 1.7, "y": 0.92673044646227 }, { "x": 1.75, "y": 0.93207693347751 }, { "x": 1.8, "y": 0.93698182290513 }, { "x": 1.85, "y": 0.94148763477332 }, { "x": 1.9, "y": 0.94563201758755 }, { "x": 1.95, "y": 0.94944840398348 }, { "x": 2, "y": 0.95296656739028 }, { "x": 2.05, "y": 0.95621309552572 }, { "x": 2.1, "y": 0.95921179402346 }, { "x": 2.15, "y": 0.96198403133949 }, { "x": 2.2, "y": 0.96454903426089 }, { "x": 2.25, "y": 0.9669241418056 }, { "x": 2.3, "y": 0.96912502401585 }, { "x": 2.35, "y": 0.97116587107437 }, { "x": 2.4, "y": 0.97305955727773 }, { "x": 2.45, "y": 0.97481778365724 }, { "x": 2.5, "y": 0.9764512024192 }, { "x": 2.55, "y": 0.97796952586271 }, { "x": 2.6, "y": 0.97938162200626 }, { "x": 2.65, "y": 0.98069559879994 }, { "x": 2.7, "y": 0.98191887850486 }, { "x": 2.75, "y": 0.9830582635762 }, { "x": 2.8, "y": 0.98411999518149 }, { "x": 2.85, "y": 0.98510980531505 }, { "x": 2.9, "y": 0.98603296332695 }, { "x": 2.95, "y": 0.98689431756497 }, { "x": 3, "y": 0.98769833272806 }, { "x": 3.05, "y": 0.9884491234452 }, { "x": 3.1, "y": 0.98915048452261 }, { "x": 3.15, "y": 0.98980591824191 }, { "x": 3.2, "y": 0.99041865904113 }, { "x": 3.25, "y": 0.99099169586716 }, { "x": 3.3, "y": 0.99152779245107 }, { "x": 3.35, "y": 0.99202950572675 }, { "x": 3.4, "y": 0.99249920258581 }, { "x": 3.45, "y": 0.9929390751388 }, { "x": 3.5, "y": 0.99335115463265 }, { "x": 3.55, "y": 0.99373732415708 }, { "x": 3.6, "y": 0.9940993302575 }, { "x": 3.65, "y": 0.99443879355915 }, { "x": 3.7, "y": 0.99475721849564 }, { "x": 3.75, "y": 0.99505600222513 }, { "x": 3.8, "y": 0.99533644280881 }, { "x": 3.85, "y": 0.99559974671836 }, { "x": 3.9, "y": 0.99584703573266 }, { "x": 3.94999999999999, "y": 0.9960793532776 }, { "x": 3.99999999999999, "y": 0.99629767025802 } ] }, { "id": 1118, "curve_id": "E18.4", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Medium waste water treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.577904529898816, "sigma": 0.76494114563590565, "method": "Curve fitting", "mu_sigma_quality": 0.99979292787085272, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.578, σ=0.765, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.15344835E-05 }, { "x": 0.1, "y": 0.00378219027496 }, { "x": 0.15, "y": 0.0268032616674 }, { "x": 0.2, "y": 0.07479849953914 }, { "x": 0.25, "y": 0.13947190529632 }, { "x": 0.3, "y": 0.20966956853195 }, { "x": 0.35, "y": 0.27764845505647 }, { "x": 0.4, "y": 0.34003808033743 }, { "x": 0.45, "y": 0.39630357066017 }, { "x": 0.5, "y": 0.44709890432889 }, { "x": 0.55, "y": 0.49330006446529 }, { "x": 0.6, "y": 0.53562440182024 }, { "x": 0.65, "y": 0.57456378906721 }, { "x": 0.7, "y": 0.61043533998554 }, { "x": 0.75, "y": 0.64345207035211 }, { "x": 0.8, "y": 0.67377806773193 }, { "x": 0.85, "y": 0.70156203684262 }, { "x": 0.9, "y": 0.72695353772359 }, { "x": 0.95, "y": 0.75010814863553 }, { "x": 1, "y": 0.77118667825223 }, { "x": 1.05, "y": 0.79035184933049 }, { "x": 1.1, "y": 0.80776443724538 }, { "x": 1.15, "y": 0.82357985358919 }, { "x": 1.2, "y": 0.8379455593129 }, { "x": 1.25, "y": 0.85099936090315 }, { "x": 1.3, "y": 0.86286848578178 }, { "x": 1.35, "y": 0.87366927616966 }, { "x": 1.4, "y": 0.88350733645409 }, { "x": 1.45, "y": 0.89247798907111 }, { "x": 1.5, "y": 0.90066692212341 }, { "x": 1.55, "y": 0.90815094025831 }, { "x": 1.6, "y": 0.91499875510176 }, { "x": 1.65, "y": 0.92127177161455 }, { "x": 1.7, "y": 0.92702484216988 }, { "x": 1.75, "y": 0.93230697154031 }, { "x": 1.8, "y": 0.93716196408923 }, { "x": 1.85, "y": 0.94162901002299 }, { "x": 1.9, "y": 0.94574321121913 }, { "x": 1.95, "y": 0.94953604942241 }, { "x": 2, "y": 0.95303580090181 }, { "x": 2.05, "y": 0.95626790229195 }, { "x": 2.1, "y": 0.95925527252854 }, { "x": 2.15, "y": 0.9620185956892 }, { "x": 2.2, "y": 0.96457656928306 }, { "x": 2.25, "y": 0.96694612217183 }, { "x": 2.3, "y": 0.96914260590467 }, { "x": 2.35, "y": 0.97117996284243 }, { "x": 2.4, "y": 0.97307087405376 }, { "x": 2.45, "y": 0.97482688960039 }, { "x": 2.5, "y": 0.97645854349451 }, { "x": 2.55, "y": 0.97797545531283 }, { "x": 2.6, "y": 0.97938642018682 }, { "x": 2.65, "y": 0.98069948865681 }, { "x": 2.7, "y": 0.981922037675 }, { "x": 2.75, "y": 0.98306083386745 }, { "x": 2.8, "y": 0.98412209001379 }, { "x": 2.85, "y": 0.9851115155729 }, { "x": 2.9, "y": 0.98603436197125 }, { "x": 2.95, "y": 0.98689546327423 }, { "x": 3, "y": 0.98769927277883 }, { "x": 3.05, "y": 0.98844989599483 }, { "x": 3.1, "y": 0.98915112042187 }, { "x": 3.15, "y": 0.9898064424768 }, { "x": 3.2, "y": 0.99041909188199 }, { "x": 3.25, "y": 0.99099205378598 }, { "x": 3.3, "y": 0.99152808885517 }, { "x": 3.35, "y": 0.99202975154658 }, { "x": 3.4, "y": 0.99249940674668 }, { "x": 3.45, "y": 0.9929392449401 }, { "x": 3.5, "y": 0.99335129605324 }, { "x": 3.55, "y": 0.99373744210164 }, { "x": 3.6, "y": 0.99409942875549 }, { "x": 3.65, "y": 0.9944388759259 }, { "x": 3.7, "y": 0.99475728746283 }, { "x": 3.75, "y": 0.99505606004678 }, { "x": 3.8, "y": 0.99533649134739 }, { "x": 3.85, "y": 0.99559978751496 }, { "x": 3.9, "y": 0.99584707006416 }, { "x": 3.94999999999999, "y": 0.99607938220341 }, { "x": 3.99999999999999, "y": 0.99629769465827 } ] }, { "id": 1119, "curve_id": "E18.5", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Large wastewater treatment plant", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.237557018290684, "sigma": 0.59336956483113323, "method": "Curve fitting", "mu_sigma_quality": 0.99983519237497165, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.238, σ=0.593, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 8.27887E-09 }, { "x": 0.1, "y": 2.381917103E-05 }, { "x": 0.15, "y": 0.0007296628513 }, { "x": 0.2, "y": 0.00499479345882 }, { "x": 0.25, "y": 0.01705797324866 }, { "x": 0.3, "y": 0.03973372001898 }, { "x": 0.35, "y": 0.07326533387735 }, { "x": 0.4, "y": 0.11591838506134 }, { "x": 0.45, "y": 0.16504893703446 }, { "x": 0.5, "y": 0.2179316008824 }, { "x": 0.55, "y": 0.27220887182367 }, { "x": 0.6, "y": 0.32605415972465 }, { "x": 0.65, "y": 0.37817133543212 }, { "x": 0.7, "y": 0.42772014539804 }, { "x": 0.75, "y": 0.47421925536456 }, { "x": 0.8, "y": 0.51745254649789 }, { "x": 0.85, "y": 0.55738919299462 }, { "x": 0.9, "y": 0.59412026542884 }, { "x": 0.95, "y": 0.62781098310622 }, { "x": 1, "y": 0.65866630370264 }, { "x": 1.05, "y": 0.68690718681671 }, { "x": 1.1, "y": 0.71275501886606 }, { "x": 1.15, "y": 0.73642204204521 }, { "x": 1.2, "y": 0.75810603983457 }, { "x": 1.25, "y": 0.77798792299371 }, { "x": 1.3, "y": 0.79623120108226 }, { "x": 1.35, "y": 0.81298260505563 }, { "x": 1.4, "y": 0.82837334745564 }, { "x": 1.45, "y": 0.84252067470646 }, { "x": 1.5, "y": 0.85552948968916 }, { "x": 1.55, "y": 0.86749391097818 }, { "x": 1.6, "y": 0.87849869598983 }, { "x": 1.65, "y": 0.88862049573014 }, { "x": 1.7, "y": 0.89792893444935 }, { "x": 1.75, "y": 0.90648752270143 }, { "x": 1.8, "y": 0.91435442038868 }, { "x": 1.85, "y": 0.92158306978742 }, { "x": 1.9, "y": 0.92822271904843 }, { "x": 1.95, "y": 0.93431885545981 }, { "x": 2, "y": 0.93991356567047 }, { "x": 2.05, "y": 0.94504583763048 }, { "x": 2.1, "y": 0.94975181653928 }, { "x": 2.15, "y": 0.95406502479283 }, { "x": 2.2, "y": 0.95801655388242 }, { "x": 2.25, "y": 0.96163523445643 }, { "x": 2.3, "y": 0.9649477893112 }, { "x": 2.35, "y": 0.96797897290643 }, { "x": 2.4, "y": 0.97075170007286 }, { "x": 2.45, "y": 0.97328716585853 }, { "x": 2.5, "y": 0.97560495791105 }, { "x": 2.55, "y": 0.97772316238337 }, { "x": 2.6, "y": 0.97965846405166 }, { "x": 2.65, "y": 0.98142624112115 }, { "x": 2.7, "y": 0.98304065504951 }, { "x": 2.75, "y": 0.98451473562005 }, { "x": 2.8, "y": 0.98586046143663 }, { "x": 2.85, "y": 0.98708883597733 }, { "x": 2.9, "y": 0.98820995932713 }, { "x": 2.95, "y": 0.98923309570517 }, { "x": 3, "y": 0.99016673690464 }, { "x": 3.05, "y": 0.99101866177011 }, { "x": 3.1, "y": 0.99179599184561 }, { "x": 3.15, "y": 0.99250524333573 }, { "x": 3.2, "y": 0.99315237552981 }, { "x": 3.25, "y": 0.99374283584627 }, { "x": 3.3, "y": 0.99428160165859 }, { "x": 3.35, "y": 0.99477321906811 }, { "x": 3.4, "y": 0.99522183878968 }, { "x": 3.45, "y": 0.99563124931588 }, { "x": 3.5, "y": 0.99600490752394 }, { "x": 3.55, "y": 0.99634596688581 }, { "x": 3.6, "y": 0.99665730343789 }, { "x": 3.65, "y": 0.99694153966158 }, { "x": 3.7, "y": 0.99720106641998 }, { "x": 3.75, "y": 0.99743806308951 }, { "x": 3.8, "y": 0.99765451601882 }, { "x": 3.85, "y": 0.99785223543994 }, { "x": 3.9, "y": 0.99803287094993 }, { "x": 3.94999999999999, "y": 0.99819792567402 }, { "x": 3.99999999999999, "y": 0.99834876921438 } ] }, { "id": 1120, "curve_id": "E18.6", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Large wastewater treatment plant", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.41145199701015, "sigma": 0.76007602386248718, "method": "Curve fitting", "mu_sigma_quality": 0.99719899471000317, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.411, σ=0.760, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 8.6720095E-06 }, { "x": 0.1, "y": 0.00222619757233 }, { "x": 0.15, "y": 0.01900074887597 }, { "x": 0.2, "y": 0.05841665112208 }, { "x": 0.25, "y": 0.11452162428599 }, { "x": 0.3, "y": 0.17633504241693 }, { "x": 0.35, "y": 0.23549688539349 }, { "x": 0.4, "y": 0.28831663022651 }, { "x": 0.45, "y": 0.33453930117122 }, { "x": 0.5, "y": 0.37548567606335 }, { "x": 0.55, "y": 0.41275788899533 }, { "x": 0.6, "y": 0.44763641585487 }, { "x": 0.65, "y": 0.4809319468676 }, { "x": 0.7, "y": 0.51305132349858 }, { "x": 0.75, "y": 0.54412651870723 }, { "x": 0.8, "y": 0.57413499652624 }, { "x": 0.85, "y": 0.60298769577647 }, { "x": 0.9, "y": 0.6305837971845 }, { "x": 0.95, "y": 0.65683969075598 }, { "x": 1, "y": 0.68170075235909 }, { "x": 1.05, "y": 0.70514302026873 }, { "x": 1.1, "y": 0.72716974981422 }, { "x": 1.15, "y": 0.74780596937365 }, { "x": 1.2, "y": 0.76709279717107 }, { "x": 1.25, "y": 0.78508237999983 }, { "x": 1.3, "y": 0.80183377475512 }, { "x": 1.35, "y": 0.81740979912621 }, { "x": 1.4, "y": 0.83187473822279 }, { "x": 1.45, "y": 0.84529274465039 }, { "x": 1.5, "y": 0.8577267682442 }, { "x": 1.55, "y": 0.86923787242529 }, { "x": 1.6, "y": 0.87988482222189 }, { "x": 1.65, "y": 0.8897238567439 }, { "x": 1.7, "y": 0.89880858288339 }, { "x": 1.75, "y": 0.90718994617039 }, { "x": 1.8, "y": 0.91491624918164 }, { "x": 1.85, "y": 0.92203319834648 }, { "x": 1.9, "y": 0.92858396723841 }, { "x": 1.95, "y": 0.93460926926855 }, { "x": 2, "y": 0.94014743577891 }, { "x": 2.05, "y": 0.94523449740147 }, { "x": 2.1, "y": 0.94990426760817 }, { "x": 2.15, "y": 0.95418842791851 }, { "x": 2.2, "y": 0.95811661446129 }, { "x": 2.25, "y": 0.96171650564276 }, { "x": 2.3, "y": 0.96501391064364 }, { "x": 2.35, "y": 0.96803285840733 }, { "x": 2.4, "y": 0.97079568672214 }, { "x": 2.45, "y": 0.97332313095682 }, { "x": 2.5, "y": 0.97563441198723 }, { "x": 2.55, "y": 0.97774732285314 }, { "x": 2.6, "y": 0.97967831370478 }, { "x": 2.65, "y": 0.98144257463426 }, { "x": 2.7, "y": 0.9830541160341 }, { "x": 2.75, "y": 0.98452584617819 }, { "x": 2.8, "y": 0.98586964577702 }, { "x": 2.85, "y": 0.98709643931516 }, { "x": 2.9, "y": 0.98821626303369 }, { "x": 2.95, "y": 0.98923832947055 }, { "x": 3, "y": 0.99017108851778 }, { "x": 3.05, "y": 0.99102228499533 }, { "x": 3.1, "y": 0.99179901277606 }, { "x": 3.15, "y": 0.99250776552608 }, { "x": 3.2, "y": 0.99315448414932 }, { "x": 3.25, "y": 0.99374460104408 }, { "x": 3.3, "y": 0.99428308129506 }, { "x": 3.35, "y": 0.99477446093473 }, { "x": 3.4, "y": 0.99522288241608 }, { "x": 3.45, "y": 0.99563212744297 }, { "x": 3.5, "y": 0.99600564730642 }, { "x": 3.55, "y": 0.99634659087537 }, { "x": 3.6, "y": 0.99665783038815 }, { "x": 3.65, "y": 0.99694198518799 }, { "x": 3.7, "y": 0.99720144354162 }, { "x": 3.75, "y": 0.99743838267452 }, { "x": 3.8, "y": 0.99765478715108 }, { "x": 3.85, "y": 0.99785246572134 }, { "x": 3.9, "y": 0.99803306674987 }, { "x": 3.94999999999999, "y": 0.99819809233561 }, { "x": 3.99999999999999, "y": 0.99834891122512 } ] }, { "id": 1121, "curve_id": "E19.1", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors: buried pipelines", "ci_detail": "Brittle pipelines: abestos cement, concrete, and cast iron pipes, welded steel pipes with gas-welded joints", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 4.0086478891298372, "sigma": 0.36428438839023031, "method": "Curve fitting", "mu_sigma_quality": 0.971290524863019, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.009, σ=0.364, R²=0.971; Mu/sigma can be used for reconstruction (quality: 0.971); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 80, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.0001 }, { "x": 2, "y": 0.000475682846 }, { "x": 3, "y": 0.00118446661166 }, { "x": 4, "y": 0.0022627416998 }, { "x": 5, "y": 0.00373837195305 }, { "x": 6, "y": 0.00563430448826 }, { "x": 7, "y": 0.00797022515232 }, { "x": 8, "y": 0.01076347411525 }, { "x": 9, "y": 0.01402961154131 }, { "x": 10, "y": 0.01778279410039 }, { "x": 11, "y": 0.02203603947074 }, { "x": 12, "y": 0.02680141994214 }, { "x": 13, "y": 0.03209020878376 }, { "x": 14, "y": 0.03791299383725 }, { "x": 15, "y": 0.04427976760347 }, { "x": 16, "y": 0.0512 }, { "x": 17, "y": 0.05868269804271 }, { "x": 18, "y": 0.06673645546259 }, { "x": 19, "y": 0.07536949444047 }, { "x": 20, "y": 0.08458970107525 }, { "x": 21, "y": 0.09440465580313 }, { "x": 22, "y": 0.10482165970033 }, { "x": 23, "y": 0.11584775739372 }, { "x": 24, "y": 0.12748975714948 }, { "x": 25, "y": 0.13975424859374 }, { "x": 26, "y": 0.15264761843028 }, { "x": 27, "y": 0.166176064452 }, { "x": 28, "y": 0.18034560808923 }, { "x": 29, "y": 0.19516210569562 }, { "x": 30, "y": 0.21063125873886 }, { "x": 31, "y": 0.22675862303615 }, { "x": 32, "y": 0.24354961715256 }, { "x": 33, "y": 0.26100953006251 }, { "x": 34, "y": 0.2791435281598 }, { "x": 35, "y": 0.29795666168948 }, { "x": 36, "y": 0.3174538706647 }, { "x": 37, "y": 0.33763999032322 }, { "x": 38, "y": 0.35851975617105 }, { "x": 39, "y": 0.38009780865473 }, { "x": 40, "y": 0.40237869749854 }, { "x": 41, "y": 0.42536688573856 }, { "x": 42, "y": 0.44906675348185 }, { "x": 43, "y": 0.47348260141553 }, { "x": 44, "y": 0.49861865408811 }, { "x": 45, "y": 0.52447906298255 }, { "x": 46, "y": 0.55106790939887 }, { "x": 47, "y": 0.57838920716192 }, { "x": 48, "y": 0.60644690516851 }, { "x": 49, "y": 0.63524488978661 }, { "x": 50, "y": 0.66478698711812 }, { "x": 51, "y": 0.69507696513556 }, { "x": 52, "y": 0.72611853570203 }, { "x": 53, "y": 0.75791535648303 }, { "x": 54, "y": 0.79047103275789 }, { "x": 55, "y": 0.82378911913778 }, { "x": 56, "y": 0.85787312119682 }, { "x": 57, "y": 0.8927264970222 }, { "x": 58, "y": 0.92835265868859 }, { "x": 59, "y": 0.96475497366191 }, { "x": 60, "y": 1.00193676613694 }, { "x": 61, "y": 1.03990131831297 }, { "x": 62, "y": 1.07865187161124 }, { "x": 63, "y": 1.11819162783799 }, { "x": 64, "y": 1.15852375029603 }, { "x": 65, "y": 1.19965136484822 }, { "x": 66, "y": 1.24157756093539 }, { "x": 67, "y": 1.2843053925515 }, { "x": 68, "y": 1.32783787917837 }, { "x": 69, "y": 1.37217800668226 }, { "x": 70, "y": 1.41732872817434 }, { "x": 71, "y": 1.46329296483711 }, { "x": 72, "y": 1.51007360671845 }, { "x": 73, "y": 1.55767351349514 }, { "x": 74, "y": 1.60609551520728 }, { "x": 75, "y": 1.65534241296527 }, { "x": 76, "y": 1.70541697963059 }, { "x": 77, "y": 1.75632196047175 }, { "x": 78, "y": 1.80806007379659 }, { "x": 79, "y": 1.86063401156216 } ] }, { "id": 1122, "curve_id": "E19.10", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Cast iron sewer gravity pipes, liquefaction zone 1", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -0.0439766696728708, "sigma": 2.5952273493537321, "method": "Curve fitting", "mu_sigma_quality": 0.92585568959667064, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.044, σ=2.595, R²=0.926; Mu/sigma can be used for reconstruction (quality: 0.926); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 31.766107365805 }, { "x": 2, "y": 34.8220399420657 }, { "x": 3, "y": 36.6580941388552 }, { "x": 4, "y": 37.9798636087107 }, { "x": 5, "y": 39.0149596322444 }, { "x": 6, "y": 39.8665522057699 }, { "x": 7, "y": 40.5903649312823 }, { "x": 8, "y": 41.219980401492 }, { "x": 9, "y": 41.7772282955104 }, { "x": 10, "y": 42.2771100019772 }, { "x": 11, "y": 42.7303841603837 }, { "x": 12, "y": 43.1450323052179 }, { "x": 13, "y": 43.5271409752323 }, { "x": 14, "y": 43.8814588350061 }, { "x": 15, "y": 44.2117627833321 }, { "x": 16, "y": 44.5211066761745 }, { "x": 17, "y": 44.8119951532693 }, { "x": 18, "y": 45.0865081214946 }, { "x": 19, "y": 45.3463918163681 }, { "x": 20, "y": 45.5931266709436 }, { "x": 21, "y": 45.8279787433774 }, { "x": 22, "y": 46.0520392660884 }, { "x": 23, "y": 46.2662554663287 }, { "x": 24, "y": 46.4714548741182 }, { "x": 25, "y": 46.6683647033662 }, { "x": 26, "y": 46.8576274587789 }, { "x": 27, "y": 47.0398136181676 }, { "x": 28, "y": 47.2154320245714 }, { "x": 29, "y": 47.3849384675538 }, { "x": 30, "y": 47.5487428198505 }, { "x": 31, "y": 47.7072150119243 }, { "x": 32, "y": 47.8606900645039 }, { "x": 33, "y": 48.0094723520199 }, { "x": 34, "y": 48.1538392338998 }, { "x": 35, "y": 48.2940441630336 }, { "x": 36, "y": 48.4303193592731 }, { "x": 37, "y": 48.5628781190638 }, { "x": 38, "y": 48.6919168190991 }, { "x": 39, "y": 48.8176166614165 }, { "x": 40, "y": 48.9401451989909 }, { "x": 41, "y": 49.0596576741634 }, { "x": 42, "y": 49.1762981968186 }, { "x": 43, "y": 49.2902007848073 }, { "x": 44, "y": 49.4014902855153 }, { "x": 45, "y": 49.5102831945132 }, { "x": 46, "y": 49.616688384789 }, { "x": 47, "y": 49.720807758038 }, { "x": 48, "y": 49.8227368278029 }, { "x": 49, "y": 49.9225652428516 }, { "x": 50, "y": 50.0203772579976 }, { "x": 51, "y": 50.1162521585752 }, { "x": 52, "y": 50.2102646439412 }, { "x": 53, "y": 50.3024851746615 }, { "x": 54, "y": 50.392980287434 }, { "x": 55, "y": 50.4818128812829 }, { "x": 56, "y": 50.5690424781133 }, { "x": 57, "y": 50.6547254603357 }, { "x": 58, "y": 50.7389152879413 }, { "x": 59, "y": 50.8216626971256 }, { "x": 60, "y": 50.9030158823102 }, { "x": 61, "y": 50.9830206632037 }, { "x": 62, "y": 51.0617206383522 }, { "x": 63, "y": 51.1391573264706 }, { "x": 64, "y": 51.2153702967046 }, { "x": 65, "y": 51.290397288847 }, { "x": 66, "y": 51.364274324425 }, { "x": 67, "y": 51.4370358094778 }, { "x": 68, "y": 51.5087146297599 }, { "x": 69, "y": 51.5793422390308 }, { "x": 70, "y": 51.648948741024 }, { "x": 71, "y": 51.648948741024 }, { "x": 72, "y": 51.7852125397927 }, { "x": 73, "y": 51.851923953503 }, { "x": 74, "y": 51.9177226213749 }, { "x": 75, "y": 51.9826329400715 }, { "x": 76, "y": 52.0466783419616 }, { "x": 77, "y": 52.1098813452827 }, { "x": 78, "y": 52.172263601084 }, { "x": 79, "y": 52.2338459371928 }, { "x": 80, "y": 52.294648399429 }, { "x": 81, "y": 52.3546902902711 }, { "x": 82, "y": 52.4139902051615 }, { "x": 83, "y": 52.4725660666212 }, { "x": 84, "y": 52.5304351563312 }, { "x": 85, "y": 52.5876141453239 }, { "x": 86, "y": 52.6441191224167 }, { "x": 87, "y": 52.6999656210099 }, { "x": 88, "y": 52.7551686443596 }, { "x": 89, "y": 52.809742689429 }, { "x": 90, "y": 52.8637017694132 }, { "x": 91, "y": 52.9170594350248 }, { "x": 92, "y": 52.9698287946214 }, { "x": 93, "y": 53.0220225332496 }, { "x": 94, "y": 53.073652930675 }, { "x": 95, "y": 53.1247318784627 }, { "x": 96, "y": 53.175270896166 }, { "x": 97, "y": 53.2252811466813 }, { "x": 98, "y": 53.274773450818 }, { "x": 99, "y": 53.3237583011315 }, { "x": 100, "y": 53.3722458750647 } ] }, { "id": 1123, "curve_id": "E19.11", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Cast iron sewer gravity pipes, liquefaction zone 2", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -0.82621715744941, "sigma": 2.8737306893503409, "method": "Curve fitting", "mu_sigma_quality": 0.917896978319158, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.826, σ=2.874, R²=0.918; Mu/sigma can be used for reconstruction (quality: 0.918); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 35.9670770562503 }, { "x": 2, "y": 38.3689215470194 }, { "x": 3, "y": 39.7956040793563 }, { "x": 4, "y": 40.8163164265406 }, { "x": 5, "y": 41.6123953752427 }, { "x": 6, "y": 42.2654193729668 }, { "x": 7, "y": 42.819214183369 }, { "x": 8, "y": 43.3000830285883 }, { "x": 9, "y": 43.7250668785309 }, { "x": 10, "y": 44.1058438892617 }, { "x": 11, "y": 44.4507696252532 }, { "x": 12, "y": 44.7660302051763 }, { "x": 13, "y": 45.0563345822313 }, { "x": 14, "y": 45.3253508076002 }, { "x": 15, "y": 45.5759921554955 }, { "x": 16, "y": 45.8106111660136 }, { "x": 17, "y": 46.0311350414727 }, { "x": 18, "y": 46.239162468132 }, { "x": 19, "y": 46.4360343488225 }, { "x": 20, "y": 46.6228864561743 }, { "x": 21, "y": 46.8006892854386 }, { "x": 22, "y": 46.9702786701844 }, { "x": 23, "y": 47.132379617686 }, { "x": 24, "y": 47.2876250904843 }, { "x": 25, "y": 47.436570968374 }, { "x": 26, "y": 47.5797080870052 }, { "x": 27, "y": 47.7174720130993 }, { "x": 28, "y": 47.8502510486757 }, { "x": 29, "y": 47.9783928360327 }, { "x": 30, "y": 48.1022098472339 }, { "x": 31, "y": 48.2219839768884 }, { "x": 32, "y": 48.3379704085148 }, { "x": 33, "y": 48.4504008881933 }, { "x": 34, "y": 48.5594865113461 }, { "x": 35, "y": 48.6654201070626 }, { "x": 36, "y": 48.7683782877865 }, { "x": 37, "y": 48.8685232192073 }, { "x": 38, "y": 48.9660041549898 }, { "x": 39, "y": 49.0609587728799 }, { "x": 40, "y": 49.153514342267 }, { "x": 41, "y": 49.2437887480976 }, { "x": 42, "y": 49.3318913918474 }, { "x": 43, "y": 49.4179239868565 }, { "x": 44, "y": 49.5019812625547 }, { "x": 45, "y": 49.5841515898266 }, { "x": 46, "y": 49.6645175378835 }, { "x": 47, "y": 49.7431563714548 }, { "x": 48, "y": 49.8201404958165 }, { "x": 49, "y": 49.8955378560895 }, { "x": 50, "y": 49.9694122963359 }, { "x": 51, "y": 50.0418238832165 }, { "x": 52, "y": 50.1128291983248 }, { "x": 53, "y": 50.182481602769 }, { "x": 54, "y": 50.250831477105 }, { "x": 55, "y": 50.3179264393252 }, { "x": 56, "y": 50.3838115432713 }, { "x": 57, "y": 50.4485294595416 }, { "x": 58, "y": 50.5121206407162 }, { "x": 59, "y": 50.5746234725034 }, { "x": 60, "y": 50.6360744122231 }, { "x": 61, "y": 50.6965081158797 }, { "x": 62, "y": 50.755957554935 }, { "x": 63, "y": 50.8144541237666 }, { "x": 64, "y": 50.8720277386905 }, { "x": 65, "y": 50.9287069293293 }, { "x": 66, "y": 50.9845189230267 }, { "x": 67, "y": 51.0394897229328 }, { "x": 68, "y": 51.0936441803222 }, { "x": 69, "y": 51.1470060616483 }, { "x": 70, "y": 51.1995981107873 }, { "x": 71, "y": 51.1995981107873 }, { "x": 72, "y": 51.3025589181398 }, { "x": 73, "y": 51.3529685519608 }, { "x": 74, "y": 51.4026902016256 }, { "x": 75, "y": 51.4517422898875 }, { "x": 76, "y": 51.5001425096743 }, { "x": 77, "y": 51.5479078621386 }, { "x": 78, "y": 51.5950546922598 }, { "x": 79, "y": 51.6415987221847 }, { "x": 80, "y": 51.687555082477 }, { "x": 81, "y": 51.7329383414299 }, { "x": 82, "y": 51.7777625325862 }, { "x": 83, "y": 51.8220411805942 }, { "x": 84, "y": 51.8657873255193 }, { "x": 85, "y": 51.9090135457213 }, { "x": 86, "y": 51.9517319793962 }, { "x": 87, "y": 51.9939543448771 }, { "x": 88, "y": 52.0356919597768 }, { "x": 89, "y": 52.0769557590526 }, { "x": 90, "y": 52.117756312064 }, { "x": 91, "y": 52.1581038386896 }, { "x": 92, "y": 52.1980082245668 }, { "x": 93, "y": 52.2374790355083 }, { "x": 94, "y": 52.2765255311509 }, { "x": 95, "y": 52.3151566778823 }, { "x": 96, "y": 52.3533811610944 }, { "x": 97, "y": 52.3912073968018 }, { "x": 98, "y": 52.4286435426665 }, { "x": 99, "y": 52.4656975084642 }, { "x": 100, "y": 52.5023769660262 } ] }, { "id": 1124, "curve_id": "E19.12", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Cast iron sewer gravity pipes, liquefaction zone 3", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -1.19602073192502, "sigma": 2.9970484728493338, "method": "Curve fitting", "mu_sigma_quality": 0.91458307073781109, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.196, σ=2.997, R²=0.915; Mu/sigma can be used for reconstruction (quality: 0.915); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 37.4308260142192 }, { "x": 2, "y": 39.5602993001737 }, { "x": 3, "y": 40.8210273309684 }, { "x": 4, "y": 41.7214098448043 }, { "x": 5, "y": 42.4228289738286 }, { "x": 6, "y": 42.9977277380448 }, { "x": 7, "y": 43.4849637975261 }, { "x": 8, "y": 43.9078308582506 }, { "x": 9, "y": 44.2814056703306 }, { "x": 10, "y": 44.6160120994336 }, { "x": 11, "y": 44.9190317491306 }, { "x": 12, "y": 45.1959264721865 }, { "x": 13, "y": 45.4508517795589 }, { "x": 14, "y": 45.6870431545536 }, { "x": 15, "y": 45.9070692755865 }, { "x": 16, "y": 46.1130036588359 }, { "x": 17, "y": 46.306544369912 }, { "x": 18, "y": 46.4890995940054 }, { "x": 19, "y": 46.6618501250318 }, { "x": 20, "y": 46.8257958661949 }, { "x": 21, "y": 46.9817910145584 }, { "x": 22, "y": 47.1305710824173 }, { "x": 23, "y": 47.2727739285171 }, { "x": 24, "y": 47.408956325701 }, { "x": 25, "y": 47.5396071560023 }, { "x": 26, "y": 47.6651580251468 }, { "x": 27, "y": 47.7859918795538 }, { "x": 28, "y": 47.9024500607433 }, { "x": 29, "y": 48.0148381254169 }, { "x": 30, "y": 48.1234306817182 }, { "x": 31, "y": 48.2284754347883 }, { "x": 32, "y": 48.3301965918945 }, { "x": 33, "y": 48.4287977451009 }, { "x": 34, "y": 48.5244643248471 }, { "x": 35, "y": 48.6173656988903 }, { "x": 36, "y": 48.707656976415 }, { "x": 37, "y": 48.795480565666 }, { "x": 38, "y": 48.880967524451 }, { "x": 39, "y": 48.9642387357209 }, { "x": 40, "y": 49.0454059347358 }, { "x": 41, "y": 49.1245726097566 }, { "x": 42, "y": 49.2018347945038 }, { "x": 43, "y": 49.2772817676316 }, { "x": 44, "y": 49.3509966720103 }, { "x": 45, "y": 49.4230570646085 }, { "x": 46, "y": 49.4935354061038 }, { "x": 47, "y": 49.5624994979823 }, { "x": 48, "y": 49.6300128737457 }, { "x": 49, "y": 49.6961351498894 }, { "x": 50, "y": 49.7609223415185 }, { "x": 51, "y": 49.8244271467924 }, { "x": 52, "y": 49.8866992038227 }, { "x": 53, "y": 49.9477853231656 }, { "x": 54, "y": 50.0077296986392 }, { "x": 55, "y": 50.0665740988472 }, { "x": 56, "y": 50.1243580414902 }, { "x": 57, "y": 50.1811189522891 }, { "x": 58, "y": 50.2368923101214 }, { "x": 59, "y": 50.2917117797834 }, { "x": 60, "y": 50.3456093336214 }, { "x": 61, "y": 50.398615363135 }, { "x": 62, "y": 50.4507587815286 }, { "x": 63, "y": 50.502067118077 }, { "x": 64, "y": 50.5525666050784 }, { "x": 65, "y": 50.6022822580826 }, { "x": 66, "y": 50.6512379500083 }, { "x": 67, "y": 50.6994564797007 }, { "x": 68, "y": 50.7469596354225 }, { "x": 69, "y": 50.79376825372 }, { "x": 70, "y": 50.8399022740648 }, { "x": 71, "y": 50.8399022740648 }, { "x": 72, "y": 50.9302220945113 }, { "x": 73, "y": 50.9744437277296 }, { "x": 74, "y": 51.018062514206 }, { "x": 75, "y": 51.0610946030222 }, { "x": 76, "y": 51.1035555031417 }, { "x": 77, "y": 51.1454601168027 }, { "x": 78, "y": 51.1868227707609 }, { "x": 79, "y": 51.2276572455468 }, { "x": 80, "y": 51.267976802887 }, { "x": 81, "y": 51.3077942114253 }, { "x": 82, "y": 51.3471217708698 }, { "x": 83, "y": 51.3859713346783 }, { "x": 84, "y": 51.4243543313898 }, { "x": 85, "y": 51.4622817846947 }, { "x": 86, "y": 51.4997643323348 }, { "x": 87, "y": 51.536812243912 }, { "x": 88, "y": 51.5734354376828 }, { "x": 89, "y": 51.6096434964041 }, { "x": 90, "y": 51.6454456822968 }, { "x": 91, "y": 51.680850951184 }, { "x": 92, "y": 51.7158679658575 }, { "x": 93, "y": 51.7505051087239 }, { "x": 94, "y": 51.7847704937757 }, { "x": 95, "y": 51.8186719779295 }, { "x": 96, "y": 51.8522171717727 }, { "x": 97, "y": 51.8854134497534 }, { "x": 98, "y": 51.9182679598497 }, { "x": 99, "y": 51.950787632748 }, { "x": 100, "y": 51.9829791905624 } ] }, { "id": 1125, "curve_id": "E19.13", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Cast iron sewer gravity pipes, liquefaction zone 4", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -1.44332558722628, "sigma": 3.0768466611696961, "method": "Curve fitting", "mu_sigma_quality": 0.91252207224580506, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.443, σ=3.077, R²=0.913; Mu/sigma can be used for reconstruction (quality: 0.913); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 38.2662986455797 }, { "x": 2, "y": 40.2293587951528 }, { "x": 3, "y": 41.3895585574057 }, { "x": 4, "y": 42.2173796656829 }, { "x": 5, "y": 42.8618838096089 }, { "x": 6, "y": 43.3899070130078 }, { "x": 7, "y": 43.8372703167751 }, { "x": 8, "y": 44.2254337193051 }, { "x": 9, "y": 44.5682801613564 }, { "x": 10, "y": 44.8753120982656 }, { "x": 11, "y": 45.1533214304737 }, { "x": 12, "y": 45.4073321461348 }, { "x": 13, "y": 45.6411656017768 }, { "x": 14, "y": 45.8577964077848 }, { "x": 15, "y": 46.0595856369796 }, { "x": 16, "y": 46.2484388593534 }, { "x": 17, "y": 46.425916336724 }, { "x": 18, "y": 46.5933117730726 }, { "x": 19, "y": 46.7517098120259 }, { "x": 20, "y": 46.9020288151526 }, { "x": 21, "y": 47.0450532246515 }, { "x": 22, "y": 47.181458413674 }, { "x": 23, "y": 47.31183002497 }, { "x": 24, "y": 47.436679203122 }, { "x": 25, "y": 47.5564547245251 }, { "x": 26, "y": 47.6715527539176 }, { "x": 27, "y": 47.78232476398 }, { "x": 28, "y": 47.8890840181188 }, { "x": 29, "y": 47.9921109184047 }, { "x": 30, "y": 48.0916574490797 }, { "x": 31, "y": 48.1879508932366 }, { "x": 32, "y": 48.2811969608657 }, { "x": 33, "y": 48.3715824367413 }, { "x": 34, "y": 48.4592774339872 }, { "x": 35, "y": 48.5444373217733 }, { "x": 36, "y": 48.6272043821159 }, { "x": 37, "y": 48.7077092402287 }, { "x": 38, "y": 48.786072104589 }, { "x": 39, "y": 48.8624038463168 }, { "x": 40, "y": 48.93680694223 }, { "x": 41, "y": 49.0093763017322 }, { "x": 42, "y": 49.0801999942971 }, { "x": 43, "y": 49.1493598915568 }, { "x": 44, "y": 49.2169322357491 }, { "x": 45, "y": 49.2829881444356 }, { "x": 46, "y": 49.3475940598775 }, { "x": 47, "y": 49.4108121501967 }, { "x": 48, "y": 49.4727006684014 }, { "x": 49, "y": 49.5333142744788 }, { "x": 50, "y": 49.5927043250229 }, { "x": 51, "y": 49.650919134248 }, { "x": 52, "y": 49.7080042097148 }, { "x": 53, "y": 49.7640024656541 }, { "x": 54, "y": 49.8189544163957 }, { "x": 55, "y": 49.8728983520887 }, { "x": 56, "y": 49.925870498624 }, { "x": 57, "y": 49.9779051634341 }, { "x": 58, "y": 50.0290348686406 }, { "x": 59, "y": 50.0792904728445 }, { "x": 60, "y": 50.1287012827035 }, { "x": 61, "y": 50.1772951553064 }, { "x": 62, "y": 50.2250985922413 }, { "x": 63, "y": 50.272136826153 }, { "x": 64, "y": 50.3184339004993 }, { "x": 65, "y": 50.3640127431357 }, { "x": 66, "y": 50.4088952342951 }, { "x": 67, "y": 50.4531022694655 }, { "x": 68, "y": 50.4966538176196 }, { "x": 69, "y": 50.539568975202 }, { "x": 70, "y": 50.5818660162401 }, { "x": 71, "y": 50.5818660162401 }, { "x": 72, "y": 50.6646750088379 }, { "x": 73, "y": 50.705219799457 }, { "x": 74, "y": 50.7452122295762 }, { "x": 75, "y": 50.7846670984677 }, { "x": 76, "y": 50.8235986186212 }, { "x": 77, "y": 50.8620204463635 }, { "x": 78, "y": 50.8999457105066 }, { "x": 79, "y": 50.9373870391735 }, { "x": 80, "y": 50.9743565849412 }, { "x": 81, "y": 51.0108660484236 }, { "x": 82, "y": 51.046926700411 }, { "x": 83, "y": 51.0825494026698 }, { "x": 84, "y": 51.1177446274991 }, { "x": 85, "y": 51.152522476132 }, { "x": 86, "y": 51.1868926960627 }, { "x": 87, "y": 51.2208646973739 }, { "x": 88, "y": 51.2544475681326 }, { "x": 89, "y": 51.287650088918 }, { "x": 90, "y": 51.3204807465383 }, { "x": 91, "y": 51.3529477469922 }, { "x": 92, "y": 51.3850590277219 }, { "x": 93, "y": 51.4168222692064 }, { "x": 94, "y": 51.4482449059342 }, { "x": 95, "y": 51.4793341367982 }, { "x": 96, "y": 51.5100969349455 }, { "x": 97, "y": 51.540540057119 }, { "x": 98, "y": 51.5706700525202 }, { "x": 99, "y": 51.6004932712226 }, { "x": 100, "y": 51.6300158721637 } ] }, { "id": 1126, "curve_id": "E19.14", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Cast iron sewer gravity pipes, non-liquefaction zone", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -1.10875642904169, "sigma": 2.9672954213334752, "method": "Curve fitting", "mu_sigma_quality": 0.91554077683614343, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.109, σ=2.967, R²=0.916; Mu/sigma can be used for reconstruction (quality: 0.916); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 37.4680554631023 }, { "x": 2, "y": 39.684327473518 }, { "x": 3, "y": 40.9969011118872 }, { "x": 4, "y": 41.9344375800281 }, { "x": 5, "y": 42.664843336945 }, { "x": 6, "y": 43.2635132199225 }, { "x": 7, "y": 43.770896432356 }, { "x": 8, "y": 44.2112442972035 }, { "x": 9, "y": 44.6002551112507 }, { "x": 10, "y": 44.9486792715541 }, { "x": 11, "y": 45.2642038799612 }, { "x": 12, "y": 45.5525171512678 }, { "x": 13, "y": 45.8179470146679 }, { "x": 14, "y": 46.0638633247176 }, { "x": 15, "y": 46.2929415216206 }, { "x": 16, "y": 46.5073413589865 }, { "x": 17, "y": 46.708831563197 }, { "x": 18, "y": 46.8988789440775 }, { "x": 19, "y": 47.0787134720854 }, { "x": 20, "y": 47.2493767063979 }, { "x": 21, "y": 47.4117584390599 }, { "x": 22, "y": 47.5666248380647 }, { "x": 23, "y": 47.7146403521548 }, { "x": 24, "y": 47.8563849670268 }, { "x": 25, "y": 47.9923679490892 }, { "x": 26, "y": 48.1230389015241 }, { "x": 27, "y": 48.2487967398978 }, { "x": 28, "y": 48.3699970402548 }, { "x": 29, "y": 48.486958101579 }, { "x": 30, "y": 48.599965983522 }, { "x": 31, "y": 48.7092787205345 }, { "x": 32, "y": 48.8151298689177 }, { "x": 33, "y": 48.9177315096691 }, { "x": 34, "y": 49.0172768043667 }, { "x": 35, "y": 49.113942181647 }, { "x": 36, "y": 49.2078892165653 }, { "x": 37, "y": 49.2992662532089 }, { "x": 38, "y": 49.3882098115459 }, { "x": 39, "y": 49.4748458120588 }, { "x": 40, "y": 49.5592906457761 }, { "x": 41, "y": 49.641652112554 }, { "x": 42, "y": 49.7220302466116 }, { "x": 43, "y": 49.8005180452011 }, { "x": 44, "y": 49.8772021137421 }, { "x": 45, "y": 49.9521632386585 }, { "x": 46, "y": 50.0254768974293 }, { "x": 47, "y": 50.0972137139363 }, { "x": 48, "y": 50.1674398660039 }, { "x": 49, "y": 50.2362174510309 }, { "x": 50, "y": 50.3036048147831 }, { "x": 51, "y": 50.3696568477145 }, { "x": 52, "y": 50.4344252525907 }, { "x": 53, "y": 50.4979587866876 }, { "x": 54, "y": 50.5603034814107 }, { "x": 55, "y": 50.6215028418148 }, { "x": 56, "y": 50.6815980281927 }, { "x": 57, "y": 50.7406280216328 }, { "x": 58, "y": 50.7986297752148 }, { "x": 59, "y": 50.8556383523136 }, { "x": 60, "y": 50.911687053308 }, { "x": 61, "y": 50.9668075318429 }, { "x": 62, "y": 51.0210299016605 }, { "x": 63, "y": 51.0743828349051 }, { "x": 64, "y": 51.126893652705 }, { "x": 65, "y": 51.1785884087489 }, { "x": 66, "y": 51.2294919664963 }, { "x": 67, "y": 51.2796280705959 }, { "x": 68, "y": 51.3290194130255 }, { "x": 69, "y": 51.377687694415 }, { "x": 70, "y": 51.4256536809671 }, { "x": 71, "y": 51.4256536809671 }, { "x": 72, "y": 51.5195574758995 }, { "x": 73, "y": 51.5655326024343 }, { "x": 74, "y": 51.6108801589628 }, { "x": 75, "y": 51.6556169635283 }, { "x": 76, "y": 51.6997591674215 }, { "x": 77, "y": 51.7433222899661 }, { "x": 78, "y": 51.7863212510647 }, { "x": 79, "y": 51.8287704016758 }, { "x": 80, "y": 51.8706835523778 }, { "x": 81, "y": 51.9120740001632 }, { "x": 82, "y": 51.9529545535914 }, { "x": 83, "y": 51.9933375564204 }, { "x": 84, "y": 52.0332349098266 }, { "x": 85, "y": 52.0726580933122 }, { "x": 86, "y": 52.1116181843917 }, { "x": 87, "y": 52.1501258771439 }, { "x": 88, "y": 52.188191499705 }, { "x": 89, "y": 52.225825030775 }, { "x": 90, "y": 52.2630361152048 }, { "x": 91, "y": 52.2998340787225 }, { "x": 92, "y": 52.3362279418577 }, { "x": 93, "y": 52.3722264331132 }, { "x": 94, "y": 52.4078380014352 }, { "x": 95, "y": 52.4430708280233 }, { "x": 96, "y": 52.4779328375246 }, { "x": 97, "y": 52.5124317086481 }, { "x": 98, "y": 52.5465748842359 }, { "x": 99, "y": 52.5803695808243 }, { "x": 100, "y": 52.6138227977252 } ] }, { "id": 1127, "curve_id": "E19.15", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Concrete sewer gravity pipes, liquefaction zone 0", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -0.0639258785438034, "sigma": 0.43017658218946886, "method": "Curve fitting", "mu_sigma_quality": 0.95327720423081463, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.064, σ=0.430, R²=0.953; Mu/sigma can be used for reconstruction (quality: 0.953); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 28.0105723556025 }, { "x": 2, "y": 48.4840931948799 }, { "x": 3, "y": 48.676007447693 }, { "x": 4, "y": 48.8093796750997 }, { "x": 5, "y": 48.9112445107871 }, { "x": 6, "y": 48.9934501168719 }, { "x": 7, "y": 49.0622383835998 }, { "x": 8, "y": 49.1212973384904 }, { "x": 9, "y": 49.1729852910189 }, { "x": 10, "y": 49.2189003506911 }, { "x": 11, "y": 49.2601747611502 }, { "x": 12, "y": 49.2976394968379 }, { "x": 13, "y": 49.3319221526895 }, { "x": 14, "y": 49.3635081159096 }, { "x": 15, "y": 49.3927803815344 }, { "x": 16, "y": 49.4200463673615 }, { "x": 17, "y": 49.4455565052489 }, { "x": 18, "y": 49.4695174572867 }, { "x": 19, "y": 49.4921017177808 }, { "x": 20, "y": 49.5134547242385 }, { "x": 21, "y": 49.533700213662 }, { "x": 22, "y": 49.5529443186545 }, { "x": 23, "y": 49.5712787426817 }, { "x": 24, "y": 49.5887832518906 }, { "x": 25, "y": 49.6055276524863 }, { "x": 26, "y": 49.6215733758874 }, { "x": 27, "y": 49.6369747613212 }, { "x": 28, "y": 49.6517801025137 }, { "x": 29, "y": 49.6660325086154 }, { "x": 30, "y": 49.679770617512 }, { "x": 31, "y": 49.6930291908375 }, { "x": 32, "y": 49.7058396134423 }, { "x": 33, "y": 49.7182303151234 }, { "x": 34, "y": 49.7302271286761 }, { "x": 35, "y": 49.7418535954473 }, { "x": 36, "y": 49.7531312273503 }, { "x": 37, "y": 49.7640797325669 }, { "x": 38, "y": 49.7747172108028 }, { "x": 39, "y": 49.7850603228877 }, { "x": 40, "y": 49.7951244386547 }, { "x": 41, "y": 49.8049237663479 }, { "x": 42, "y": 49.8144714662556 }, { "x": 43, "y": 49.8237797508164 }, { "x": 44, "y": 49.8328599730837 }, { "x": 45, "y": 49.8417227051323 }, { "x": 46, "y": 49.8503778077467 }, { "x": 47, "y": 49.8588344925281 }, { "x": 48, "y": 49.867101377385 }, { "x": 49, "y": 49.8751865362363 }, { "x": 50, "y": 49.8830975436329 }, { "x": 51, "y": 49.8908415149102 }, { "x": 52, "y": 49.8984251423943 }, { "x": 53, "y": 49.9058547281197 }, { "x": 54, "y": 49.9131362134527 }, { "x": 55, "y": 49.9202752059641 }, { "x": 56, "y": 49.9272770038524 }, { "x": 57, "y": 49.9341466181792 }, { "x": 58, "y": 49.9408887931485 }, { "x": 59, "y": 49.9475080246314 }, { "x": 60, "y": 49.9540085771156 }, { "x": 61, "y": 49.9603944992373 }, { "x": 62, "y": 49.9666696380349 }, { "x": 63, "y": 49.9728376520486 }, { "x": 64, "y": 49.9789020233768 }, { "x": 65, "y": 49.9848660687853 }, { "x": 66, "y": 49.9907329499595 }, { "x": 67, "y": 49.9965056829757 }, { "x": 68, "y": 50.0021871470624 }, { "x": 69, "y": 50.0077800927146 }, { "x": 70, "y": 50.0132871492167 }, { "x": 71, "y": 50.0132871492167 }, { "x": 72, "y": 50.0240535472623 }, { "x": 73, "y": 50.0293176017419 }, { "x": 74, "y": 50.0345052046001 }, { "x": 75, "y": 50.0396184745288 }, { "x": 76, "y": 50.0446594442638 }, { "x": 77, "y": 50.0496300651491 }, { "x": 78, "y": 50.0545322114029 }, { "x": 79, "y": 50.0593676841085 }, { "x": 80, "y": 50.0641382149511 }, { "x": 81, "y": 50.0688454697197 }, { "x": 82, "y": 50.073491051592 }, { "x": 83, "y": 50.0780765042168 }, { "x": 84, "y": 50.0826033146101 }, { "x": 85, "y": 50.0870729158784 }, { "x": 86, "y": 50.0914866897792 }, { "x": 87, "y": 50.0958459691331 }, { "x": 88, "y": 50.1001520400957 }, { "x": 89, "y": 50.1044061443 }, { "x": 90, "y": 50.1086094808766 }, { "x": 91, "y": 50.1127632083626 }, { "x": 92, "y": 50.1168684465031 }, { "x": 93, "y": 50.1209262779557 }, { "x": 94, "y": 50.1249377499013 }, { "x": 95, "y": 50.1289038755699 }, { "x": 96, "y": 50.1328256356846 }, { "x": 97, "y": 50.1367039798303 }, { "x": 98, "y": 50.1405398277512 }, { "x": 99, "y": 50.1443340705816 }, { "x": 100, "y": 50.1480875720144 } ] }, { "id": 1128, "curve_id": "E19.16", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Concrete sewer gravity pipes, liquefaction zone 1", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -0.0439766696728708, "sigma": 2.5952273493537321, "method": "Curve fitting", "mu_sigma_quality": 0.92585568959667064, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.044, σ=2.595, R²=0.926; Mu/sigma can be used for reconstruction (quality: 0.926); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 31.766107365805 }, { "x": 2, "y": 34.8220399420657 }, { "x": 3, "y": 36.6580941388552 }, { "x": 4, "y": 37.9798636087107 }, { "x": 5, "y": 39.0149596322444 }, { "x": 6, "y": 39.8665522057699 }, { "x": 7, "y": 40.5903649312823 }, { "x": 8, "y": 41.219980401492 }, { "x": 9, "y": 41.7772282955104 }, { "x": 10, "y": 42.2771100019772 }, { "x": 11, "y": 42.7303841603837 }, { "x": 12, "y": 43.1450323052179 }, { "x": 13, "y": 43.5271409752323 }, { "x": 14, "y": 43.8814588350061 }, { "x": 15, "y": 44.2117627833321 }, { "x": 16, "y": 44.5211066761745 }, { "x": 17, "y": 44.8119951532693 }, { "x": 18, "y": 45.0865081214946 }, { "x": 19, "y": 45.3463918163681 }, { "x": 20, "y": 45.5931266709436 }, { "x": 21, "y": 45.8279787433774 }, { "x": 22, "y": 46.0520392660884 }, { "x": 23, "y": 46.2662554663287 }, { "x": 24, "y": 46.4714548741182 }, { "x": 25, "y": 46.6683647033662 }, { "x": 26, "y": 46.8576274587789 }, { "x": 27, "y": 47.0398136181676 }, { "x": 28, "y": 47.2154320245714 }, { "x": 29, "y": 47.3849384675538 }, { "x": 30, "y": 47.5487428198505 }, { "x": 31, "y": 47.7072150119243 }, { "x": 32, "y": 47.8606900645039 }, { "x": 33, "y": 48.0094723520199 }, { "x": 34, "y": 48.1538392338998 }, { "x": 35, "y": 48.2940441630336 }, { "x": 36, "y": 48.4303193592731 }, { "x": 37, "y": 48.5628781190638 }, { "x": 38, "y": 48.6919168190991 }, { "x": 39, "y": 48.8176166614165 }, { "x": 40, "y": 48.9401451989909 }, { "x": 41, "y": 49.0596576741634 }, { "x": 42, "y": 49.1762981968186 }, { "x": 43, "y": 49.2902007848073 }, { "x": 44, "y": 49.4014902855153 }, { "x": 45, "y": 49.5102831945132 }, { "x": 46, "y": 49.616688384789 }, { "x": 47, "y": 49.720807758038 }, { "x": 48, "y": 49.8227368278029 }, { "x": 49, "y": 49.9225652428516 }, { "x": 50, "y": 50.0203772579976 }, { "x": 51, "y": 50.1162521585752 }, { "x": 52, "y": 50.2102646439412 }, { "x": 53, "y": 50.3024851746615 }, { "x": 54, "y": 50.392980287434 }, { "x": 55, "y": 50.4818128812829 }, { "x": 56, "y": 50.5690424781133 }, { "x": 57, "y": 50.6547254603357 }, { "x": 58, "y": 50.7389152879413 }, { "x": 59, "y": 50.8216626971256 }, { "x": 60, "y": 50.9030158823102 }, { "x": 61, "y": 50.9830206632037 }, { "x": 62, "y": 51.0617206383522 }, { "x": 63, "y": 51.1391573264706 }, { "x": 64, "y": 51.2153702967046 }, { "x": 65, "y": 51.290397288847 }, { "x": 66, "y": 51.364274324425 }, { "x": 67, "y": 51.4370358094778 }, { "x": 68, "y": 51.5087146297599 }, { "x": 69, "y": 51.5793422390308 }, { "x": 70, "y": 51.648948741024 }, { "x": 71, "y": 51.648948741024 }, { "x": 72, "y": 51.7852125397927 }, { "x": 73, "y": 51.851923953503 }, { "x": 74, "y": 51.9177226213749 }, { "x": 75, "y": 51.9826329400715 }, { "x": 76, "y": 52.0466783419616 }, { "x": 77, "y": 52.1098813452827 }, { "x": 78, "y": 52.172263601084 }, { "x": 79, "y": 52.2338459371928 }, { "x": 80, "y": 52.294648399429 }, { "x": 81, "y": 52.3546902902711 }, { "x": 82, "y": 52.4139902051615 }, { "x": 83, "y": 52.4725660666212 }, { "x": 84, "y": 52.5304351563312 }, { "x": 85, "y": 52.5876141453239 }, { "x": 86, "y": 52.6441191224167 }, { "x": 87, "y": 52.6999656210099 }, { "x": 88, "y": 52.7551686443596 }, { "x": 89, "y": 52.809742689429 }, { "x": 90, "y": 52.8637017694132 }, { "x": 91, "y": 52.9170594350248 }, { "x": 92, "y": 52.9698287946214 }, { "x": 93, "y": 53.0220225332496 }, { "x": 94, "y": 53.073652930675 }, { "x": 95, "y": 53.1247318784627 }, { "x": 96, "y": 53.175270896166 }, { "x": 97, "y": 53.2252811466813 }, { "x": 98, "y": 53.274773450818 }, { "x": 99, "y": 53.3237583011315 }, { "x": 100, "y": 53.3722458750647 } ] }, { "id": 1129, "curve_id": "E19.17", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Concrete sewer gravity pipes, liquefaction zone 2", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -0.82621715744941, "sigma": 2.8737306893503409, "method": "Curve fitting", "mu_sigma_quality": 0.917896978319158, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.826, σ=2.874, R²=0.918; Mu/sigma can be used for reconstruction (quality: 0.918); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 35.9670770562503 }, { "x": 2, "y": 38.3689215470194 }, { "x": 3, "y": 39.7956040793563 }, { "x": 4, "y": 40.8163164265406 }, { "x": 5, "y": 41.6123953752427 }, { "x": 6, "y": 42.2654193729668 }, { "x": 7, "y": 42.819214183369 }, { "x": 8, "y": 43.3000830285883 }, { "x": 9, "y": 43.7250668785309 }, { "x": 10, "y": 44.1058438892617 }, { "x": 11, "y": 44.4507696252532 }, { "x": 12, "y": 44.7660302051763 }, { "x": 13, "y": 45.0563345822313 }, { "x": 14, "y": 45.3253508076002 }, { "x": 15, "y": 45.5759921554955 }, { "x": 16, "y": 45.8106111660136 }, { "x": 17, "y": 46.0311350414727 }, { "x": 18, "y": 46.239162468132 }, { "x": 19, "y": 46.4360343488225 }, { "x": 20, "y": 46.6228864561743 }, { "x": 21, "y": 46.8006892854386 }, { "x": 22, "y": 46.9702786701844 }, { "x": 23, "y": 47.132379617686 }, { "x": 24, "y": 47.2876250904843 }, { "x": 25, "y": 47.436570968374 }, { "x": 26, "y": 47.5797080870052 }, { "x": 27, "y": 47.7174720130993 }, { "x": 28, "y": 47.8502510486757 }, { "x": 29, "y": 47.9783928360327 }, { "x": 30, "y": 48.1022098472339 }, { "x": 31, "y": 48.2219839768884 }, { "x": 32, "y": 48.3379704085148 }, { "x": 33, "y": 48.4504008881933 }, { "x": 34, "y": 48.5594865113461 }, { "x": 35, "y": 48.6654201070626 }, { "x": 36, "y": 48.7683782877865 }, { "x": 37, "y": 48.8685232192073 }, { "x": 38, "y": 48.9660041549898 }, { "x": 39, "y": 49.0609587728799 }, { "x": 40, "y": 49.153514342267 }, { "x": 41, "y": 49.2437887480976 }, { "x": 42, "y": 49.3318913918474 }, { "x": 43, "y": 49.4179239868565 }, { "x": 44, "y": 49.5019812625547 }, { "x": 45, "y": 49.5841515898266 }, { "x": 46, "y": 49.6645175378835 }, { "x": 47, "y": 49.7431563714548 }, { "x": 48, "y": 49.8201404958165 }, { "x": 49, "y": 49.8955378560895 }, { "x": 50, "y": 49.9694122963359 }, { "x": 51, "y": 50.0418238832165 }, { "x": 52, "y": 50.1128291983248 }, { "x": 53, "y": 50.182481602769 }, { "x": 54, "y": 50.250831477105 }, { "x": 55, "y": 50.3179264393252 }, { "x": 56, "y": 50.3838115432713 }, { "x": 57, "y": 50.4485294595416 }, { "x": 58, "y": 50.5121206407162 }, { "x": 59, "y": 50.5746234725034 }, { "x": 60, "y": 50.6360744122231 }, { "x": 61, "y": 50.6965081158797 }, { "x": 62, "y": 50.755957554935 }, { "x": 63, "y": 50.8144541237666 }, { "x": 64, "y": 50.8720277386905 }, { "x": 65, "y": 50.9287069293293 }, { "x": 66, "y": 50.9845189230267 }, { "x": 67, "y": 51.0394897229328 }, { "x": 68, "y": 51.0936441803222 }, { "x": 69, "y": 51.1470060616483 }, { "x": 70, "y": 51.1995981107873 }, { "x": 71, "y": 51.1995981107873 }, { "x": 72, "y": 51.3025589181398 }, { "x": 73, "y": 51.3529685519608 }, { "x": 74, "y": 51.4026902016256 }, { "x": 75, "y": 51.4517422898875 }, { "x": 76, "y": 51.5001425096743 }, { "x": 77, "y": 51.5479078621386 }, { "x": 78, "y": 51.5950546922598 }, { "x": 79, "y": 51.6415987221847 }, { "x": 80, "y": 51.687555082477 }, { "x": 81, "y": 51.7329383414299 }, { "x": 82, "y": 51.7777625325862 }, { "x": 83, "y": 51.8220411805942 }, { "x": 84, "y": 51.8657873255193 }, { "x": 85, "y": 51.9090135457213 }, { "x": 86, "y": 51.9517319793962 }, { "x": 87, "y": 51.9939543448771 }, { "x": 88, "y": 52.0356919597768 }, { "x": 89, "y": 52.0769557590526 }, { "x": 90, "y": 52.117756312064 }, { "x": 91, "y": 52.1581038386896 }, { "x": 92, "y": 52.1980082245668 }, { "x": 93, "y": 52.2374790355083 }, { "x": 94, "y": 52.2765255311509 }, { "x": 95, "y": 52.3151566778823 }, { "x": 96, "y": 52.3533811610944 }, { "x": 97, "y": 52.3912073968018 }, { "x": 98, "y": 52.4286435426665 }, { "x": 99, "y": 52.4656975084642 }, { "x": 100, "y": 52.5023769660262 } ] }, { "id": 1130, "curve_id": "E19.18", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Concrete sewer gravity pipes, liquefaction zone 3", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -1.19602073192502, "sigma": 2.9970484728493338, "method": "Curve fitting", "mu_sigma_quality": 0.91458307073781109, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.196, σ=2.997, R²=0.915; Mu/sigma can be used for reconstruction (quality: 0.915); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 37.4308260142192 }, { "x": 2, "y": 39.5602993001737 }, { "x": 3, "y": 40.8210273309684 }, { "x": 4, "y": 41.7214098448043 }, { "x": 5, "y": 42.4228289738286 }, { "x": 6, "y": 42.9977277380448 }, { "x": 7, "y": 43.4849637975261 }, { "x": 8, "y": 43.9078308582506 }, { "x": 9, "y": 44.2814056703306 }, { "x": 10, "y": 44.6160120994336 }, { "x": 11, "y": 44.9190317491306 }, { "x": 12, "y": 45.1959264721865 }, { "x": 13, "y": 45.4508517795589 }, { "x": 14, "y": 45.6870431545536 }, { "x": 15, "y": 45.9070692755865 }, { "x": 16, "y": 46.1130036588359 }, { "x": 17, "y": 46.306544369912 }, { "x": 18, "y": 46.4890995940054 }, { "x": 19, "y": 46.6618501250318 }, { "x": 20, "y": 46.8257958661949 }, { "x": 21, "y": 46.9817910145584 }, { "x": 22, "y": 47.1305710824173 }, { "x": 23, "y": 47.2727739285171 }, { "x": 24, "y": 47.408956325701 }, { "x": 25, "y": 47.5396071560023 }, { "x": 26, "y": 47.6651580251468 }, { "x": 27, "y": 47.7859918795538 }, { "x": 28, "y": 47.9024500607433 }, { "x": 29, "y": 48.0148381254169 }, { "x": 30, "y": 48.1234306817182 }, { "x": 31, "y": 48.2284754347883 }, { "x": 32, "y": 48.3301965918945 }, { "x": 33, "y": 48.4287977451009 }, { "x": 34, "y": 48.5244643248471 }, { "x": 35, "y": 48.6173656988903 }, { "x": 36, "y": 48.707656976415 }, { "x": 37, "y": 48.795480565666 }, { "x": 38, "y": 48.880967524451 }, { "x": 39, "y": 48.9642387357209 }, { "x": 40, "y": 49.0454059347358 }, { "x": 41, "y": 49.1245726097566 }, { "x": 42, "y": 49.2018347945038 }, { "x": 43, "y": 49.2772817676316 }, { "x": 44, "y": 49.3509966720103 }, { "x": 45, "y": 49.4230570646085 }, { "x": 46, "y": 49.4935354061038 }, { "x": 47, "y": 49.5624994979823 }, { "x": 48, "y": 49.6300128737457 }, { "x": 49, "y": 49.6961351498894 }, { "x": 50, "y": 49.7609223415185 }, { "x": 51, "y": 49.8244271467924 }, { "x": 52, "y": 49.8866992038227 }, { "x": 53, "y": 49.9477853231656 }, { "x": 54, "y": 50.0077296986392 }, { "x": 55, "y": 50.0665740988472 }, { "x": 56, "y": 50.1243580414902 }, { "x": 57, "y": 50.1811189522891 }, { "x": 58, "y": 50.2368923101214 }, { "x": 59, "y": 50.2917117797834 }, { "x": 60, "y": 50.3456093336214 }, { "x": 61, "y": 50.398615363135 }, { "x": 62, "y": 50.4507587815286 }, { "x": 63, "y": 50.502067118077 }, { "x": 64, "y": 50.5525666050784 }, { "x": 65, "y": 50.6022822580826 }, { "x": 66, "y": 50.6512379500083 }, { "x": 67, "y": 50.6994564797007 }, { "x": 68, "y": 50.7469596354225 }, { "x": 69, "y": 50.79376825372 }, { "x": 70, "y": 50.8399022740648 }, { "x": 71, "y": 50.8399022740648 }, { "x": 72, "y": 50.9302220945113 }, { "x": 73, "y": 50.9744437277296 }, { "x": 74, "y": 51.018062514206 }, { "x": 75, "y": 51.0610946030222 }, { "x": 76, "y": 51.1035555031417 }, { "x": 77, "y": 51.1454601168027 }, { "x": 78, "y": 51.1868227707609 }, { "x": 79, "y": 51.2276572455468 }, { "x": 80, "y": 51.267976802887 }, { "x": 81, "y": 51.3077942114253 }, { "x": 82, "y": 51.3471217708698 }, { "x": 83, "y": 51.3859713346783 }, { "x": 84, "y": 51.4243543313898 }, { "x": 85, "y": 51.4622817846947 }, { "x": 86, "y": 51.4997643323348 }, { "x": 87, "y": 51.536812243912 }, { "x": 88, "y": 51.5734354376828 }, { "x": 89, "y": 51.6096434964041 }, { "x": 90, "y": 51.6454456822968 }, { "x": 91, "y": 51.680850951184 }, { "x": 92, "y": 51.7158679658575 }, { "x": 93, "y": 51.7505051087239 }, { "x": 94, "y": 51.7847704937757 }, { "x": 95, "y": 51.8186719779295 }, { "x": 96, "y": 51.8522171717727 }, { "x": 97, "y": 51.8854134497534 }, { "x": 98, "y": 51.9182679598497 }, { "x": 99, "y": 51.950787632748 }, { "x": 100, "y": 51.9829791905624 } ] }, { "id": 1131, "curve_id": "E19.19", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Concrete sewer gravity pipes, liquefaction zone 4", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -1.44332558722628, "sigma": 3.0768466611696961, "method": "Curve fitting", "mu_sigma_quality": 0.91252207224580506, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.443, σ=3.077, R²=0.913; Mu/sigma can be used for reconstruction (quality: 0.913); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 38.2662986455797 }, { "x": 2, "y": 40.2293587951528 }, { "x": 3, "y": 41.3895585574057 }, { "x": 4, "y": 42.2173796656829 }, { "x": 5, "y": 42.8618838096089 }, { "x": 6, "y": 43.3899070130078 }, { "x": 7, "y": 43.8372703167751 }, { "x": 8, "y": 44.2254337193051 }, { "x": 9, "y": 44.5682801613564 }, { "x": 10, "y": 44.8753120982656 }, { "x": 11, "y": 45.1533214304737 }, { "x": 12, "y": 45.4073321461348 }, { "x": 13, "y": 45.6411656017768 }, { "x": 14, "y": 45.8577964077848 }, { "x": 15, "y": 46.0595856369796 }, { "x": 16, "y": 46.2484388593534 }, { "x": 17, "y": 46.425916336724 }, { "x": 18, "y": 46.5933117730726 }, { "x": 19, "y": 46.7517098120259 }, { "x": 20, "y": 46.9020288151526 }, { "x": 21, "y": 47.0450532246515 }, { "x": 22, "y": 47.181458413674 }, { "x": 23, "y": 47.31183002497 }, { "x": 24, "y": 47.436679203122 }, { "x": 25, "y": 47.5564547245251 }, { "x": 26, "y": 47.6715527539176 }, { "x": 27, "y": 47.78232476398 }, { "x": 28, "y": 47.8890840181188 }, { "x": 29, "y": 47.9921109184047 }, { "x": 30, "y": 48.0916574490797 }, { "x": 31, "y": 48.1879508932366 }, { "x": 32, "y": 48.2811969608657 }, { "x": 33, "y": 48.3715824367413 }, { "x": 34, "y": 48.4592774339872 }, { "x": 35, "y": 48.5444373217733 }, { "x": 36, "y": 48.6272043821159 }, { "x": 37, "y": 48.7077092402287 }, { "x": 38, "y": 48.786072104589 }, { "x": 39, "y": 48.8624038463168 }, { "x": 40, "y": 48.93680694223 }, { "x": 41, "y": 49.0093763017322 }, { "x": 42, "y": 49.0801999942971 }, { "x": 43, "y": 49.1493598915568 }, { "x": 44, "y": 49.2169322357491 }, { "x": 45, "y": 49.2829881444356 }, { "x": 46, "y": 49.3475940598775 }, { "x": 47, "y": 49.4108121501967 }, { "x": 48, "y": 49.4727006684014 }, { "x": 49, "y": 49.5333142744788 }, { "x": 50, "y": 49.5927043250229 }, { "x": 51, "y": 49.650919134248 }, { "x": 52, "y": 49.7080042097148 }, { "x": 53, "y": 49.7640024656541 }, { "x": 54, "y": 49.8189544163957 }, { "x": 55, "y": 49.8728983520887 }, { "x": 56, "y": 49.925870498624 }, { "x": 57, "y": 49.9779051634341 }, { "x": 58, "y": 50.0290348686406 }, { "x": 59, "y": 50.0792904728445 }, { "x": 60, "y": 50.1287012827035 }, { "x": 61, "y": 50.1772951553064 }, { "x": 62, "y": 50.2250985922413 }, { "x": 63, "y": 50.272136826153 }, { "x": 64, "y": 50.3184339004993 }, { "x": 65, "y": 50.3640127431357 }, { "x": 66, "y": 50.4088952342951 }, { "x": 67, "y": 50.4531022694655 }, { "x": 68, "y": 50.4966538176196 }, { "x": 69, "y": 50.539568975202 }, { "x": 70, "y": 50.5818660162401 }, { "x": 71, "y": 50.5818660162401 }, { "x": 72, "y": 50.6646750088379 }, { "x": 73, "y": 50.705219799457 }, { "x": 74, "y": 50.7452122295762 }, { "x": 75, "y": 50.7846670984677 }, { "x": 76, "y": 50.8235986186212 }, { "x": 77, "y": 50.8620204463635 }, { "x": 78, "y": 50.8999457105066 }, { "x": 79, "y": 50.9373870391735 }, { "x": 80, "y": 50.9743565849412 }, { "x": 81, "y": 51.0108660484236 }, { "x": 82, "y": 51.046926700411 }, { "x": 83, "y": 51.0825494026698 }, { "x": 84, "y": 51.1177446274991 }, { "x": 85, "y": 51.152522476132 }, { "x": 86, "y": 51.1868926960627 }, { "x": 87, "y": 51.2208646973739 }, { "x": 88, "y": 51.2544475681326 }, { "x": 89, "y": 51.287650088918 }, { "x": 90, "y": 51.3204807465383 }, { "x": 91, "y": 51.3529477469922 }, { "x": 92, "y": 51.3850590277219 }, { "x": 93, "y": 51.4168222692064 }, { "x": 94, "y": 51.4482449059342 }, { "x": 95, "y": 51.4793341367982 }, { "x": 96, "y": 51.5100969349455 }, { "x": 97, "y": 51.540540057119 }, { "x": 98, "y": 51.5706700525202 }, { "x": 99, "y": 51.6004932712226 }, { "x": 100, "y": 51.6300158721637 } ] }, { "id": 1132, "curve_id": "E19.2", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Ductile pipelines: steel, ductile iron, and PVC, and welded steel pipes with arc-welded joints", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 4.3502281396047549, "sigma": 0.546240871248244, "method": "Curve fitting", "mu_sigma_quality": 0.99077898413678722, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.350, σ=0.546, R²=0.991; Mu/sigma can be used for reconstruction (quality: 0.991); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Earthquake", "num_points": 80, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 3E-05 }, { "x": 2, "y": 0.0001427048538 }, { "x": 3, "y": 0.0003553399835 }, { "x": 4, "y": 0.00067882250994 }, { "x": 5, "y": 0.00112151158592 }, { "x": 6, "y": 0.00169029134648 }, { "x": 7, "y": 0.0023910675457 }, { "x": 8, "y": 0.00322904223457 }, { "x": 9, "y": 0.00420888346239 }, { "x": 10, "y": 0.00533483823012 }, { "x": 11, "y": 0.00661081184122 }, { "x": 12, "y": 0.00804042598264 }, { "x": 13, "y": 0.00962706263513 }, { "x": 14, "y": 0.01137389815117 }, { "x": 15, "y": 0.01328393028104 }, { "x": 16, "y": 0.01536 }, { "x": 17, "y": 0.01760480941281 }, { "x": 18, "y": 0.02002093663878 }, { "x": 19, "y": 0.02261084833214 }, { "x": 20, "y": 0.02537691032257 }, { "x": 21, "y": 0.02832139674094 }, { "x": 22, "y": 0.0314464979101 }, { "x": 23, "y": 0.03475432721812 }, { "x": 24, "y": 0.03824692714484 }, { "x": 25, "y": 0.04192627457812 }, { "x": 26, "y": 0.04579428552908 }, { "x": 27, "y": 0.0498528193356 }, { "x": 28, "y": 0.05410368242677 }, { "x": 29, "y": 0.05854863170869 }, { "x": 30, "y": 0.06318937762166 }, { "x": 31, "y": 0.06802758691085 }, { "x": 32, "y": 0.07306488514577 }, { "x": 33, "y": 0.07830285901875 }, { "x": 34, "y": 0.08374305844794 }, { "x": 35, "y": 0.08938699850684 }, { "x": 36, "y": 0.09523616119941 }, { "x": 37, "y": 0.10129199709697 }, { "x": 38, "y": 0.10755592685131 }, { "x": 39, "y": 0.11402934259642 }, { "x": 40, "y": 0.12071360924956 }, { "x": 41, "y": 0.12761006572157 }, { "x": 42, "y": 0.13472002604456 }, { "x": 43, "y": 0.14204478042466 }, { "x": 44, "y": 0.14958559622643 }, { "x": 45, "y": 0.15734371889476 }, { "x": 46, "y": 0.16532037281966 }, { "x": 47, "y": 0.17351676214858 }, { "x": 48, "y": 0.18193407155055 }, { "x": 49, "y": 0.19057346693598 }, { "x": 50, "y": 0.19943609613544 }, { "x": 51, "y": 0.20852308954067 }, { "x": 52, "y": 0.21783556071061 }, { "x": 53, "y": 0.22737460694491 }, { "x": 54, "y": 0.23714130982737 }, { "x": 55, "y": 0.24713673574133 }, { "x": 56, "y": 0.25736193635905 }, { "x": 57, "y": 0.26781794910666 }, { "x": 58, "y": 0.27850579760658 }, { "x": 59, "y": 0.28942649209857 }, { "x": 60, "y": 0.30058102984108 }, { "x": 61, "y": 0.31197039549389 }, { "x": 62, "y": 0.32359556148337 }, { "x": 63, "y": 0.3354574883514 }, { "x": 64, "y": 0.34755712508881 }, { "x": 65, "y": 0.35989540945447 }, { "x": 66, "y": 0.37247326828062 }, { "x": 67, "y": 0.38529161776545 }, { "x": 68, "y": 0.39835136375351 }, { "x": 69, "y": 0.41165340200468 }, { "x": 70, "y": 0.4251986184523 }, { "x": 71, "y": 0.43898788945114 }, { "x": 72, "y": 0.45302208201554 }, { "x": 73, "y": 0.46730205404854 }, { "x": 74, "y": 0.48182865456219 }, { "x": 75, "y": 0.49660272388958 }, { "x": 76, "y": 0.51162509388918 }, { "x": 77, "y": 0.52689658814153 }, { "x": 78, "y": 0.54241802213898 }, { "x": 79, "y": 0.55819020346865 } ] }, { "id": 1133, "curve_id": "E19.20", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Concrete sewer gravity pipes, non-liquefaction zone", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -1.10875642904169, "sigma": 2.9672954213334752, "method": "Curve fitting", "mu_sigma_quality": 0.91554077683614343, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.109, σ=2.967, R²=0.916; Mu/sigma can be used for reconstruction (quality: 0.916); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 37.4680554631023 }, { "x": 2, "y": 39.684327473518 }, { "x": 3, "y": 40.9969011118872 }, { "x": 4, "y": 41.9344375800281 }, { "x": 5, "y": 42.664843336945 }, { "x": 6, "y": 43.2635132199225 }, { "x": 7, "y": 43.770896432356 }, { "x": 8, "y": 44.2112442972035 }, { "x": 9, "y": 44.6002551112507 }, { "x": 10, "y": 44.9486792715541 }, { "x": 11, "y": 45.2642038799612 }, { "x": 12, "y": 45.5525171512678 }, { "x": 13, "y": 45.8179470146679 }, { "x": 14, "y": 46.0638633247176 }, { "x": 15, "y": 46.2929415216206 }, { "x": 16, "y": 46.5073413589865 }, { "x": 17, "y": 46.708831563197 }, { "x": 18, "y": 46.8988789440775 }, { "x": 19, "y": 47.0787134720854 }, { "x": 20, "y": 47.2493767063979 }, { "x": 21, "y": 47.4117584390599 }, { "x": 22, "y": 47.5666248380647 }, { "x": 23, "y": 47.7146403521548 }, { "x": 24, "y": 47.8563849670268 }, { "x": 25, "y": 47.9923679490892 }, { "x": 26, "y": 48.1230389015241 }, { "x": 27, "y": 48.2487967398978 }, { "x": 28, "y": 48.3699970402548 }, { "x": 29, "y": 48.486958101579 }, { "x": 30, "y": 48.599965983522 }, { "x": 31, "y": 48.7092787205345 }, { "x": 32, "y": 48.8151298689177 }, { "x": 33, "y": 48.9177315096691 }, { "x": 34, "y": 49.0172768043667 }, { "x": 35, "y": 49.113942181647 }, { "x": 36, "y": 49.2078892165653 }, { "x": 37, "y": 49.2992662532089 }, { "x": 38, "y": 49.3882098115459 }, { "x": 39, "y": 49.4748458120588 }, { "x": 40, "y": 49.5592906457761 }, { "x": 41, "y": 49.641652112554 }, { "x": 42, "y": 49.7220302466116 }, { "x": 43, "y": 49.8005180452011 }, { "x": 44, "y": 49.8772021137421 }, { "x": 45, "y": 49.9521632386585 }, { "x": 46, "y": 50.0254768974293 }, { "x": 47, "y": 50.0972137139363 }, { "x": 48, "y": 50.1674398660039 }, { "x": 49, "y": 50.2362174510309 }, { "x": 50, "y": 50.3036048147831 }, { "x": 51, "y": 50.3696568477145 }, { "x": 52, "y": 50.4344252525907 }, { "x": 53, "y": 50.4979587866876 }, { "x": 54, "y": 50.5603034814107 }, { "x": 55, "y": 50.6215028418148 }, { "x": 56, "y": 50.6815980281927 }, { "x": 57, "y": 50.7406280216328 }, { "x": 58, "y": 50.7986297752148 }, { "x": 59, "y": 50.8556383523136 }, { "x": 60, "y": 50.911687053308 }, { "x": 61, "y": 50.9668075318429 }, { "x": 62, "y": 51.0210299016605 }, { "x": 63, "y": 51.0743828349051 }, { "x": 64, "y": 51.126893652705 }, { "x": 65, "y": 51.1785884087489 }, { "x": 66, "y": 51.2294919664963 }, { "x": 67, "y": 51.2796280705959 }, { "x": 68, "y": 51.3290194130255 }, { "x": 69, "y": 51.377687694415 }, { "x": 70, "y": 51.4256536809671 }, { "x": 71, "y": 51.4256536809671 }, { "x": 72, "y": 51.5195574758995 }, { "x": 73, "y": 51.5655326024343 }, { "x": 74, "y": 51.6108801589628 }, { "x": 75, "y": 51.6556169635283 }, { "x": 76, "y": 51.6997591674215 }, { "x": 77, "y": 51.7433222899661 }, { "x": 78, "y": 51.7863212510647 }, { "x": 79, "y": 51.8287704016758 }, { "x": 80, "y": 51.8706835523778 }, { "x": 81, "y": 51.9120740001632 }, { "x": 82, "y": 51.9529545535914 }, { "x": 83, "y": 51.9933375564204 }, { "x": 84, "y": 52.0332349098266 }, { "x": 85, "y": 52.0726580933122 }, { "x": 86, "y": 52.1116181843917 }, { "x": 87, "y": 52.1501258771439 }, { "x": 88, "y": 52.188191499705 }, { "x": 89, "y": 52.225825030775 }, { "x": 90, "y": 52.2630361152048 }, { "x": 91, "y": 52.2998340787225 }, { "x": 92, "y": 52.3362279418577 }, { "x": 93, "y": 52.3722264331132 }, { "x": 94, "y": 52.4078380014352 }, { "x": 95, "y": 52.4430708280233 }, { "x": 96, "y": 52.4779328375246 }, { "x": 97, "y": 52.5124317086481 }, { "x": 98, "y": 52.5465748842359 }, { "x": 99, "y": 52.5803695808243 }, { "x": 100, "y": 52.6138227977252 } ] }, { "id": 1134, "curve_id": "E19.21", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Earthenware sewer gravity pipes, liquefaction zone 0", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -0.0639258785438034, "sigma": 0.43017658218946886, "method": "Curve fitting", "mu_sigma_quality": 0.95327720423081463, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.064, σ=0.430, R²=0.953; Mu/sigma can be used for reconstruction (quality: 0.953); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 28.0105723556025 }, { "x": 2, "y": 48.4840931948799 }, { "x": 3, "y": 48.676007447693 }, { "x": 4, "y": 48.8093796750997 }, { "x": 5, "y": 48.9112445107871 }, { "x": 6, "y": 48.9934501168719 }, { "x": 7, "y": 49.0622383835998 }, { "x": 8, "y": 49.1212973384904 }, { "x": 9, "y": 49.1729852910189 }, { "x": 10, "y": 49.2189003506911 }, { "x": 11, "y": 49.2601747611502 }, { "x": 12, "y": 49.2976394968379 }, { "x": 13, "y": 49.3319221526895 }, { "x": 14, "y": 49.3635081159096 }, { "x": 15, "y": 49.3927803815344 }, { "x": 16, "y": 49.4200463673615 }, { "x": 17, "y": 49.4455565052489 }, { "x": 18, "y": 49.4695174572867 }, { "x": 19, "y": 49.4921017177808 }, { "x": 20, "y": 49.5134547242385 }, { "x": 21, "y": 49.533700213662 }, { "x": 22, "y": 49.5529443186545 }, { "x": 23, "y": 49.5712787426817 }, { "x": 24, "y": 49.5887832518906 }, { "x": 25, "y": 49.6055276524863 }, { "x": 26, "y": 49.6215733758874 }, { "x": 27, "y": 49.6369747613212 }, { "x": 28, "y": 49.6517801025137 }, { "x": 29, "y": 49.6660325086154 }, { "x": 30, "y": 49.679770617512 }, { "x": 31, "y": 49.6930291908375 }, { "x": 32, "y": 49.7058396134423 }, { "x": 33, "y": 49.7182303151234 }, { "x": 34, "y": 49.7302271286761 }, { "x": 35, "y": 49.7418535954473 }, { "x": 36, "y": 49.7531312273503 }, { "x": 37, "y": 49.7640797325669 }, { "x": 38, "y": 49.7747172108028 }, { "x": 39, "y": 49.7850603228877 }, { "x": 40, "y": 49.7951244386547 }, { "x": 41, "y": 49.8049237663479 }, { "x": 42, "y": 49.8144714662556 }, { "x": 43, "y": 49.8237797508164 }, { "x": 44, "y": 49.8328599730837 }, { "x": 45, "y": 49.8417227051323 }, { "x": 46, "y": 49.8503778077467 }, { "x": 47, "y": 49.8588344925281 }, { "x": 48, "y": 49.867101377385 }, { "x": 49, "y": 49.8751865362363 }, { "x": 50, "y": 49.8830975436329 }, { "x": 51, "y": 49.8908415149102 }, { "x": 52, "y": 49.8984251423943 }, { "x": 53, "y": 49.9058547281197 }, { "x": 54, "y": 49.9131362134527 }, { "x": 55, "y": 49.9202752059641 }, { "x": 56, "y": 49.9272770038524 }, { "x": 57, "y": 49.9341466181792 }, { "x": 58, "y": 49.9408887931485 }, { "x": 59, "y": 49.9475080246314 }, { "x": 60, "y": 49.9540085771156 }, { "x": 61, "y": 49.9603944992373 }, { "x": 62, "y": 49.9666696380349 }, { "x": 63, "y": 49.9728376520486 }, { "x": 64, "y": 49.9789020233768 }, { "x": 65, "y": 49.9848660687853 }, { "x": 66, "y": 49.9907329499595 }, { "x": 67, "y": 49.9965056829757 }, { "x": 68, "y": 50.0021871470624 }, { "x": 69, "y": 50.0077800927146 }, { "x": 70, "y": 50.0132871492167 }, { "x": 71, "y": 50.0132871492167 }, { "x": 72, "y": 50.0240535472623 }, { "x": 73, "y": 50.0293176017419 }, { "x": 74, "y": 50.0345052046001 }, { "x": 75, "y": 50.0396184745288 }, { "x": 76, "y": 50.0446594442638 }, { "x": 77, "y": 50.0496300651491 }, { "x": 78, "y": 50.0545322114029 }, { "x": 79, "y": 50.0593676841085 }, { "x": 80, "y": 50.0641382149511 }, { "x": 81, "y": 50.0688454697197 }, { "x": 82, "y": 50.073491051592 }, { "x": 83, "y": 50.0780765042168 }, { "x": 84, "y": 50.0826033146101 }, { "x": 85, "y": 50.0870729158784 }, { "x": 86, "y": 50.0914866897792 }, { "x": 87, "y": 50.0958459691331 }, { "x": 88, "y": 50.1001520400957 }, { "x": 89, "y": 50.1044061443 }, { "x": 90, "y": 50.1086094808766 }, { "x": 91, "y": 50.1127632083626 }, { "x": 92, "y": 50.1168684465031 }, { "x": 93, "y": 50.1209262779557 }, { "x": 94, "y": 50.1249377499013 }, { "x": 95, "y": 50.1289038755699 }, { "x": 96, "y": 50.1328256356846 }, { "x": 97, "y": 50.1367039798303 }, { "x": 98, "y": 50.1405398277512 }, { "x": 99, "y": 50.1443340705816 }, { "x": 100, "y": 50.1480875720144 } ] }, { "id": 1135, "curve_id": "E19.22", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Earthenware sewer gravity pipes, liquefaction zone 1", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -0.0439766696728708, "sigma": 2.5952273493537321, "method": "Curve fitting", "mu_sigma_quality": 0.92585568959667064, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.044, σ=2.595, R²=0.926; Mu/sigma can be used for reconstruction (quality: 0.926); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 31.766107365805 }, { "x": 2, "y": 34.8220399420657 }, { "x": 3, "y": 36.6580941388552 }, { "x": 4, "y": 37.9798636087107 }, { "x": 5, "y": 39.0149596322444 }, { "x": 6, "y": 39.8665522057699 }, { "x": 7, "y": 40.5903649312823 }, { "x": 8, "y": 41.219980401492 }, { "x": 9, "y": 41.7772282955104 }, { "x": 10, "y": 42.2771100019772 }, { "x": 11, "y": 42.7303841603837 }, { "x": 12, "y": 43.1450323052179 }, { "x": 13, "y": 43.5271409752323 }, { "x": 14, "y": 43.8814588350061 }, { "x": 15, "y": 44.2117627833321 }, { "x": 16, "y": 44.5211066761745 }, { "x": 17, "y": 44.8119951532693 }, { "x": 18, "y": 45.0865081214946 }, { "x": 19, "y": 45.3463918163681 }, { "x": 20, "y": 45.5931266709436 }, { "x": 21, "y": 45.8279787433774 }, { "x": 22, "y": 46.0520392660884 }, { "x": 23, "y": 46.2662554663287 }, { "x": 24, "y": 46.4714548741182 }, { "x": 25, "y": 46.6683647033662 }, { "x": 26, "y": 46.8576274587789 }, { "x": 27, "y": 47.0398136181676 }, { "x": 28, "y": 47.2154320245714 }, { "x": 29, "y": 47.3849384675538 }, { "x": 30, "y": 47.5487428198505 }, { "x": 31, "y": 47.7072150119243 }, { "x": 32, "y": 47.8606900645039 }, { "x": 33, "y": 48.0094723520199 }, { "x": 34, "y": 48.1538392338998 }, { "x": 35, "y": 48.2940441630336 }, { "x": 36, "y": 48.4303193592731 }, { "x": 37, "y": 48.5628781190638 }, { "x": 38, "y": 48.6919168190991 }, { "x": 39, "y": 48.8176166614165 }, { "x": 40, "y": 48.9401451989909 }, { "x": 41, "y": 49.0596576741634 }, { "x": 42, "y": 49.1762981968186 }, { "x": 43, "y": 49.2902007848073 }, { "x": 44, "y": 49.4014902855153 }, { "x": 45, "y": 49.5102831945132 }, { "x": 46, "y": 49.616688384789 }, { "x": 47, "y": 49.720807758038 }, { "x": 48, "y": 49.8227368278029 }, { "x": 49, "y": 49.9225652428516 }, { "x": 50, "y": 50.0203772579976 }, { "x": 51, "y": 50.1162521585752 }, { "x": 52, "y": 50.2102646439412 }, { "x": 53, "y": 50.3024851746615 }, { "x": 54, "y": 50.392980287434 }, { "x": 55, "y": 50.4818128812829 }, { "x": 56, "y": 50.5690424781133 }, { "x": 57, "y": 50.6547254603357 }, { "x": 58, "y": 50.7389152879413 }, { "x": 59, "y": 50.8216626971256 }, { "x": 60, "y": 50.9030158823102 }, { "x": 61, "y": 50.9830206632037 }, { "x": 62, "y": 51.0617206383522 }, { "x": 63, "y": 51.1391573264706 }, { "x": 64, "y": 51.2153702967046 }, { "x": 65, "y": 51.290397288847 }, { "x": 66, "y": 51.364274324425 }, { "x": 67, "y": 51.4370358094778 }, { "x": 68, "y": 51.5087146297599 }, { "x": 69, "y": 51.5793422390308 }, { "x": 70, "y": 51.648948741024 }, { "x": 71, "y": 51.648948741024 }, { "x": 72, "y": 51.7852125397927 }, { "x": 73, "y": 51.851923953503 }, { "x": 74, "y": 51.9177226213749 }, { "x": 75, "y": 51.9826329400715 }, { "x": 76, "y": 52.0466783419616 }, { "x": 77, "y": 52.1098813452827 }, { "x": 78, "y": 52.172263601084 }, { "x": 79, "y": 52.2338459371928 }, { "x": 80, "y": 52.294648399429 }, { "x": 81, "y": 52.3546902902711 }, { "x": 82, "y": 52.4139902051615 }, { "x": 83, "y": 52.4725660666212 }, { "x": 84, "y": 52.5304351563312 }, { "x": 85, "y": 52.5876141453239 }, { "x": 86, "y": 52.6441191224167 }, { "x": 87, "y": 52.6999656210099 }, { "x": 88, "y": 52.7551686443596 }, { "x": 89, "y": 52.809742689429 }, { "x": 90, "y": 52.8637017694132 }, { "x": 91, "y": 52.9170594350248 }, { "x": 92, "y": 52.9698287946214 }, { "x": 93, "y": 53.0220225332496 }, { "x": 94, "y": 53.073652930675 }, { "x": 95, "y": 53.1247318784627 }, { "x": 96, "y": 53.175270896166 }, { "x": 97, "y": 53.2252811466813 }, { "x": 98, "y": 53.274773450818 }, { "x": 99, "y": 53.3237583011315 }, { "x": 100, "y": 53.3722458750647 } ] }, { "id": 1136, "curve_id": "E19.23", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Earthenware sewer gravity pipes, liquefaction zone 2", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -0.82621715744941, "sigma": 2.8737306893503409, "method": "Curve fitting", "mu_sigma_quality": 0.917896978319158, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.826, σ=2.874, R²=0.918; Mu/sigma can be used for reconstruction (quality: 0.918); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 35.9670770562503 }, { "x": 2, "y": 38.3689215470194 }, { "x": 3, "y": 39.7956040793563 }, { "x": 4, "y": 40.8163164265406 }, { "x": 5, "y": 41.6123953752427 }, { "x": 6, "y": 42.2654193729668 }, { "x": 7, "y": 42.819214183369 }, { "x": 8, "y": 43.3000830285883 }, { "x": 9, "y": 43.7250668785309 }, { "x": 10, "y": 44.1058438892617 }, { "x": 11, "y": 44.4507696252532 }, { "x": 12, "y": 44.7660302051763 }, { "x": 13, "y": 45.0563345822313 }, { "x": 14, "y": 45.3253508076002 }, { "x": 15, "y": 45.5759921554955 }, { "x": 16, "y": 45.8106111660136 }, { "x": 17, "y": 46.0311350414727 }, { "x": 18, "y": 46.239162468132 }, { "x": 19, "y": 46.4360343488225 }, { "x": 20, "y": 46.6228864561743 }, { "x": 21, "y": 46.8006892854386 }, { "x": 22, "y": 46.9702786701844 }, { "x": 23, "y": 47.132379617686 }, { "x": 24, "y": 47.2876250904843 }, { "x": 25, "y": 47.436570968374 }, { "x": 26, "y": 47.5797080870052 }, { "x": 27, "y": 47.7174720130993 }, { "x": 28, "y": 47.8502510486757 }, { "x": 29, "y": 47.9783928360327 }, { "x": 30, "y": 48.1022098472339 }, { "x": 31, "y": 48.2219839768884 }, { "x": 32, "y": 48.3379704085148 }, { "x": 33, "y": 48.4504008881933 }, { "x": 34, "y": 48.5594865113461 }, { "x": 35, "y": 48.6654201070626 }, { "x": 36, "y": 48.7683782877865 }, { "x": 37, "y": 48.8685232192073 }, { "x": 38, "y": 48.9660041549898 }, { "x": 39, "y": 49.0609587728799 }, { "x": 40, "y": 49.153514342267 }, { "x": 41, "y": 49.2437887480976 }, { "x": 42, "y": 49.3318913918474 }, { "x": 43, "y": 49.4179239868565 }, { "x": 44, "y": 49.5019812625547 }, { "x": 45, "y": 49.5841515898266 }, { "x": 46, "y": 49.6645175378835 }, { "x": 47, "y": 49.7431563714548 }, { "x": 48, "y": 49.8201404958165 }, { "x": 49, "y": 49.8955378560895 }, { "x": 50, "y": 49.9694122963359 }, { "x": 51, "y": 50.0418238832165 }, { "x": 52, "y": 50.1128291983248 }, { "x": 53, "y": 50.182481602769 }, { "x": 54, "y": 50.250831477105 }, { "x": 55, "y": 50.3179264393252 }, { "x": 56, "y": 50.3838115432713 }, { "x": 57, "y": 50.4485294595416 }, { "x": 58, "y": 50.5121206407162 }, { "x": 59, "y": 50.5746234725034 }, { "x": 60, "y": 50.6360744122231 }, { "x": 61, "y": 50.6965081158797 }, { "x": 62, "y": 50.755957554935 }, { "x": 63, "y": 50.8144541237666 }, { "x": 64, "y": 50.8720277386905 }, { "x": 65, "y": 50.9287069293293 }, { "x": 66, "y": 50.9845189230267 }, { "x": 67, "y": 51.0394897229328 }, { "x": 68, "y": 51.0936441803222 }, { "x": 69, "y": 51.1470060616483 }, { "x": 70, "y": 51.1995981107873 }, { "x": 71, "y": 51.1995981107873 }, { "x": 72, "y": 51.3025589181398 }, { "x": 73, "y": 51.3529685519608 }, { "x": 74, "y": 51.4026902016256 }, { "x": 75, "y": 51.4517422898875 }, { "x": 76, "y": 51.5001425096743 }, { "x": 77, "y": 51.5479078621386 }, { "x": 78, "y": 51.5950546922598 }, { "x": 79, "y": 51.6415987221847 }, { "x": 80, "y": 51.687555082477 }, { "x": 81, "y": 51.7329383414299 }, { "x": 82, "y": 51.7777625325862 }, { "x": 83, "y": 51.8220411805942 }, { "x": 84, "y": 51.8657873255193 }, { "x": 85, "y": 51.9090135457213 }, { "x": 86, "y": 51.9517319793962 }, { "x": 87, "y": 51.9939543448771 }, { "x": 88, "y": 52.0356919597768 }, { "x": 89, "y": 52.0769557590526 }, { "x": 90, "y": 52.117756312064 }, { "x": 91, "y": 52.1581038386896 }, { "x": 92, "y": 52.1980082245668 }, { "x": 93, "y": 52.2374790355083 }, { "x": 94, "y": 52.2765255311509 }, { "x": 95, "y": 52.3151566778823 }, { "x": 96, "y": 52.3533811610944 }, { "x": 97, "y": 52.3912073968018 }, { "x": 98, "y": 52.4286435426665 }, { "x": 99, "y": 52.4656975084642 }, { "x": 100, "y": 52.5023769660262 } ] }, { "id": 1137, "curve_id": "E19.24", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Earthenware sewer gravity pipes, liquefaction zone 3", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -1.19602073192502, "sigma": 2.9970484728493338, "method": "Curve fitting", "mu_sigma_quality": 0.91458307073781109, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.196, σ=2.997, R²=0.915; Mu/sigma can be used for reconstruction (quality: 0.915); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 37.4308260142192 }, { "x": 2, "y": 39.5602993001737 }, { "x": 3, "y": 40.8210273309684 }, { "x": 4, "y": 41.7214098448043 }, { "x": 5, "y": 42.4228289738286 }, { "x": 6, "y": 42.9977277380448 }, { "x": 7, "y": 43.4849637975261 }, { "x": 8, "y": 43.9078308582506 }, { "x": 9, "y": 44.2814056703306 }, { "x": 10, "y": 44.6160120994336 }, { "x": 11, "y": 44.9190317491306 }, { "x": 12, "y": 45.1959264721865 }, { "x": 13, "y": 45.4508517795589 }, { "x": 14, "y": 45.6870431545536 }, { "x": 15, "y": 45.9070692755865 }, { "x": 16, "y": 46.1130036588359 }, { "x": 17, "y": 46.306544369912 }, { "x": 18, "y": 46.4890995940054 }, { "x": 19, "y": 46.6618501250318 }, { "x": 20, "y": 46.8257958661949 }, { "x": 21, "y": 46.9817910145584 }, { "x": 22, "y": 47.1305710824173 }, { "x": 23, "y": 47.2727739285171 }, { "x": 24, "y": 47.408956325701 }, { "x": 25, "y": 47.5396071560023 }, { "x": 26, "y": 47.6651580251468 }, { "x": 27, "y": 47.7859918795538 }, { "x": 28, "y": 47.9024500607433 }, { "x": 29, "y": 48.0148381254169 }, { "x": 30, "y": 48.1234306817182 }, { "x": 31, "y": 48.2284754347883 }, { "x": 32, "y": 48.3301965918945 }, { "x": 33, "y": 48.4287977451009 }, { "x": 34, "y": 48.5244643248471 }, { "x": 35, "y": 48.6173656988903 }, { "x": 36, "y": 48.707656976415 }, { "x": 37, "y": 48.795480565666 }, { "x": 38, "y": 48.880967524451 }, { "x": 39, "y": 48.9642387357209 }, { "x": 40, "y": 49.0454059347358 }, { "x": 41, "y": 49.1245726097566 }, { "x": 42, "y": 49.2018347945038 }, { "x": 43, "y": 49.2772817676316 }, { "x": 44, "y": 49.3509966720103 }, { "x": 45, "y": 49.4230570646085 }, { "x": 46, "y": 49.4935354061038 }, { "x": 47, "y": 49.5624994979823 }, { "x": 48, "y": 49.6300128737457 }, { "x": 49, "y": 49.6961351498894 }, { "x": 50, "y": 49.7609223415185 }, { "x": 51, "y": 49.8244271467924 }, { "x": 52, "y": 49.8866992038227 }, { "x": 53, "y": 49.9477853231656 }, { "x": 54, "y": 50.0077296986392 }, { "x": 55, "y": 50.0665740988472 }, { "x": 56, "y": 50.1243580414902 }, { "x": 57, "y": 50.1811189522891 }, { "x": 58, "y": 50.2368923101214 }, { "x": 59, "y": 50.2917117797834 }, { "x": 60, "y": 50.3456093336214 }, { "x": 61, "y": 50.398615363135 }, { "x": 62, "y": 50.4507587815286 }, { "x": 63, "y": 50.502067118077 }, { "x": 64, "y": 50.5525666050784 }, { "x": 65, "y": 50.6022822580826 }, { "x": 66, "y": 50.6512379500083 }, { "x": 67, "y": 50.6994564797007 }, { "x": 68, "y": 50.7469596354225 }, { "x": 69, "y": 50.79376825372 }, { "x": 70, "y": 50.8399022740648 }, { "x": 71, "y": 50.8399022740648 }, { "x": 72, "y": 50.9302220945113 }, { "x": 73, "y": 50.9744437277296 }, { "x": 74, "y": 51.018062514206 }, { "x": 75, "y": 51.0610946030222 }, { "x": 76, "y": 51.1035555031417 }, { "x": 77, "y": 51.1454601168027 }, { "x": 78, "y": 51.1868227707609 }, { "x": 79, "y": 51.2276572455468 }, { "x": 80, "y": 51.267976802887 }, { "x": 81, "y": 51.3077942114253 }, { "x": 82, "y": 51.3471217708698 }, { "x": 83, "y": 51.3859713346783 }, { "x": 84, "y": 51.4243543313898 }, { "x": 85, "y": 51.4622817846947 }, { "x": 86, "y": 51.4997643323348 }, { "x": 87, "y": 51.536812243912 }, { "x": 88, "y": 51.5734354376828 }, { "x": 89, "y": 51.6096434964041 }, { "x": 90, "y": 51.6454456822968 }, { "x": 91, "y": 51.680850951184 }, { "x": 92, "y": 51.7158679658575 }, { "x": 93, "y": 51.7505051087239 }, { "x": 94, "y": 51.7847704937757 }, { "x": 95, "y": 51.8186719779295 }, { "x": 96, "y": 51.8522171717727 }, { "x": 97, "y": 51.8854134497534 }, { "x": 98, "y": 51.9182679598497 }, { "x": 99, "y": 51.950787632748 }, { "x": 100, "y": 51.9829791905624 } ] }, { "id": 1138, "curve_id": "E19.25", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Earthenware sewer gravity pipes, liquefaction zone 4", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -1.44332558722628, "sigma": 3.0768466611696961, "method": "Curve fitting", "mu_sigma_quality": 0.91252207224580506, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.443, σ=3.077, R²=0.913; Mu/sigma can be used for reconstruction (quality: 0.913); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 38.2662986455797 }, { "x": 2, "y": 40.2293587951528 }, { "x": 3, "y": 41.3895585574057 }, { "x": 4, "y": 42.2173796656829 }, { "x": 5, "y": 42.8618838096089 }, { "x": 6, "y": 43.3899070130078 }, { "x": 7, "y": 43.8372703167751 }, { "x": 8, "y": 44.2254337193051 }, { "x": 9, "y": 44.5682801613564 }, { "x": 10, "y": 44.8753120982656 }, { "x": 11, "y": 45.1533214304737 }, { "x": 12, "y": 45.4073321461348 }, { "x": 13, "y": 45.6411656017768 }, { "x": 14, "y": 45.8577964077848 }, { "x": 15, "y": 46.0595856369796 }, { "x": 16, "y": 46.2484388593534 }, { "x": 17, "y": 46.425916336724 }, { "x": 18, "y": 46.5933117730726 }, { "x": 19, "y": 46.7517098120259 }, { "x": 20, "y": 46.9020288151526 }, { "x": 21, "y": 47.0450532246515 }, { "x": 22, "y": 47.181458413674 }, { "x": 23, "y": 47.31183002497 }, { "x": 24, "y": 47.436679203122 }, { "x": 25, "y": 47.5564547245251 }, { "x": 26, "y": 47.6715527539176 }, { "x": 27, "y": 47.78232476398 }, { "x": 28, "y": 47.8890840181188 }, { "x": 29, "y": 47.9921109184047 }, { "x": 30, "y": 48.0916574490797 }, { "x": 31, "y": 48.1879508932366 }, { "x": 32, "y": 48.2811969608657 }, { "x": 33, "y": 48.3715824367413 }, { "x": 34, "y": 48.4592774339872 }, { "x": 35, "y": 48.5444373217733 }, { "x": 36, "y": 48.6272043821159 }, { "x": 37, "y": 48.7077092402287 }, { "x": 38, "y": 48.786072104589 }, { "x": 39, "y": 48.8624038463168 }, { "x": 40, "y": 48.93680694223 }, { "x": 41, "y": 49.0093763017322 }, { "x": 42, "y": 49.0801999942971 }, { "x": 43, "y": 49.1493598915568 }, { "x": 44, "y": 49.2169322357491 }, { "x": 45, "y": 49.2829881444356 }, { "x": 46, "y": 49.3475940598775 }, { "x": 47, "y": 49.4108121501967 }, { "x": 48, "y": 49.4727006684014 }, { "x": 49, "y": 49.5333142744788 }, { "x": 50, "y": 49.5927043250229 }, { "x": 51, "y": 49.650919134248 }, { "x": 52, "y": 49.7080042097148 }, { "x": 53, "y": 49.7640024656541 }, { "x": 54, "y": 49.8189544163957 }, { "x": 55, "y": 49.8728983520887 }, { "x": 56, "y": 49.925870498624 }, { "x": 57, "y": 49.9779051634341 }, { "x": 58, "y": 50.0290348686406 }, { "x": 59, "y": 50.0792904728445 }, { "x": 60, "y": 50.1287012827035 }, { "x": 61, "y": 50.1772951553064 }, { "x": 62, "y": 50.2250985922413 }, { "x": 63, "y": 50.272136826153 }, { "x": 64, "y": 50.3184339004993 }, { "x": 65, "y": 50.3640127431357 }, { "x": 66, "y": 50.4088952342951 }, { "x": 67, "y": 50.4531022694655 }, { "x": 68, "y": 50.4966538176196 }, { "x": 69, "y": 50.539568975202 }, { "x": 70, "y": 50.5818660162401 }, { "x": 71, "y": 50.5818660162401 }, { "x": 72, "y": 50.6646750088379 }, { "x": 73, "y": 50.705219799457 }, { "x": 74, "y": 50.7452122295762 }, { "x": 75, "y": 50.7846670984677 }, { "x": 76, "y": 50.8235986186212 }, { "x": 77, "y": 50.8620204463635 }, { "x": 78, "y": 50.8999457105066 }, { "x": 79, "y": 50.9373870391735 }, { "x": 80, "y": 50.9743565849412 }, { "x": 81, "y": 51.0108660484236 }, { "x": 82, "y": 51.046926700411 }, { "x": 83, "y": 51.0825494026698 }, { "x": 84, "y": 51.1177446274991 }, { "x": 85, "y": 51.152522476132 }, { "x": 86, "y": 51.1868926960627 }, { "x": 87, "y": 51.2208646973739 }, { "x": 88, "y": 51.2544475681326 }, { "x": 89, "y": 51.287650088918 }, { "x": 90, "y": 51.3204807465383 }, { "x": 91, "y": 51.3529477469922 }, { "x": 92, "y": 51.3850590277219 }, { "x": 93, "y": 51.4168222692064 }, { "x": 94, "y": 51.4482449059342 }, { "x": 95, "y": 51.4793341367982 }, { "x": 96, "y": 51.5100969349455 }, { "x": 97, "y": 51.540540057119 }, { "x": 98, "y": 51.5706700525202 }, { "x": 99, "y": 51.6004932712226 }, { "x": 100, "y": 51.6300158721637 } ] }, { "id": 1139, "curve_id": "E19.26", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Earthenware sewer gravity pipes, non-liquefaction zone", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -1.10875642904169, "sigma": 2.9672954213334752, "method": "Curve fitting", "mu_sigma_quality": 0.91554077683614343, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.109, σ=2.967, R²=0.916; Mu/sigma can be used for reconstruction (quality: 0.916); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 37.4680554631023 }, { "x": 2, "y": 39.684327473518 }, { "x": 3, "y": 40.9969011118872 }, { "x": 4, "y": 41.9344375800281 }, { "x": 5, "y": 42.664843336945 }, { "x": 6, "y": 43.2635132199225 }, { "x": 7, "y": 43.770896432356 }, { "x": 8, "y": 44.2112442972035 }, { "x": 9, "y": 44.6002551112507 }, { "x": 10, "y": 44.9486792715541 }, { "x": 11, "y": 45.2642038799612 }, { "x": 12, "y": 45.5525171512678 }, { "x": 13, "y": 45.8179470146679 }, { "x": 14, "y": 46.0638633247176 }, { "x": 15, "y": 46.2929415216206 }, { "x": 16, "y": 46.5073413589865 }, { "x": 17, "y": 46.708831563197 }, { "x": 18, "y": 46.8988789440775 }, { "x": 19, "y": 47.0787134720854 }, { "x": 20, "y": 47.2493767063979 }, { "x": 21, "y": 47.4117584390599 }, { "x": 22, "y": 47.5666248380647 }, { "x": 23, "y": 47.7146403521548 }, { "x": 24, "y": 47.8563849670268 }, { "x": 25, "y": 47.9923679490892 }, { "x": 26, "y": 48.1230389015241 }, { "x": 27, "y": 48.2487967398978 }, { "x": 28, "y": 48.3699970402548 }, { "x": 29, "y": 48.486958101579 }, { "x": 30, "y": 48.599965983522 }, { "x": 31, "y": 48.7092787205345 }, { "x": 32, "y": 48.8151298689177 }, { "x": 33, "y": 48.9177315096691 }, { "x": 34, "y": 49.0172768043667 }, { "x": 35, "y": 49.113942181647 }, { "x": 36, "y": 49.2078892165653 }, { "x": 37, "y": 49.2992662532089 }, { "x": 38, "y": 49.3882098115459 }, { "x": 39, "y": 49.4748458120588 }, { "x": 40, "y": 49.5592906457761 }, { "x": 41, "y": 49.641652112554 }, { "x": 42, "y": 49.7220302466116 }, { "x": 43, "y": 49.8005180452011 }, { "x": 44, "y": 49.8772021137421 }, { "x": 45, "y": 49.9521632386585 }, { "x": 46, "y": 50.0254768974293 }, { "x": 47, "y": 50.0972137139363 }, { "x": 48, "y": 50.1674398660039 }, { "x": 49, "y": 50.2362174510309 }, { "x": 50, "y": 50.3036048147831 }, { "x": 51, "y": 50.3696568477145 }, { "x": 52, "y": 50.4344252525907 }, { "x": 53, "y": 50.4979587866876 }, { "x": 54, "y": 50.5603034814107 }, { "x": 55, "y": 50.6215028418148 }, { "x": 56, "y": 50.6815980281927 }, { "x": 57, "y": 50.7406280216328 }, { "x": 58, "y": 50.7986297752148 }, { "x": 59, "y": 50.8556383523136 }, { "x": 60, "y": 50.911687053308 }, { "x": 61, "y": 50.9668075318429 }, { "x": 62, "y": 51.0210299016605 }, { "x": 63, "y": 51.0743828349051 }, { "x": 64, "y": 51.126893652705 }, { "x": 65, "y": 51.1785884087489 }, { "x": 66, "y": 51.2294919664963 }, { "x": 67, "y": 51.2796280705959 }, { "x": 68, "y": 51.3290194130255 }, { "x": 69, "y": 51.377687694415 }, { "x": 70, "y": 51.4256536809671 }, { "x": 71, "y": 51.4256536809671 }, { "x": 72, "y": 51.5195574758995 }, { "x": 73, "y": 51.5655326024343 }, { "x": 74, "y": 51.6108801589628 }, { "x": 75, "y": 51.6556169635283 }, { "x": 76, "y": 51.6997591674215 }, { "x": 77, "y": 51.7433222899661 }, { "x": 78, "y": 51.7863212510647 }, { "x": 79, "y": 51.8287704016758 }, { "x": 80, "y": 51.8706835523778 }, { "x": 81, "y": 51.9120740001632 }, { "x": 82, "y": 51.9529545535914 }, { "x": 83, "y": 51.9933375564204 }, { "x": 84, "y": 52.0332349098266 }, { "x": 85, "y": 52.0726580933122 }, { "x": 86, "y": 52.1116181843917 }, { "x": 87, "y": 52.1501258771439 }, { "x": 88, "y": 52.188191499705 }, { "x": 89, "y": 52.225825030775 }, { "x": 90, "y": 52.2630361152048 }, { "x": 91, "y": 52.2998340787225 }, { "x": 92, "y": 52.3362279418577 }, { "x": 93, "y": 52.3722264331132 }, { "x": 94, "y": 52.4078380014352 }, { "x": 95, "y": 52.4430708280233 }, { "x": 96, "y": 52.4779328375246 }, { "x": 97, "y": 52.5124317086481 }, { "x": 98, "y": 52.5465748842359 }, { "x": 99, "y": 52.5803695808243 }, { "x": 100, "y": 52.6138227977252 } ] }, { "id": 1140, "curve_id": "E19.27", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Reinforced concrete rubber ring sewer gravity pipes, liquefaction zone 0", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -0.0639258785438034, "sigma": 0.43017658218946886, "method": "Curve fitting", "mu_sigma_quality": 0.95327720423081463, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.064, σ=0.430, R²=0.953; Mu/sigma can be used for reconstruction (quality: 0.953); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 28.0105723556025 }, { "x": 2, "y": 48.4840931948799 }, { "x": 3, "y": 48.676007447693 }, { "x": 4, "y": 48.8093796750997 }, { "x": 5, "y": 48.9112445107871 }, { "x": 6, "y": 48.9934501168719 }, { "x": 7, "y": 49.0622383835998 }, { "x": 8, "y": 49.1212973384904 }, { "x": 9, "y": 49.1729852910189 }, { "x": 10, "y": 49.2189003506911 }, { "x": 11, "y": 49.2601747611502 }, { "x": 12, "y": 49.2976394968379 }, { "x": 13, "y": 49.3319221526895 }, { "x": 14, "y": 49.3635081159096 }, { "x": 15, "y": 49.3927803815344 }, { "x": 16, "y": 49.4200463673615 }, { "x": 17, "y": 49.4455565052489 }, { "x": 18, "y": 49.4695174572867 }, { "x": 19, "y": 49.4921017177808 }, { "x": 20, "y": 49.5134547242385 }, { "x": 21, "y": 49.533700213662 }, { "x": 22, "y": 49.5529443186545 }, { "x": 23, "y": 49.5712787426817 }, { "x": 24, "y": 49.5887832518906 }, { "x": 25, "y": 49.6055276524863 }, { "x": 26, "y": 49.6215733758874 }, { "x": 27, "y": 49.6369747613212 }, { "x": 28, "y": 49.6517801025137 }, { "x": 29, "y": 49.6660325086154 }, { "x": 30, "y": 49.679770617512 }, { "x": 31, "y": 49.6930291908375 }, { "x": 32, "y": 49.7058396134423 }, { "x": 33, "y": 49.7182303151234 }, { "x": 34, "y": 49.7302271286761 }, { "x": 35, "y": 49.7418535954473 }, { "x": 36, "y": 49.7531312273503 }, { "x": 37, "y": 49.7640797325669 }, { "x": 38, "y": 49.7747172108028 }, { "x": 39, "y": 49.7850603228877 }, { "x": 40, "y": 49.7951244386547 }, { "x": 41, "y": 49.8049237663479 }, { "x": 42, "y": 49.8144714662556 }, { "x": 43, "y": 49.8237797508164 }, { "x": 44, "y": 49.8328599730837 }, { "x": 45, "y": 49.8417227051323 }, { "x": 46, "y": 49.8503778077467 }, { "x": 47, "y": 49.8588344925281 }, { "x": 48, "y": 49.867101377385 }, { "x": 49, "y": 49.8751865362363 }, { "x": 50, "y": 49.8830975436329 }, { "x": 51, "y": 49.8908415149102 }, { "x": 52, "y": 49.8984251423943 }, { "x": 53, "y": 49.9058547281197 }, { "x": 54, "y": 49.9131362134527 }, { "x": 55, "y": 49.9202752059641 }, { "x": 56, "y": 49.9272770038524 }, { "x": 57, "y": 49.9341466181792 }, { "x": 58, "y": 49.9408887931485 }, { "x": 59, "y": 49.9475080246314 }, { "x": 60, "y": 49.9540085771156 }, { "x": 61, "y": 49.9603944992373 }, { "x": 62, "y": 49.9666696380349 }, { "x": 63, "y": 49.9728376520486 }, { "x": 64, "y": 49.9789020233768 }, { "x": 65, "y": 49.9848660687853 }, { "x": 66, "y": 49.9907329499595 }, { "x": 67, "y": 49.9965056829757 }, { "x": 68, "y": 50.0021871470624 }, { "x": 69, "y": 50.0077800927146 }, { "x": 70, "y": 50.0132871492167 }, { "x": 71, "y": 50.0132871492167 }, { "x": 72, "y": 50.0240535472623 }, { "x": 73, "y": 50.0293176017419 }, { "x": 74, "y": 50.0345052046001 }, { "x": 75, "y": 50.0396184745288 }, { "x": 76, "y": 50.0446594442638 }, { "x": 77, "y": 50.0496300651491 }, { "x": 78, "y": 50.0545322114029 }, { "x": 79, "y": 50.0593676841085 }, { "x": 80, "y": 50.0641382149511 }, { "x": 81, "y": 50.0688454697197 }, { "x": 82, "y": 50.073491051592 }, { "x": 83, "y": 50.0780765042168 }, { "x": 84, "y": 50.0826033146101 }, { "x": 85, "y": 50.0870729158784 }, { "x": 86, "y": 50.0914866897792 }, { "x": 87, "y": 50.0958459691331 }, { "x": 88, "y": 50.1001520400957 }, { "x": 89, "y": 50.1044061443 }, { "x": 90, "y": 50.1086094808766 }, { "x": 91, "y": 50.1127632083626 }, { "x": 92, "y": 50.1168684465031 }, { "x": 93, "y": 50.1209262779557 }, { "x": 94, "y": 50.1249377499013 }, { "x": 95, "y": 50.1289038755699 }, { "x": 96, "y": 50.1328256356846 }, { "x": 97, "y": 50.1367039798303 }, { "x": 98, "y": 50.1405398277512 }, { "x": 99, "y": 50.1443340705816 }, { "x": 100, "y": 50.1480875720144 } ] }, { "id": 1141, "curve_id": "E19.28", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Reinforced concrete rubber ring sewer gravity pipes, liquefaction zone 1", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -0.0439766696728708, "sigma": 2.5952273493537321, "method": "Curve fitting", "mu_sigma_quality": 0.92585568959667064, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.044, σ=2.595, R²=0.926; Mu/sigma can be used for reconstruction (quality: 0.926); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 31.766107365805 }, { "x": 2, "y": 34.8220399420657 }, { "x": 3, "y": 36.6580941388552 }, { "x": 4, "y": 37.9798636087107 }, { "x": 5, "y": 39.0149596322444 }, { "x": 6, "y": 39.8665522057699 }, { "x": 7, "y": 40.5903649312823 }, { "x": 8, "y": 41.219980401492 }, { "x": 9, "y": 41.7772282955104 }, { "x": 10, "y": 42.2771100019772 }, { "x": 11, "y": 42.7303841603837 }, { "x": 12, "y": 43.1450323052179 }, { "x": 13, "y": 43.5271409752323 }, { "x": 14, "y": 43.8814588350061 }, { "x": 15, "y": 44.2117627833321 }, { "x": 16, "y": 44.5211066761745 }, { "x": 17, "y": 44.8119951532693 }, { "x": 18, "y": 45.0865081214946 }, { "x": 19, "y": 45.3463918163681 }, { "x": 20, "y": 45.5931266709436 }, { "x": 21, "y": 45.8279787433774 }, { "x": 22, "y": 46.0520392660884 }, { "x": 23, "y": 46.2662554663287 }, { "x": 24, "y": 46.4714548741182 }, { "x": 25, "y": 46.6683647033662 }, { "x": 26, "y": 46.8576274587789 }, { "x": 27, "y": 47.0398136181676 }, { "x": 28, "y": 47.2154320245714 }, { "x": 29, "y": 47.3849384675538 }, { "x": 30, "y": 47.5487428198505 }, { "x": 31, "y": 47.7072150119243 }, { "x": 32, "y": 47.8606900645039 }, { "x": 33, "y": 48.0094723520199 }, { "x": 34, "y": 48.1538392338998 }, { "x": 35, "y": 48.2940441630336 }, { "x": 36, "y": 48.4303193592731 }, { "x": 37, "y": 48.5628781190638 }, { "x": 38, "y": 48.6919168190991 }, { "x": 39, "y": 48.8176166614165 }, { "x": 40, "y": 48.9401451989909 }, { "x": 41, "y": 49.0596576741634 }, { "x": 42, "y": 49.1762981968186 }, { "x": 43, "y": 49.2902007848073 }, { "x": 44, "y": 49.4014902855153 }, { "x": 45, "y": 49.5102831945132 }, { "x": 46, "y": 49.616688384789 }, { "x": 47, "y": 49.720807758038 }, { "x": 48, "y": 49.8227368278029 }, { "x": 49, "y": 49.9225652428516 }, { "x": 50, "y": 50.0203772579976 }, { "x": 51, "y": 50.1162521585752 }, { "x": 52, "y": 50.2102646439412 }, { "x": 53, "y": 50.3024851746615 }, { "x": 54, "y": 50.392980287434 }, { "x": 55, "y": 50.4818128812829 }, { "x": 56, "y": 50.5690424781133 }, { "x": 57, "y": 50.6547254603357 }, { "x": 58, "y": 50.7389152879413 }, { "x": 59, "y": 50.8216626971256 }, { "x": 60, "y": 50.9030158823102 }, { "x": 61, "y": 50.9830206632037 }, { "x": 62, "y": 51.0617206383522 }, { "x": 63, "y": 51.1391573264706 }, { "x": 64, "y": 51.2153702967046 }, { "x": 65, "y": 51.290397288847 }, { "x": 66, "y": 51.364274324425 }, { "x": 67, "y": 51.4370358094778 }, { "x": 68, "y": 51.5087146297599 }, { "x": 69, "y": 51.5793422390308 }, { "x": 70, "y": 51.648948741024 }, { "x": 71, "y": 51.648948741024 }, { "x": 72, "y": 51.7852125397927 }, { "x": 73, "y": 51.851923953503 }, { "x": 74, "y": 51.9177226213749 }, { "x": 75, "y": 51.9826329400715 }, { "x": 76, "y": 52.0466783419616 }, { "x": 77, "y": 52.1098813452827 }, { "x": 78, "y": 52.172263601084 }, { "x": 79, "y": 52.2338459371928 }, { "x": 80, "y": 52.294648399429 }, { "x": 81, "y": 52.3546902902711 }, { "x": 82, "y": 52.4139902051615 }, { "x": 83, "y": 52.4725660666212 }, { "x": 84, "y": 52.5304351563312 }, { "x": 85, "y": 52.5876141453239 }, { "x": 86, "y": 52.6441191224167 }, { "x": 87, "y": 52.6999656210099 }, { "x": 88, "y": 52.7551686443596 }, { "x": 89, "y": 52.809742689429 }, { "x": 90, "y": 52.8637017694132 }, { "x": 91, "y": 52.9170594350248 }, { "x": 92, "y": 52.9698287946214 }, { "x": 93, "y": 53.0220225332496 }, { "x": 94, "y": 53.073652930675 }, { "x": 95, "y": 53.1247318784627 }, { "x": 96, "y": 53.175270896166 }, { "x": 97, "y": 53.2252811466813 }, { "x": 98, "y": 53.274773450818 }, { "x": 99, "y": 53.3237583011315 }, { "x": 100, "y": 53.3722458750647 } ] }, { "id": 1142, "curve_id": "E19.29", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Reinforced concrete rubber ring sewer gravity pipes, liquefaction zone 2", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -0.82621715744941, "sigma": 2.8737306893503409, "method": "Curve fitting", "mu_sigma_quality": 0.917896978319158, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.826, σ=2.874, R²=0.918; Mu/sigma can be used for reconstruction (quality: 0.918); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 35.9670770562503 }, { "x": 2, "y": 38.3689215470194 }, { "x": 3, "y": 39.7956040793563 }, { "x": 4, "y": 40.8163164265406 }, { "x": 5, "y": 41.6123953752427 }, { "x": 6, "y": 42.2654193729668 }, { "x": 7, "y": 42.819214183369 }, { "x": 8, "y": 43.3000830285883 }, { "x": 9, "y": 43.7250668785309 }, { "x": 10, "y": 44.1058438892617 }, { "x": 11, "y": 44.4507696252532 }, { "x": 12, "y": 44.7660302051763 }, { "x": 13, "y": 45.0563345822313 }, { "x": 14, "y": 45.3253508076002 }, { "x": 15, "y": 45.5759921554955 }, { "x": 16, "y": 45.8106111660136 }, { "x": 17, "y": 46.0311350414727 }, { "x": 18, "y": 46.239162468132 }, { "x": 19, "y": 46.4360343488225 }, { "x": 20, "y": 46.6228864561743 }, { "x": 21, "y": 46.8006892854386 }, { "x": 22, "y": 46.9702786701844 }, { "x": 23, "y": 47.132379617686 }, { "x": 24, "y": 47.2876250904843 }, { "x": 25, "y": 47.436570968374 }, { "x": 26, "y": 47.5797080870052 }, { "x": 27, "y": 47.7174720130993 }, { "x": 28, "y": 47.8502510486757 }, { "x": 29, "y": 47.9783928360327 }, { "x": 30, "y": 48.1022098472339 }, { "x": 31, "y": 48.2219839768884 }, { "x": 32, "y": 48.3379704085148 }, { "x": 33, "y": 48.4504008881933 }, { "x": 34, "y": 48.5594865113461 }, { "x": 35, "y": 48.6654201070626 }, { "x": 36, "y": 48.7683782877865 }, { "x": 37, "y": 48.8685232192073 }, { "x": 38, "y": 48.9660041549898 }, { "x": 39, "y": 49.0609587728799 }, { "x": 40, "y": 49.153514342267 }, { "x": 41, "y": 49.2437887480976 }, { "x": 42, "y": 49.3318913918474 }, { "x": 43, "y": 49.4179239868565 }, { "x": 44, "y": 49.5019812625547 }, { "x": 45, "y": 49.5841515898266 }, { "x": 46, "y": 49.6645175378835 }, { "x": 47, "y": 49.7431563714548 }, { "x": 48, "y": 49.8201404958165 }, { "x": 49, "y": 49.8955378560895 }, { "x": 50, "y": 49.9694122963359 }, { "x": 51, "y": 50.0418238832165 }, { "x": 52, "y": 50.1128291983248 }, { "x": 53, "y": 50.182481602769 }, { "x": 54, "y": 50.250831477105 }, { "x": 55, "y": 50.3179264393252 }, { "x": 56, "y": 50.3838115432713 }, { "x": 57, "y": 50.4485294595416 }, { "x": 58, "y": 50.5121206407162 }, { "x": 59, "y": 50.5746234725034 }, { "x": 60, "y": 50.6360744122231 }, { "x": 61, "y": 50.6965081158797 }, { "x": 62, "y": 50.755957554935 }, { "x": 63, "y": 50.8144541237666 }, { "x": 64, "y": 50.8720277386905 }, { "x": 65, "y": 50.9287069293293 }, { "x": 66, "y": 50.9845189230267 }, { "x": 67, "y": 51.0394897229328 }, { "x": 68, "y": 51.0936441803222 }, { "x": 69, "y": 51.1470060616483 }, { "x": 70, "y": 51.1995981107873 }, { "x": 71, "y": 51.1995981107873 }, { "x": 72, "y": 51.3025589181398 }, { "x": 73, "y": 51.3529685519608 }, { "x": 74, "y": 51.4026902016256 }, { "x": 75, "y": 51.4517422898875 }, { "x": 76, "y": 51.5001425096743 }, { "x": 77, "y": 51.5479078621386 }, { "x": 78, "y": 51.5950546922598 }, { "x": 79, "y": 51.6415987221847 }, { "x": 80, "y": 51.687555082477 }, { "x": 81, "y": 51.7329383414299 }, { "x": 82, "y": 51.7777625325862 }, { "x": 83, "y": 51.8220411805942 }, { "x": 84, "y": 51.8657873255193 }, { "x": 85, "y": 51.9090135457213 }, { "x": 86, "y": 51.9517319793962 }, { "x": 87, "y": 51.9939543448771 }, { "x": 88, "y": 52.0356919597768 }, { "x": 89, "y": 52.0769557590526 }, { "x": 90, "y": 52.117756312064 }, { "x": 91, "y": 52.1581038386896 }, { "x": 92, "y": 52.1980082245668 }, { "x": 93, "y": 52.2374790355083 }, { "x": 94, "y": 52.2765255311509 }, { "x": 95, "y": 52.3151566778823 }, { "x": 96, "y": 52.3533811610944 }, { "x": 97, "y": 52.3912073968018 }, { "x": 98, "y": 52.4286435426665 }, { "x": 99, "y": 52.4656975084642 }, { "x": 100, "y": 52.5023769660262 } ] }, { "id": 1143, "curve_id": "E19.3", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Abestos cement sewer gravity pipes, liquefaction zone 0", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": 0.48910294641447116, "sigma": 2.3885181389798467, "method": "Curve fitting", "mu_sigma_quality": 0.93222031313401621, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.489, σ=2.389, R²=0.932; Mu/sigma can be used for reconstruction (quality: 0.932); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 28.0105723556025 }, { "x": 2, "y": 31.5616931848579 }, { "x": 3, "y": 33.723876212086 }, { "x": 4, "y": 35.2917997177994 }, { "x": 5, "y": 36.5255850772313 }, { "x": 6, "y": 37.5441872681496 }, { "x": 7, "y": 38.4122634421384 }, { "x": 8, "y": 39.1689707363174 }, { "x": 9, "y": 39.8398629187672 }, { "x": 10, "y": 40.4425582733162 }, { "x": 11, "y": 40.9897275578054 }, { "x": 12, "y": 41.490793628418 }, { "x": 13, "y": 41.9529574297129 }, { "x": 14, "y": 42.3818476870062 }, { "x": 15, "y": 42.7819488408238 }, { "x": 16, "y": 43.1568923796168 }, { "x": 17, "y": 43.509660829816 }, { "x": 18, "y": 43.8427340916224 }, { "x": 19, "y": 44.1581966546508 }, { "x": 20, "y": 44.4578176227175 }, { "x": 21, "y": 44.7431114340424 }, { "x": 22, "y": 45.0153846150371 }, { "x": 23, "y": 45.2757722578928 }, { "x": 24, "y": 45.525266821536 }, { "x": 25, "y": 45.7647411186214 }, { "x": 26, "y": 45.9949668439477 }, { "x": 27, "y": 46.2166296444955 }, { "x": 28, "y": 46.4303414787128 }, { "x": 29, "y": 46.636650830507 }, { "x": 30, "y": 46.8360512102922 }, { "x": 31, "y": 47.0289882770034 }, { "x": 32, "y": 47.2158658413736 }, { "x": 33, "y": 47.3970509551501 }, { "x": 34, "y": 47.5728782484976 }, { "x": 35, "y": 47.7436536451725 }, { "x": 36, "y": 47.9096575597025 }, { "x": 37, "y": 48.0711476609733 }, { "x": 38, "y": 48.2283612709879 }, { "x": 39, "y": 48.3815174551622 }, { "x": 40, "y": 48.5308188506059 }, { "x": 41, "y": 48.6764532708735 }, { "x": 42, "y": 48.8185951192269 }, { "x": 43, "y": 48.957406637213 }, { "x": 44, "y": 49.0930390110827 }, { "x": 45, "y": 49.225633355056 }, { "x": 46, "y": 49.3553215875397 }, { "x": 47, "y": 49.482227213996 }, { "x": 48, "y": 49.6064660281566 }, { "x": 49, "y": 49.7281467416023 }, { "x": 50, "y": 49.8473715503196 }, { "x": 51, "y": 49.9642366456634 }, { "x": 52, "y": 50.0788326761505 }, { "x": 53, "y": 50.1912451656584 }, { "x": 54, "y": 50.3015548928806 }, { "x": 55, "y": 50.4098382362699 }, { "x": 56, "y": 50.5161674881725 }, { "x": 57, "y": 50.6206111413983 }, { "x": 58, "y": 50.7232341510826 }, { "x": 59, "y": 50.8240981743539 }, { "x": 60, "y": 50.9232617900283 }, { "x": 61, "y": 51.0207807002973 }, { "x": 62, "y": 51.1167079161524 }, { "x": 63, "y": 51.2110939280956 }, { "x": 64, "y": 51.3039868635166 }, { "x": 65, "y": 51.3954326319678 }, { "x": 66, "y": 51.4854750594374 }, { "x": 67, "y": 51.5741560126062 }, { "x": 68, "y": 51.6615155139721 }, { "x": 69, "y": 51.7475918486363 }, { "x": 70, "y": 51.8324216634666 }, { "x": 71, "y": 51.8324216634666 }, { "x": 72, "y": 51.9984806766342 }, { "x": 73, "y": 52.0797757757316 }, { "x": 74, "y": 52.1599563109486 }, { "x": 75, "y": 52.2390520003849 }, { "x": 76, "y": 52.3170913908465 }, { "x": 77, "y": 52.3941019186117 }, { "x": 78, "y": 52.4701099663052 }, { "x": 79, "y": 52.5451409161758 }, { "x": 80, "y": 52.6192192000466 }, { "x": 81, "y": 52.6923683461857 }, { "x": 82, "y": 52.7646110233205 }, { "x": 83, "y": 52.8359690820044 }, { "x": 84, "y": 52.9064635935227 }, { "x": 85, "y": 52.9761148865125 }, { "x": 86, "y": 53.0449425814555 }, { "x": 87, "y": 53.1129656231917 }, { "x": 88, "y": 53.1802023115857 }, { "x": 89, "y": 53.2466703304741 }, { "x": 90, "y": 53.3123867750049 }, { "x": 91, "y": 53.3773681774776 }, { "x": 92, "y": 53.4416305317796 }, { "x": 93, "y": 53.505189316511 }, { "x": 94, "y": 53.5680595168803 }, { "x": 95, "y": 53.6302556454493 }, { "x": 96, "y": 53.6917917617989 }, { "x": 97, "y": 53.7526814911821 }, { "x": 98, "y": 53.8129380422264 }, { "x": 99, "y": 53.872574223744 }, { "x": 100, "y": 53.9316024607013 } ] }, { "id": 1144, "curve_id": "E19.30", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Reinforced concrete rubber ring sewer gravity pipes, liquefaction zone 3", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -1.19602073192502, "sigma": 2.9970484728493338, "method": "Curve fitting", "mu_sigma_quality": 0.91458307073781109, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.196, σ=2.997, R²=0.915; Mu/sigma can be used for reconstruction (quality: 0.915); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 37.4308260142192 }, { "x": 2, "y": 39.5602993001737 }, { "x": 3, "y": 40.8210273309684 }, { "x": 4, "y": 41.7214098448043 }, { "x": 5, "y": 42.4228289738286 }, { "x": 6, "y": 42.9977277380448 }, { "x": 7, "y": 43.4849637975261 }, { "x": 8, "y": 43.9078308582506 }, { "x": 9, "y": 44.2814056703306 }, { "x": 10, "y": 44.6160120994336 }, { "x": 11, "y": 44.9190317491306 }, { "x": 12, "y": 45.1959264721865 }, { "x": 13, "y": 45.4508517795589 }, { "x": 14, "y": 45.6870431545536 }, { "x": 15, "y": 45.9070692755865 }, { "x": 16, "y": 46.1130036588359 }, { "x": 17, "y": 46.306544369912 }, { "x": 18, "y": 46.4890995940054 }, { "x": 19, "y": 46.6618501250318 }, { "x": 20, "y": 46.8257958661949 }, { "x": 21, "y": 46.9817910145584 }, { "x": 22, "y": 47.1305710824173 }, { "x": 23, "y": 47.2727739285171 }, { "x": 24, "y": 47.408956325701 }, { "x": 25, "y": 47.5396071560023 }, { "x": 26, "y": 47.6651580251468 }, { "x": 27, "y": 47.7859918795538 }, { "x": 28, "y": 47.9024500607433 }, { "x": 29, "y": 48.0148381254169 }, { "x": 30, "y": 48.1234306817182 }, { "x": 31, "y": 48.2284754347883 }, { "x": 32, "y": 48.3301965918945 }, { "x": 33, "y": 48.4287977451009 }, { "x": 34, "y": 48.5244643248471 }, { "x": 35, "y": 48.6173656988903 }, { "x": 36, "y": 48.707656976415 }, { "x": 37, "y": 48.795480565666 }, { "x": 38, "y": 48.880967524451 }, { "x": 39, "y": 48.9642387357209 }, { "x": 40, "y": 49.0454059347358 }, { "x": 41, "y": 49.1245726097566 }, { "x": 42, "y": 49.2018347945038 }, { "x": 43, "y": 49.2772817676316 }, { "x": 44, "y": 49.3509966720103 }, { "x": 45, "y": 49.4230570646085 }, { "x": 46, "y": 49.4935354061038 }, { "x": 47, "y": 49.5624994979823 }, { "x": 48, "y": 49.6300128737457 }, { "x": 49, "y": 49.6961351498894 }, { "x": 50, "y": 49.7609223415185 }, { "x": 51, "y": 49.8244271467924 }, { "x": 52, "y": 49.8866992038227 }, { "x": 53, "y": 49.9477853231656 }, { "x": 54, "y": 50.0077296986392 }, { "x": 55, "y": 50.0665740988472 }, { "x": 56, "y": 50.1243580414902 }, { "x": 57, "y": 50.1811189522891 }, { "x": 58, "y": 50.2368923101214 }, { "x": 59, "y": 50.2917117797834 }, { "x": 60, "y": 50.3456093336214 }, { "x": 61, "y": 50.398615363135 }, { "x": 62, "y": 50.4507587815286 }, { "x": 63, "y": 50.502067118077 }, { "x": 64, "y": 50.5525666050784 }, { "x": 65, "y": 50.6022822580826 }, { "x": 66, "y": 50.6512379500083 }, { "x": 67, "y": 50.6994564797007 }, { "x": 68, "y": 50.7469596354225 }, { "x": 69, "y": 50.79376825372 }, { "x": 70, "y": 50.8399022740648 }, { "x": 71, "y": 50.8399022740648 }, { "x": 72, "y": 50.9302220945113 }, { "x": 73, "y": 50.9744437277296 }, { "x": 74, "y": 51.018062514206 }, { "x": 75, "y": 51.0610946030222 }, { "x": 76, "y": 51.1035555031417 }, { "x": 77, "y": 51.1454601168027 }, { "x": 78, "y": 51.1868227707609 }, { "x": 79, "y": 51.2276572455468 }, { "x": 80, "y": 51.267976802887 }, { "x": 81, "y": 51.3077942114253 }, { "x": 82, "y": 51.3471217708698 }, { "x": 83, "y": 51.3859713346783 }, { "x": 84, "y": 51.4243543313898 }, { "x": 85, "y": 51.4622817846947 }, { "x": 86, "y": 51.4997643323348 }, { "x": 87, "y": 51.536812243912 }, { "x": 88, "y": 51.5734354376828 }, { "x": 89, "y": 51.6096434964041 }, { "x": 90, "y": 51.6454456822968 }, { "x": 91, "y": 51.680850951184 }, { "x": 92, "y": 51.7158679658575 }, { "x": 93, "y": 51.7505051087239 }, { "x": 94, "y": 51.7847704937757 }, { "x": 95, "y": 51.8186719779295 }, { "x": 96, "y": 51.8522171717727 }, { "x": 97, "y": 51.8854134497534 }, { "x": 98, "y": 51.9182679598497 }, { "x": 99, "y": 51.950787632748 }, { "x": 100, "y": 51.9829791905624 } ] }, { "id": 1145, "curve_id": "E19.31", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Reinforced concrete rubber ring sewer gravity pipes, liquefaction zone 4", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -1.44332558722628, "sigma": 3.0768466611696961, "method": "Curve fitting", "mu_sigma_quality": 0.91252207224580506, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.443, σ=3.077, R²=0.913; Mu/sigma can be used for reconstruction (quality: 0.913); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 38.2662986455797 }, { "x": 2, "y": 40.2293587951528 }, { "x": 3, "y": 41.3895585574057 }, { "x": 4, "y": 42.2173796656829 }, { "x": 5, "y": 42.8618838096089 }, { "x": 6, "y": 43.3899070130078 }, { "x": 7, "y": 43.8372703167751 }, { "x": 8, "y": 44.2254337193051 }, { "x": 9, "y": 44.5682801613564 }, { "x": 10, "y": 44.8753120982656 }, { "x": 11, "y": 45.1533214304737 }, { "x": 12, "y": 45.4073321461348 }, { "x": 13, "y": 45.6411656017768 }, { "x": 14, "y": 45.8577964077848 }, { "x": 15, "y": 46.0595856369796 }, { "x": 16, "y": 46.2484388593534 }, { "x": 17, "y": 46.425916336724 }, { "x": 18, "y": 46.5933117730726 }, { "x": 19, "y": 46.7517098120259 }, { "x": 20, "y": 46.9020288151526 }, { "x": 21, "y": 47.0450532246515 }, { "x": 22, "y": 47.181458413674 }, { "x": 23, "y": 47.31183002497 }, { "x": 24, "y": 47.436679203122 }, { "x": 25, "y": 47.5564547245251 }, { "x": 26, "y": 47.6715527539176 }, { "x": 27, "y": 47.78232476398 }, { "x": 28, "y": 47.8890840181188 }, { "x": 29, "y": 47.9921109184047 }, { "x": 30, "y": 48.0916574490797 }, { "x": 31, "y": 48.1879508932366 }, { "x": 32, "y": 48.2811969608657 }, { "x": 33, "y": 48.3715824367413 }, { "x": 34, "y": 48.4592774339872 }, { "x": 35, "y": 48.5444373217733 }, { "x": 36, "y": 48.6272043821159 }, { "x": 37, "y": 48.7077092402287 }, { "x": 38, "y": 48.786072104589 }, { "x": 39, "y": 48.8624038463168 }, { "x": 40, "y": 48.93680694223 }, { "x": 41, "y": 49.0093763017322 }, { "x": 42, "y": 49.0801999942971 }, { "x": 43, "y": 49.1493598915568 }, { "x": 44, "y": 49.2169322357491 }, { "x": 45, "y": 49.2829881444356 }, { "x": 46, "y": 49.3475940598775 }, { "x": 47, "y": 49.4108121501967 }, { "x": 48, "y": 49.4727006684014 }, { "x": 49, "y": 49.5333142744788 }, { "x": 50, "y": 49.5927043250229 }, { "x": 51, "y": 49.650919134248 }, { "x": 52, "y": 49.7080042097148 }, { "x": 53, "y": 49.7640024656541 }, { "x": 54, "y": 49.8189544163957 }, { "x": 55, "y": 49.8728983520887 }, { "x": 56, "y": 49.925870498624 }, { "x": 57, "y": 49.9779051634341 }, { "x": 58, "y": 50.0290348686406 }, { "x": 59, "y": 50.0792904728445 }, { "x": 60, "y": 50.1287012827035 }, { "x": 61, "y": 50.1772951553064 }, { "x": 62, "y": 50.2250985922413 }, { "x": 63, "y": 50.272136826153 }, { "x": 64, "y": 50.3184339004993 }, { "x": 65, "y": 50.3640127431357 }, { "x": 66, "y": 50.4088952342951 }, { "x": 67, "y": 50.4531022694655 }, { "x": 68, "y": 50.4966538176196 }, { "x": 69, "y": 50.539568975202 }, { "x": 70, "y": 50.5818660162401 }, { "x": 71, "y": 50.5818660162401 }, { "x": 72, "y": 50.6646750088379 }, { "x": 73, "y": 50.705219799457 }, { "x": 74, "y": 50.7452122295762 }, { "x": 75, "y": 50.7846670984677 }, { "x": 76, "y": 50.8235986186212 }, { "x": 77, "y": 50.8620204463635 }, { "x": 78, "y": 50.8999457105066 }, { "x": 79, "y": 50.9373870391735 }, { "x": 80, "y": 50.9743565849412 }, { "x": 81, "y": 51.0108660484236 }, { "x": 82, "y": 51.046926700411 }, { "x": 83, "y": 51.0825494026698 }, { "x": 84, "y": 51.1177446274991 }, { "x": 85, "y": 51.152522476132 }, { "x": 86, "y": 51.1868926960627 }, { "x": 87, "y": 51.2208646973739 }, { "x": 88, "y": 51.2544475681326 }, { "x": 89, "y": 51.287650088918 }, { "x": 90, "y": 51.3204807465383 }, { "x": 91, "y": 51.3529477469922 }, { "x": 92, "y": 51.3850590277219 }, { "x": 93, "y": 51.4168222692064 }, { "x": 94, "y": 51.4482449059342 }, { "x": 95, "y": 51.4793341367982 }, { "x": 96, "y": 51.5100969349455 }, { "x": 97, "y": 51.540540057119 }, { "x": 98, "y": 51.5706700525202 }, { "x": 99, "y": 51.6004932712226 }, { "x": 100, "y": 51.6300158721637 } ] }, { "id": 1146, "curve_id": "E19.32", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Reinforced concrete rubber ring sewer gravity pipes, non-liquefaction zone", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -1.10875642904169, "sigma": 2.9672954213334752, "method": "Curve fitting", "mu_sigma_quality": 0.91554077683614343, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.109, σ=2.967, R²=0.916; Mu/sigma can be used for reconstruction (quality: 0.916); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 37.4680554631023 }, { "x": 2, "y": 39.684327473518 }, { "x": 3, "y": 40.9969011118872 }, { "x": 4, "y": 41.9344375800281 }, { "x": 5, "y": 42.664843336945 }, { "x": 6, "y": 43.2635132199225 }, { "x": 7, "y": 43.770896432356 }, { "x": 8, "y": 44.2112442972035 }, { "x": 9, "y": 44.6002551112507 }, { "x": 10, "y": 44.9486792715541 }, { "x": 11, "y": 45.2642038799612 }, { "x": 12, "y": 45.5525171512678 }, { "x": 13, "y": 45.8179470146679 }, { "x": 14, "y": 46.0638633247176 }, { "x": 15, "y": 46.2929415216206 }, { "x": 16, "y": 46.5073413589865 }, { "x": 17, "y": 46.708831563197 }, { "x": 18, "y": 46.8988789440775 }, { "x": 19, "y": 47.0787134720854 }, { "x": 20, "y": 47.2493767063979 }, { "x": 21, "y": 47.4117584390599 }, { "x": 22, "y": 47.5666248380647 }, { "x": 23, "y": 47.7146403521548 }, { "x": 24, "y": 47.8563849670268 }, { "x": 25, "y": 47.9923679490892 }, { "x": 26, "y": 48.1230389015241 }, { "x": 27, "y": 48.2487967398978 }, { "x": 28, "y": 48.3699970402548 }, { "x": 29, "y": 48.486958101579 }, { "x": 30, "y": 48.599965983522 }, { "x": 31, "y": 48.7092787205345 }, { "x": 32, "y": 48.8151298689177 }, { "x": 33, "y": 48.9177315096691 }, { "x": 34, "y": 49.0172768043667 }, { "x": 35, "y": 49.113942181647 }, { "x": 36, "y": 49.2078892165653 }, { "x": 37, "y": 49.2992662532089 }, { "x": 38, "y": 49.3882098115459 }, { "x": 39, "y": 49.4748458120588 }, { "x": 40, "y": 49.5592906457761 }, { "x": 41, "y": 49.641652112554 }, { "x": 42, "y": 49.7220302466116 }, { "x": 43, "y": 49.8005180452011 }, { "x": 44, "y": 49.8772021137421 }, { "x": 45, "y": 49.9521632386585 }, { "x": 46, "y": 50.0254768974293 }, { "x": 47, "y": 50.0972137139363 }, { "x": 48, "y": 50.1674398660039 }, { "x": 49, "y": 50.2362174510309 }, { "x": 50, "y": 50.3036048147831 }, { "x": 51, "y": 50.3696568477145 }, { "x": 52, "y": 50.4344252525907 }, { "x": 53, "y": 50.4979587866876 }, { "x": 54, "y": 50.5603034814107 }, { "x": 55, "y": 50.6215028418148 }, { "x": 56, "y": 50.6815980281927 }, { "x": 57, "y": 50.7406280216328 }, { "x": 58, "y": 50.7986297752148 }, { "x": 59, "y": 50.8556383523136 }, { "x": 60, "y": 50.911687053308 }, { "x": 61, "y": 50.9668075318429 }, { "x": 62, "y": 51.0210299016605 }, { "x": 63, "y": 51.0743828349051 }, { "x": 64, "y": 51.126893652705 }, { "x": 65, "y": 51.1785884087489 }, { "x": 66, "y": 51.2294919664963 }, { "x": 67, "y": 51.2796280705959 }, { "x": 68, "y": 51.3290194130255 }, { "x": 69, "y": 51.377687694415 }, { "x": 70, "y": 51.4256536809671 }, { "x": 71, "y": 51.4256536809671 }, { "x": 72, "y": 51.5195574758995 }, { "x": 73, "y": 51.5655326024343 }, { "x": 74, "y": 51.6108801589628 }, { "x": 75, "y": 51.6556169635283 }, { "x": 76, "y": 51.6997591674215 }, { "x": 77, "y": 51.7433222899661 }, { "x": 78, "y": 51.7863212510647 }, { "x": 79, "y": 51.8287704016758 }, { "x": 80, "y": 51.8706835523778 }, { "x": 81, "y": 51.9120740001632 }, { "x": 82, "y": 51.9529545535914 }, { "x": 83, "y": 51.9933375564204 }, { "x": 84, "y": 52.0332349098266 }, { "x": 85, "y": 52.0726580933122 }, { "x": 86, "y": 52.1116181843917 }, { "x": 87, "y": 52.1501258771439 }, { "x": 88, "y": 52.188191499705 }, { "x": 89, "y": 52.225825030775 }, { "x": 90, "y": 52.2630361152048 }, { "x": 91, "y": 52.2998340787225 }, { "x": 92, "y": 52.3362279418577 }, { "x": 93, "y": 52.3722264331132 }, { "x": 94, "y": 52.4078380014352 }, { "x": 95, "y": 52.4430708280233 }, { "x": 96, "y": 52.4779328375246 }, { "x": 97, "y": 52.5124317086481 }, { "x": 98, "y": 52.5465748842359 }, { "x": 99, "y": 52.5803695808243 }, { "x": 100, "y": 52.6138227977252 } ] }, { "id": 1147, "curve_id": "E19.33", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "PVC & PE sewer gravity pipes, liquefaction zone 0", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -0.0639258785438034, "sigma": 0.43017658218946886, "method": "Curve fitting", "mu_sigma_quality": 0.95327720423081463, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.064, σ=0.430, R²=0.953; Mu/sigma can be used for reconstruction (quality: 0.953); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 28.0105723556025 }, { "x": 2, "y": 48.4840931948799 }, { "x": 3, "y": 48.676007447693 }, { "x": 4, "y": 48.8093796750997 }, { "x": 5, "y": 48.9112445107871 }, { "x": 6, "y": 48.9934501168719 }, { "x": 7, "y": 49.0622383835998 }, { "x": 8, "y": 49.1212973384904 }, { "x": 9, "y": 49.1729852910189 }, { "x": 10, "y": 49.2189003506911 }, { "x": 11, "y": 49.2601747611502 }, { "x": 12, "y": 49.2976394968379 }, { "x": 13, "y": 49.3319221526895 }, { "x": 14, "y": 49.3635081159096 }, { "x": 15, "y": 49.3927803815344 }, { "x": 16, "y": 49.4200463673615 }, { "x": 17, "y": 49.4455565052489 }, { "x": 18, "y": 49.4695174572867 }, { "x": 19, "y": 49.4921017177808 }, { "x": 20, "y": 49.5134547242385 }, { "x": 21, "y": 49.533700213662 }, { "x": 22, "y": 49.5529443186545 }, { "x": 23, "y": 49.5712787426817 }, { "x": 24, "y": 49.5887832518906 }, { "x": 25, "y": 49.6055276524863 }, { "x": 26, "y": 49.6215733758874 }, { "x": 27, "y": 49.6369747613212 }, { "x": 28, "y": 49.6517801025137 }, { "x": 29, "y": 49.6660325086154 }, { "x": 30, "y": 49.679770617512 }, { "x": 31, "y": 49.6930291908375 }, { "x": 32, "y": 49.7058396134423 }, { "x": 33, "y": 49.7182303151234 }, { "x": 34, "y": 49.7302271286761 }, { "x": 35, "y": 49.7418535954473 }, { "x": 36, "y": 49.7531312273503 }, { "x": 37, "y": 49.7640797325669 }, { "x": 38, "y": 49.7747172108028 }, { "x": 39, "y": 49.7850603228877 }, { "x": 40, "y": 49.7951244386547 }, { "x": 41, "y": 49.8049237663479 }, { "x": 42, "y": 49.8144714662556 }, { "x": 43, "y": 49.8237797508164 }, { "x": 44, "y": 49.8328599730837 }, { "x": 45, "y": 49.8417227051323 }, { "x": 46, "y": 49.8503778077467 }, { "x": 47, "y": 49.8588344925281 }, { "x": 48, "y": 49.867101377385 }, { "x": 49, "y": 49.8751865362363 }, { "x": 50, "y": 49.8830975436329 }, { "x": 51, "y": 49.8908415149102 }, { "x": 52, "y": 49.8984251423943 }, { "x": 53, "y": 49.9058547281197 }, { "x": 54, "y": 49.9131362134527 }, { "x": 55, "y": 49.9202752059641 }, { "x": 56, "y": 49.9272770038524 }, { "x": 57, "y": 49.9341466181792 }, { "x": 58, "y": 49.9408887931485 }, { "x": 59, "y": 49.9475080246314 }, { "x": 60, "y": 49.9540085771156 }, { "x": 61, "y": 49.9603944992373 }, { "x": 62, "y": 49.9666696380349 }, { "x": 63, "y": 49.9728376520486 }, { "x": 64, "y": 49.9789020233768 }, { "x": 65, "y": 49.9848660687853 }, { "x": 66, "y": 49.9907329499595 }, { "x": 67, "y": 49.9965056829757 }, { "x": 68, "y": 50.0021871470624 }, { "x": 69, "y": 50.0077800927146 }, { "x": 70, "y": 50.0132871492167 }, { "x": 71, "y": 50.0132871492167 }, { "x": 72, "y": 50.0240535472623 }, { "x": 73, "y": 50.0293176017419 }, { "x": 74, "y": 50.0345052046001 }, { "x": 75, "y": 50.0396184745288 }, { "x": 76, "y": 50.0446594442638 }, { "x": 77, "y": 50.0496300651491 }, { "x": 78, "y": 50.0545322114029 }, { "x": 79, "y": 50.0593676841085 }, { "x": 80, "y": 50.0641382149511 }, { "x": 81, "y": 50.0688454697197 }, { "x": 82, "y": 50.073491051592 }, { "x": 83, "y": 50.0780765042168 }, { "x": 84, "y": 50.0826033146101 }, { "x": 85, "y": 50.0870729158784 }, { "x": 86, "y": 50.0914866897792 }, { "x": 87, "y": 50.0958459691331 }, { "x": 88, "y": 50.1001520400957 }, { "x": 89, "y": 50.1044061443 }, { "x": 90, "y": 50.1086094808766 }, { "x": 91, "y": 50.1127632083626 }, { "x": 92, "y": 50.1168684465031 }, { "x": 93, "y": 50.1209262779557 }, { "x": 94, "y": 50.1249377499013 }, { "x": 95, "y": 50.1289038755699 }, { "x": 96, "y": 50.1328256356846 }, { "x": 97, "y": 50.1367039798303 }, { "x": 98, "y": 50.1405398277512 }, { "x": 99, "y": 50.1443340705816 }, { "x": 100, "y": 50.1480875720144 } ] }, { "id": 1148, "curve_id": "E19.34", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "PVC & PE sewer gravity pipes, liquefaction zone 1", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -0.0439766696728708, "sigma": 2.5952273493537321, "method": "Curve fitting", "mu_sigma_quality": 0.92585568959667064, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.044, σ=2.595, R²=0.926; Mu/sigma can be used for reconstruction (quality: 0.926); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 31.766107365805 }, { "x": 2, "y": 34.8220399420657 }, { "x": 3, "y": 36.6580941388552 }, { "x": 4, "y": 37.9798636087107 }, { "x": 5, "y": 39.0149596322444 }, { "x": 6, "y": 39.8665522057699 }, { "x": 7, "y": 40.5903649312823 }, { "x": 8, "y": 41.219980401492 }, { "x": 9, "y": 41.7772282955104 }, { "x": 10, "y": 42.2771100019772 }, { "x": 11, "y": 42.7303841603837 }, { "x": 12, "y": 43.1450323052179 }, { "x": 13, "y": 43.5271409752323 }, { "x": 14, "y": 43.8814588350061 }, { "x": 15, "y": 44.2117627833321 }, { "x": 16, "y": 44.5211066761745 }, { "x": 17, "y": 44.8119951532693 }, { "x": 18, "y": 45.0865081214946 }, { "x": 19, "y": 45.3463918163681 }, { "x": 20, "y": 45.5931266709436 }, { "x": 21, "y": 45.8279787433774 }, { "x": 22, "y": 46.0520392660884 }, { "x": 23, "y": 46.2662554663287 }, { "x": 24, "y": 46.4714548741182 }, { "x": 25, "y": 46.6683647033662 }, { "x": 26, "y": 46.8576274587789 }, { "x": 27, "y": 47.0398136181676 }, { "x": 28, "y": 47.2154320245714 }, { "x": 29, "y": 47.3849384675538 }, { "x": 30, "y": 47.5487428198505 }, { "x": 31, "y": 47.7072150119243 }, { "x": 32, "y": 47.8606900645039 }, { "x": 33, "y": 48.0094723520199 }, { "x": 34, "y": 48.1538392338998 }, { "x": 35, "y": 48.2940441630336 }, { "x": 36, "y": 48.4303193592731 }, { "x": 37, "y": 48.5628781190638 }, { "x": 38, "y": 48.6919168190991 }, { "x": 39, "y": 48.8176166614165 }, { "x": 40, "y": 48.9401451989909 }, { "x": 41, "y": 49.0596576741634 }, { "x": 42, "y": 49.1762981968186 }, { "x": 43, "y": 49.2902007848073 }, { "x": 44, "y": 49.4014902855153 }, { "x": 45, "y": 49.5102831945132 }, { "x": 46, "y": 49.616688384789 }, { "x": 47, "y": 49.720807758038 }, { "x": 48, "y": 49.8227368278029 }, { "x": 49, "y": 49.9225652428516 }, { "x": 50, "y": 50.0203772579976 }, { "x": 51, "y": 50.1162521585752 }, { "x": 52, "y": 50.2102646439412 }, { "x": 53, "y": 50.3024851746615 }, { "x": 54, "y": 50.392980287434 }, { "x": 55, "y": 50.4818128812829 }, { "x": 56, "y": 50.5690424781133 }, { "x": 57, "y": 50.6547254603357 }, { "x": 58, "y": 50.7389152879413 }, { "x": 59, "y": 50.8216626971256 }, { "x": 60, "y": 50.9030158823102 }, { "x": 61, "y": 50.9830206632037 }, { "x": 62, "y": 51.0617206383522 }, { "x": 63, "y": 51.1391573264706 }, { "x": 64, "y": 51.2153702967046 }, { "x": 65, "y": 51.290397288847 }, { "x": 66, "y": 51.364274324425 }, { "x": 67, "y": 51.4370358094778 }, { "x": 68, "y": 51.5087146297599 }, { "x": 69, "y": 51.5793422390308 }, { "x": 70, "y": 51.648948741024 }, { "x": 71, "y": 51.648948741024 }, { "x": 72, "y": 51.7852125397927 }, { "x": 73, "y": 51.851923953503 }, { "x": 74, "y": 51.9177226213749 }, { "x": 75, "y": 51.9826329400715 }, { "x": 76, "y": 52.0466783419616 }, { "x": 77, "y": 52.1098813452827 }, { "x": 78, "y": 52.172263601084 }, { "x": 79, "y": 52.2338459371928 }, { "x": 80, "y": 52.294648399429 }, { "x": 81, "y": 52.3546902902711 }, { "x": 82, "y": 52.4139902051615 }, { "x": 83, "y": 52.4725660666212 }, { "x": 84, "y": 52.5304351563312 }, { "x": 85, "y": 52.5876141453239 }, { "x": 86, "y": 52.6441191224167 }, { "x": 87, "y": 52.6999656210099 }, { "x": 88, "y": 52.7551686443596 }, { "x": 89, "y": 52.809742689429 }, { "x": 90, "y": 52.8637017694132 }, { "x": 91, "y": 52.9170594350248 }, { "x": 92, "y": 52.9698287946214 }, { "x": 93, "y": 53.0220225332496 }, { "x": 94, "y": 53.073652930675 }, { "x": 95, "y": 53.1247318784627 }, { "x": 96, "y": 53.175270896166 }, { "x": 97, "y": 53.2252811466813 }, { "x": 98, "y": 53.274773450818 }, { "x": 99, "y": 53.3237583011315 }, { "x": 100, "y": 53.3722458750647 } ] }, { "id": 1149, "curve_id": "E19.35", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "PVC & PE sewer gravity pipes, liquefaction zone 2", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -0.82621715744941, "sigma": 2.8737306893503409, "method": "Curve fitting", "mu_sigma_quality": 0.917896978319158, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.826, σ=2.874, R²=0.918; Mu/sigma can be used for reconstruction (quality: 0.918); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 35.9670770562503 }, { "x": 2, "y": 38.3689215470194 }, { "x": 3, "y": 39.7956040793563 }, { "x": 4, "y": 40.8163164265406 }, { "x": 5, "y": 41.6123953752427 }, { "x": 6, "y": 42.2654193729668 }, { "x": 7, "y": 42.819214183369 }, { "x": 8, "y": 43.3000830285883 }, { "x": 9, "y": 43.7250668785309 }, { "x": 10, "y": 44.1058438892617 }, { "x": 11, "y": 44.4507696252532 }, { "x": 12, "y": 44.7660302051763 }, { "x": 13, "y": 45.0563345822313 }, { "x": 14, "y": 45.3253508076002 }, { "x": 15, "y": 45.5759921554955 }, { "x": 16, "y": 45.8106111660136 }, { "x": 17, "y": 46.0311350414727 }, { "x": 18, "y": 46.239162468132 }, { "x": 19, "y": 46.4360343488225 }, { "x": 20, "y": 46.6228864561743 }, { "x": 21, "y": 46.8006892854386 }, { "x": 22, "y": 46.9702786701844 }, { "x": 23, "y": 47.132379617686 }, { "x": 24, "y": 47.2876250904843 }, { "x": 25, "y": 47.436570968374 }, { "x": 26, "y": 47.5797080870052 }, { "x": 27, "y": 47.7174720130993 }, { "x": 28, "y": 47.8502510486757 }, { "x": 29, "y": 47.9783928360327 }, { "x": 30, "y": 48.1022098472339 }, { "x": 31, "y": 48.2219839768884 }, { "x": 32, "y": 48.3379704085148 }, { "x": 33, "y": 48.4504008881933 }, { "x": 34, "y": 48.5594865113461 }, { "x": 35, "y": 48.6654201070626 }, { "x": 36, "y": 48.7683782877865 }, { "x": 37, "y": 48.8685232192073 }, { "x": 38, "y": 48.9660041549898 }, { "x": 39, "y": 49.0609587728799 }, { "x": 40, "y": 49.153514342267 }, { "x": 41, "y": 49.2437887480976 }, { "x": 42, "y": 49.3318913918474 }, { "x": 43, "y": 49.4179239868565 }, { "x": 44, "y": 49.5019812625547 }, { "x": 45, "y": 49.5841515898266 }, { "x": 46, "y": 49.6645175378835 }, { "x": 47, "y": 49.7431563714548 }, { "x": 48, "y": 49.8201404958165 }, { "x": 49, "y": 49.8955378560895 }, { "x": 50, "y": 49.9694122963359 }, { "x": 51, "y": 50.0418238832165 }, { "x": 52, "y": 50.1128291983248 }, { "x": 53, "y": 50.182481602769 }, { "x": 54, "y": 50.250831477105 }, { "x": 55, "y": 50.3179264393252 }, { "x": 56, "y": 50.3838115432713 }, { "x": 57, "y": 50.4485294595416 }, { "x": 58, "y": 50.5121206407162 }, { "x": 59, "y": 50.5746234725034 }, { "x": 60, "y": 50.6360744122231 }, { "x": 61, "y": 50.6965081158797 }, { "x": 62, "y": 50.755957554935 }, { "x": 63, "y": 50.8144541237666 }, { "x": 64, "y": 50.8720277386905 }, { "x": 65, "y": 50.9287069293293 }, { "x": 66, "y": 50.9845189230267 }, { "x": 67, "y": 51.0394897229328 }, { "x": 68, "y": 51.0936441803222 }, { "x": 69, "y": 51.1470060616483 }, { "x": 70, "y": 51.1995981107873 }, { "x": 71, "y": 51.1995981107873 }, { "x": 72, "y": 51.3025589181398 }, { "x": 73, "y": 51.3529685519608 }, { "x": 74, "y": 51.4026902016256 }, { "x": 75, "y": 51.4517422898875 }, { "x": 76, "y": 51.5001425096743 }, { "x": 77, "y": 51.5479078621386 }, { "x": 78, "y": 51.5950546922598 }, { "x": 79, "y": 51.6415987221847 }, { "x": 80, "y": 51.687555082477 }, { "x": 81, "y": 51.7329383414299 }, { "x": 82, "y": 51.7777625325862 }, { "x": 83, "y": 51.8220411805942 }, { "x": 84, "y": 51.8657873255193 }, { "x": 85, "y": 51.9090135457213 }, { "x": 86, "y": 51.9517319793962 }, { "x": 87, "y": 51.9939543448771 }, { "x": 88, "y": 52.0356919597768 }, { "x": 89, "y": 52.0769557590526 }, { "x": 90, "y": 52.117756312064 }, { "x": 91, "y": 52.1581038386896 }, { "x": 92, "y": 52.1980082245668 }, { "x": 93, "y": 52.2374790355083 }, { "x": 94, "y": 52.2765255311509 }, { "x": 95, "y": 52.3151566778823 }, { "x": 96, "y": 52.3533811610944 }, { "x": 97, "y": 52.3912073968018 }, { "x": 98, "y": 52.4286435426665 }, { "x": 99, "y": 52.4656975084642 }, { "x": 100, "y": 52.5023769660262 } ] }, { "id": 1150, "curve_id": "E19.36", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "PVC & PE sewer gravity pipes, liquefaction zone 3", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -1.19602073192502, "sigma": 2.9970484728493338, "method": "Curve fitting", "mu_sigma_quality": 0.91458307073781109, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.196, σ=2.997, R²=0.915; Mu/sigma can be used for reconstruction (quality: 0.915); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 37.4308260142192 }, { "x": 2, "y": 39.5602993001737 }, { "x": 3, "y": 40.8210273309684 }, { "x": 4, "y": 41.7214098448043 }, { "x": 5, "y": 42.4228289738286 }, { "x": 6, "y": 42.9977277380448 }, { "x": 7, "y": 43.4849637975261 }, { "x": 8, "y": 43.9078308582506 }, { "x": 9, "y": 44.2814056703306 }, { "x": 10, "y": 44.6160120994336 }, { "x": 11, "y": 44.9190317491306 }, { "x": 12, "y": 45.1959264721865 }, { "x": 13, "y": 45.4508517795589 }, { "x": 14, "y": 45.6870431545536 }, { "x": 15, "y": 45.9070692755865 }, { "x": 16, "y": 46.1130036588359 }, { "x": 17, "y": 46.306544369912 }, { "x": 18, "y": 46.4890995940054 }, { "x": 19, "y": 46.6618501250318 }, { "x": 20, "y": 46.8257958661949 }, { "x": 21, "y": 46.9817910145584 }, { "x": 22, "y": 47.1305710824173 }, { "x": 23, "y": 47.2727739285171 }, { "x": 24, "y": 47.408956325701 }, { "x": 25, "y": 47.5396071560023 }, { "x": 26, "y": 47.6651580251468 }, { "x": 27, "y": 47.7859918795538 }, { "x": 28, "y": 47.9024500607433 }, { "x": 29, "y": 48.0148381254169 }, { "x": 30, "y": 48.1234306817182 }, { "x": 31, "y": 48.2284754347883 }, { "x": 32, "y": 48.3301965918945 }, { "x": 33, "y": 48.4287977451009 }, { "x": 34, "y": 48.5244643248471 }, { "x": 35, "y": 48.6173656988903 }, { "x": 36, "y": 48.707656976415 }, { "x": 37, "y": 48.795480565666 }, { "x": 38, "y": 48.880967524451 }, { "x": 39, "y": 48.9642387357209 }, { "x": 40, "y": 49.0454059347358 }, { "x": 41, "y": 49.1245726097566 }, { "x": 42, "y": 49.2018347945038 }, { "x": 43, "y": 49.2772817676316 }, { "x": 44, "y": 49.3509966720103 }, { "x": 45, "y": 49.4230570646085 }, { "x": 46, "y": 49.4935354061038 }, { "x": 47, "y": 49.5624994979823 }, { "x": 48, "y": 49.6300128737457 }, { "x": 49, "y": 49.6961351498894 }, { "x": 50, "y": 49.7609223415185 }, { "x": 51, "y": 49.8244271467924 }, { "x": 52, "y": 49.8866992038227 }, { "x": 53, "y": 49.9477853231656 }, { "x": 54, "y": 50.0077296986392 }, { "x": 55, "y": 50.0665740988472 }, { "x": 56, "y": 50.1243580414902 }, { "x": 57, "y": 50.1811189522891 }, { "x": 58, "y": 50.2368923101214 }, { "x": 59, "y": 50.2917117797834 }, { "x": 60, "y": 50.3456093336214 }, { "x": 61, "y": 50.398615363135 }, { "x": 62, "y": 50.4507587815286 }, { "x": 63, "y": 50.502067118077 }, { "x": 64, "y": 50.5525666050784 }, { "x": 65, "y": 50.6022822580826 }, { "x": 66, "y": 50.6512379500083 }, { "x": 67, "y": 50.6994564797007 }, { "x": 68, "y": 50.7469596354225 }, { "x": 69, "y": 50.79376825372 }, { "x": 70, "y": 50.8399022740648 }, { "x": 71, "y": 50.8399022740648 }, { "x": 72, "y": 50.9302220945113 }, { "x": 73, "y": 50.9744437277296 }, { "x": 74, "y": 51.018062514206 }, { "x": 75, "y": 51.0610946030222 }, { "x": 76, "y": 51.1035555031417 }, { "x": 77, "y": 51.1454601168027 }, { "x": 78, "y": 51.1868227707609 }, { "x": 79, "y": 51.2276572455468 }, { "x": 80, "y": 51.267976802887 }, { "x": 81, "y": 51.3077942114253 }, { "x": 82, "y": 51.3471217708698 }, { "x": 83, "y": 51.3859713346783 }, { "x": 84, "y": 51.4243543313898 }, { "x": 85, "y": 51.4622817846947 }, { "x": 86, "y": 51.4997643323348 }, { "x": 87, "y": 51.536812243912 }, { "x": 88, "y": 51.5734354376828 }, { "x": 89, "y": 51.6096434964041 }, { "x": 90, "y": 51.6454456822968 }, { "x": 91, "y": 51.680850951184 }, { "x": 92, "y": 51.7158679658575 }, { "x": 93, "y": 51.7505051087239 }, { "x": 94, "y": 51.7847704937757 }, { "x": 95, "y": 51.8186719779295 }, { "x": 96, "y": 51.8522171717727 }, { "x": 97, "y": 51.8854134497534 }, { "x": 98, "y": 51.9182679598497 }, { "x": 99, "y": 51.950787632748 }, { "x": 100, "y": 51.9829791905624 } ] }, { "id": 1151, "curve_id": "E19.37", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "PVC & PE sewer gravity pipes, liquefaction zone 4", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -1.44332558722628, "sigma": 3.0768466611696961, "method": "Curve fitting", "mu_sigma_quality": 0.91252207224580506, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.443, σ=3.077, R²=0.913; Mu/sigma can be used for reconstruction (quality: 0.913); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 38.2662986455797 }, { "x": 2, "y": 40.2293587951528 }, { "x": 3, "y": 41.3895585574057 }, { "x": 4, "y": 42.2173796656829 }, { "x": 5, "y": 42.8618838096089 }, { "x": 6, "y": 43.3899070130078 }, { "x": 7, "y": 43.8372703167751 }, { "x": 8, "y": 44.2254337193051 }, { "x": 9, "y": 44.5682801613564 }, { "x": 10, "y": 44.8753120982656 }, { "x": 11, "y": 45.1533214304737 }, { "x": 12, "y": 45.4073321461348 }, { "x": 13, "y": 45.6411656017768 }, { "x": 14, "y": 45.8577964077848 }, { "x": 15, "y": 46.0595856369796 }, { "x": 16, "y": 46.2484388593534 }, { "x": 17, "y": 46.425916336724 }, { "x": 18, "y": 46.5933117730726 }, { "x": 19, "y": 46.7517098120259 }, { "x": 20, "y": 46.9020288151526 }, { "x": 21, "y": 47.0450532246515 }, { "x": 22, "y": 47.181458413674 }, { "x": 23, "y": 47.31183002497 }, { "x": 24, "y": 47.436679203122 }, { "x": 25, "y": 47.5564547245251 }, { "x": 26, "y": 47.6715527539176 }, { "x": 27, "y": 47.78232476398 }, { "x": 28, "y": 47.8890840181188 }, { "x": 29, "y": 47.9921109184047 }, { "x": 30, "y": 48.0916574490797 }, { "x": 31, "y": 48.1879508932366 }, { "x": 32, "y": 48.2811969608657 }, { "x": 33, "y": 48.3715824367413 }, { "x": 34, "y": 48.4592774339872 }, { "x": 35, "y": 48.5444373217733 }, { "x": 36, "y": 48.6272043821159 }, { "x": 37, "y": 48.7077092402287 }, { "x": 38, "y": 48.786072104589 }, { "x": 39, "y": 48.8624038463168 }, { "x": 40, "y": 48.93680694223 }, { "x": 41, "y": 49.0093763017322 }, { "x": 42, "y": 49.0801999942971 }, { "x": 43, "y": 49.1493598915568 }, { "x": 44, "y": 49.2169322357491 }, { "x": 45, "y": 49.2829881444356 }, { "x": 46, "y": 49.3475940598775 }, { "x": 47, "y": 49.4108121501967 }, { "x": 48, "y": 49.4727006684014 }, { "x": 49, "y": 49.5333142744788 }, { "x": 50, "y": 49.5927043250229 }, { "x": 51, "y": 49.650919134248 }, { "x": 52, "y": 49.7080042097148 }, { "x": 53, "y": 49.7640024656541 }, { "x": 54, "y": 49.8189544163957 }, { "x": 55, "y": 49.8728983520887 }, { "x": 56, "y": 49.925870498624 }, { "x": 57, "y": 49.9779051634341 }, { "x": 58, "y": 50.0290348686406 }, { "x": 59, "y": 50.0792904728445 }, { "x": 60, "y": 50.1287012827035 }, { "x": 61, "y": 50.1772951553064 }, { "x": 62, "y": 50.2250985922413 }, { "x": 63, "y": 50.272136826153 }, { "x": 64, "y": 50.3184339004993 }, { "x": 65, "y": 50.3640127431357 }, { "x": 66, "y": 50.4088952342951 }, { "x": 67, "y": 50.4531022694655 }, { "x": 68, "y": 50.4966538176196 }, { "x": 69, "y": 50.539568975202 }, { "x": 70, "y": 50.5818660162401 }, { "x": 71, "y": 50.5818660162401 }, { "x": 72, "y": 50.6646750088379 }, { "x": 73, "y": 50.705219799457 }, { "x": 74, "y": 50.7452122295762 }, { "x": 75, "y": 50.7846670984677 }, { "x": 76, "y": 50.8235986186212 }, { "x": 77, "y": 50.8620204463635 }, { "x": 78, "y": 50.8999457105066 }, { "x": 79, "y": 50.9373870391735 }, { "x": 80, "y": 50.9743565849412 }, { "x": 81, "y": 51.0108660484236 }, { "x": 82, "y": 51.046926700411 }, { "x": 83, "y": 51.0825494026698 }, { "x": 84, "y": 51.1177446274991 }, { "x": 85, "y": 51.152522476132 }, { "x": 86, "y": 51.1868926960627 }, { "x": 87, "y": 51.2208646973739 }, { "x": 88, "y": 51.2544475681326 }, { "x": 89, "y": 51.287650088918 }, { "x": 90, "y": 51.3204807465383 }, { "x": 91, "y": 51.3529477469922 }, { "x": 92, "y": 51.3850590277219 }, { "x": 93, "y": 51.4168222692064 }, { "x": 94, "y": 51.4482449059342 }, { "x": 95, "y": 51.4793341367982 }, { "x": 96, "y": 51.5100969349455 }, { "x": 97, "y": 51.540540057119 }, { "x": 98, "y": 51.5706700525202 }, { "x": 99, "y": 51.6004932712226 }, { "x": 100, "y": 51.6300158721637 } ] }, { "id": 1152, "curve_id": "E19.38", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "PVC & PE sewer gravity pipes, non-liquefaction zone", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -1.10875642904169, "sigma": 2.9672954213334752, "method": "Curve fitting", "mu_sigma_quality": 0.91554077683614343, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.109, σ=2.967, R²=0.916; Mu/sigma can be used for reconstruction (quality: 0.916); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 37.4680554631023 }, { "x": 2, "y": 39.684327473518 }, { "x": 3, "y": 40.9969011118872 }, { "x": 4, "y": 41.9344375800281 }, { "x": 5, "y": 42.664843336945 }, { "x": 6, "y": 43.2635132199225 }, { "x": 7, "y": 43.770896432356 }, { "x": 8, "y": 44.2112442972035 }, { "x": 9, "y": 44.6002551112507 }, { "x": 10, "y": 44.9486792715541 }, { "x": 11, "y": 45.2642038799612 }, { "x": 12, "y": 45.5525171512678 }, { "x": 13, "y": 45.8179470146679 }, { "x": 14, "y": 46.0638633247176 }, { "x": 15, "y": 46.2929415216206 }, { "x": 16, "y": 46.5073413589865 }, { "x": 17, "y": 46.708831563197 }, { "x": 18, "y": 46.8988789440775 }, { "x": 19, "y": 47.0787134720854 }, { "x": 20, "y": 47.2493767063979 }, { "x": 21, "y": 47.4117584390599 }, { "x": 22, "y": 47.5666248380647 }, { "x": 23, "y": 47.7146403521548 }, { "x": 24, "y": 47.8563849670268 }, { "x": 25, "y": 47.9923679490892 }, { "x": 26, "y": 48.1230389015241 }, { "x": 27, "y": 48.2487967398978 }, { "x": 28, "y": 48.3699970402548 }, { "x": 29, "y": 48.486958101579 }, { "x": 30, "y": 48.599965983522 }, { "x": 31, "y": 48.7092787205345 }, { "x": 32, "y": 48.8151298689177 }, { "x": 33, "y": 48.9177315096691 }, { "x": 34, "y": 49.0172768043667 }, { "x": 35, "y": 49.113942181647 }, { "x": 36, "y": 49.2078892165653 }, { "x": 37, "y": 49.2992662532089 }, { "x": 38, "y": 49.3882098115459 }, { "x": 39, "y": 49.4748458120588 }, { "x": 40, "y": 49.5592906457761 }, { "x": 41, "y": 49.641652112554 }, { "x": 42, "y": 49.7220302466116 }, { "x": 43, "y": 49.8005180452011 }, { "x": 44, "y": 49.8772021137421 }, { "x": 45, "y": 49.9521632386585 }, { "x": 46, "y": 50.0254768974293 }, { "x": 47, "y": 50.0972137139363 }, { "x": 48, "y": 50.1674398660039 }, { "x": 49, "y": 50.2362174510309 }, { "x": 50, "y": 50.3036048147831 }, { "x": 51, "y": 50.3696568477145 }, { "x": 52, "y": 50.4344252525907 }, { "x": 53, "y": 50.4979587866876 }, { "x": 54, "y": 50.5603034814107 }, { "x": 55, "y": 50.6215028418148 }, { "x": 56, "y": 50.6815980281927 }, { "x": 57, "y": 50.7406280216328 }, { "x": 58, "y": 50.7986297752148 }, { "x": 59, "y": 50.8556383523136 }, { "x": 60, "y": 50.911687053308 }, { "x": 61, "y": 50.9668075318429 }, { "x": 62, "y": 51.0210299016605 }, { "x": 63, "y": 51.0743828349051 }, { "x": 64, "y": 51.126893652705 }, { "x": 65, "y": 51.1785884087489 }, { "x": 66, "y": 51.2294919664963 }, { "x": 67, "y": 51.2796280705959 }, { "x": 68, "y": 51.3290194130255 }, { "x": 69, "y": 51.377687694415 }, { "x": 70, "y": 51.4256536809671 }, { "x": 71, "y": 51.4256536809671 }, { "x": 72, "y": 51.5195574758995 }, { "x": 73, "y": 51.5655326024343 }, { "x": 74, "y": 51.6108801589628 }, { "x": 75, "y": 51.6556169635283 }, { "x": 76, "y": 51.6997591674215 }, { "x": 77, "y": 51.7433222899661 }, { "x": 78, "y": 51.7863212510647 }, { "x": 79, "y": 51.8287704016758 }, { "x": 80, "y": 51.8706835523778 }, { "x": 81, "y": 51.9120740001632 }, { "x": 82, "y": 51.9529545535914 }, { "x": 83, "y": 51.9933375564204 }, { "x": 84, "y": 52.0332349098266 }, { "x": 85, "y": 52.0726580933122 }, { "x": 86, "y": 52.1116181843917 }, { "x": 87, "y": 52.1501258771439 }, { "x": 88, "y": 52.188191499705 }, { "x": 89, "y": 52.225825030775 }, { "x": 90, "y": 52.2630361152048 }, { "x": 91, "y": 52.2998340787225 }, { "x": 92, "y": 52.3362279418577 }, { "x": 93, "y": 52.3722264331132 }, { "x": 94, "y": 52.4078380014352 }, { "x": 95, "y": 52.4430708280233 }, { "x": 96, "y": 52.4779328375246 }, { "x": 97, "y": 52.5124317086481 }, { "x": 98, "y": 52.5465748842359 }, { "x": 99, "y": 52.5803695808243 }, { "x": 100, "y": 52.6138227977252 } ] }, { "id": 1153, "curve_id": "E19.39", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Sewer pressure pipes, liquefaction zone 0", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "figure_given", "mu": -0.197139312762321, "sigma": 2.6522285264534391, "method": "Curve fitting", "mu_sigma_quality": 0.92411648492313436, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.197, σ=2.652, R²=0.924; Mu/sigma can be used for reconstruction (quality: 0.924); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 32.6290824917865 }, { "x": 2, "y": 35.5400580553027 }, { "x": 3, "y": 37.2842102553149 }, { "x": 4, "y": 38.5379583322362 }, { "x": 5, "y": 39.5188352638862 }, { "x": 6, "y": 40.3252611059803 }, { "x": 7, "y": 41.0103242671729 }, { "x": 8, "y": 41.6059869835267 }, { "x": 9, "y": 42.1330088206896 }, { "x": 10, "y": 42.6056461900456 }, { "x": 11, "y": 43.0341176135492 }, { "x": 12, "y": 43.4260001886848 }, { "x": 13, "y": 43.787069543968 }, { "x": 14, "y": 44.121830051007 }, { "x": 15, "y": 44.4338630829656 }, { "x": 16, "y": 44.7260635095591 }, { "x": 17, "y": 45.0008049139404 }, { "x": 18, "y": 45.2600578687638 }, { "x": 19, "y": 45.5054764291126 }, { "x": 20, "y": 45.7384625773311 }, { "x": 21, "y": 45.9602150426574 }, { "x": 22, "y": 46.1717668352866 }, { "x": 23, "y": 46.3740144896695 }, { "x": 24, "y": 46.5677411233707 }, { "x": 25, "y": 46.7536348184756 }, { "x": 26, "y": 46.9323034205851 }, { "x": 27, "y": 47.1042865624033 }, { "x": 28, "y": 47.2700655143868 }, { "x": 29, "y": 47.4300713175881 }, { "x": 30, "y": 47.5846915462976 }, { "x": 31, "y": 47.7342759686583 }, { "x": 32, "y": 47.8791413140963 }, { "x": 33, "y": 48.0195753116238 }, { "x": 34, "y": 48.1558401289436 }, { "x": 35, "y": 48.2881753160376 }, { "x": 36, "y": 48.4168003365651 }, { "x": 37, "y": 48.54191675449 }, { "x": 38, "y": 48.6637101308236 }, { "x": 39, "y": 48.7823516754356 }, { "x": 40, "y": 48.8979996909534 }, { "x": 41, "y": 49.0108008394007 }, { "x": 42, "y": 49.1208912570767 }, { "x": 43, "y": 49.2283975389969 }, { "x": 44, "y": 49.3334376107993 }, { "x": 45, "y": 49.4361215032172 }, { "x": 46, "y": 49.5365520419031 }, { "x": 47, "y": 49.634825463477 }, { "x": 48, "y": 49.731031967071 }, { "x": 49, "y": 49.8252562093144 }, { "x": 50, "y": 49.9175777495825 }, { "x": 51, "y": 50.0080714513896 }, { "x": 52, "y": 50.0968078450145 }, { "x": 53, "y": 50.1838534557655 }, { "x": 54, "y": 50.2692711017233 }, { "x": 55, "y": 50.3531201643063 }, { "x": 56, "y": 50.4354568345814 }, { "x": 57, "y": 50.516334337887 }, { "x": 58, "y": 50.5958031390194 }, { "x": 59, "y": 50.6739111299678 }, { "x": 60, "y": 50.75070380195 }, { "x": 61, "y": 50.8262244032988 }, { "x": 62, "y": 50.9005140845739 }, { "x": 63, "y": 50.9736120321196 }, { "x": 64, "y": 51.045555591156 }, { "x": 65, "y": 51.1163803793729 }, { "x": 66, "y": 51.186120391893 }, { "x": 67, "y": 51.2548080983789 }, { "x": 68, "y": 51.3224745329806 }, { "x": 69, "y": 51.3891493777473 }, { "x": 70, "y": 51.4548610400647 }, { "x": 71, "y": 51.4548610400647 }, { "x": 72, "y": 51.5835025003922 }, { "x": 73, "y": 51.646483362953 }, { "x": 74, "y": 51.7086032926674 }, { "x": 75, "y": 51.7698853089162 }, { "x": 76, "y": 51.8303515207789 }, { "x": 77, "y": 51.890023174412 }, { "x": 78, "y": 51.9489206973836 }, { "x": 79, "y": 52.0070637401963 }, { "x": 80, "y": 52.0644712152097 }, { "x": 81, "y": 52.1211613331551 }, { "x": 82, "y": 52.1771516374195 }, { "x": 83, "y": 52.2324590362601 }, { "x": 84, "y": 52.2870998330983 }, { "x": 85, "y": 52.3410897550277 }, { "x": 86, "y": 52.3944439796621 }, { "x": 87, "y": 52.4471771604377 }, { "x": 88, "y": 52.499303450475 }, { "x": 89, "y": 52.5508365250985 }, { "x": 90, "y": 52.6017896031023 }, { "x": 91, "y": 52.6521754668463 }, { "x": 92, "y": 52.702006481258 }, { "x": 93, "y": 52.7512946118112 }, { "x": 94, "y": 52.800051441547 }, { "x": 95, "y": 52.8482881871973 }, { "x": 96, "y": 52.896015714468 }, { "x": 97, "y": 52.9432445525327 }, { "x": 98, "y": 52.9899849077861 }, { "x": 99, "y": 53.0362466769015 }, { "x": 100, "y": 53.0820394592354 } ] }, { "id": 1154, "curve_id": "E19.4", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Abestos cement sewer gravity pipes, liquefaction zone 1", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -0.0439766696728708, "sigma": 2.5952273493537321, "method": "Curve fitting", "mu_sigma_quality": 0.92585568959667064, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.044, σ=2.595, R²=0.926; Mu/sigma can be used for reconstruction (quality: 0.926); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 31.766107365805 }, { "x": 2, "y": 34.8220399420657 }, { "x": 3, "y": 36.6580941388552 }, { "x": 4, "y": 37.9798636087107 }, { "x": 5, "y": 39.0149596322444 }, { "x": 6, "y": 39.8665522057699 }, { "x": 7, "y": 40.5903649312823 }, { "x": 8, "y": 41.219980401492 }, { "x": 9, "y": 41.7772282955104 }, { "x": 10, "y": 42.2771100019772 }, { "x": 11, "y": 42.7303841603837 }, { "x": 12, "y": 43.1450323052179 }, { "x": 13, "y": 43.5271409752323 }, { "x": 14, "y": 43.8814588350061 }, { "x": 15, "y": 44.2117627833321 }, { "x": 16, "y": 44.5211066761745 }, { "x": 17, "y": 44.8119951532693 }, { "x": 18, "y": 45.0865081214946 }, { "x": 19, "y": 45.3463918163681 }, { "x": 20, "y": 45.5931266709436 }, { "x": 21, "y": 45.8279787433774 }, { "x": 22, "y": 46.0520392660884 }, { "x": 23, "y": 46.2662554663287 }, { "x": 24, "y": 46.4714548741182 }, { "x": 25, "y": 46.6683647033662 }, { "x": 26, "y": 46.8576274587789 }, { "x": 27, "y": 47.0398136181676 }, { "x": 28, "y": 47.2154320245714 }, { "x": 29, "y": 47.3849384675538 }, { "x": 30, "y": 47.5487428198505 }, { "x": 31, "y": 47.7072150119243 }, { "x": 32, "y": 47.8606900645039 }, { "x": 33, "y": 48.0094723520199 }, { "x": 34, "y": 48.1538392338998 }, { "x": 35, "y": 48.2940441630336 }, { "x": 36, "y": 48.4303193592731 }, { "x": 37, "y": 48.5628781190638 }, { "x": 38, "y": 48.6919168190991 }, { "x": 39, "y": 48.8176166614165 }, { "x": 40, "y": 48.9401451989909 }, { "x": 41, "y": 49.0596576741634 }, { "x": 42, "y": 49.1762981968186 }, { "x": 43, "y": 49.2902007848073 }, { "x": 44, "y": 49.4014902855153 }, { "x": 45, "y": 49.5102831945132 }, { "x": 46, "y": 49.616688384789 }, { "x": 47, "y": 49.720807758038 }, { "x": 48, "y": 49.8227368278029 }, { "x": 49, "y": 49.9225652428516 }, { "x": 50, "y": 50.0203772579976 }, { "x": 51, "y": 50.1162521585752 }, { "x": 52, "y": 50.2102646439412 }, { "x": 53, "y": 50.3024851746615 }, { "x": 54, "y": 50.392980287434 }, { "x": 55, "y": 50.4818128812829 }, { "x": 56, "y": 50.5690424781133 }, { "x": 57, "y": 50.6547254603357 }, { "x": 58, "y": 50.7389152879413 }, { "x": 59, "y": 50.8216626971256 }, { "x": 60, "y": 50.9030158823102 }, { "x": 61, "y": 50.9830206632037 }, { "x": 62, "y": 51.0617206383522 }, { "x": 63, "y": 51.1391573264706 }, { "x": 64, "y": 51.2153702967046 }, { "x": 65, "y": 51.290397288847 }, { "x": 66, "y": 51.364274324425 }, { "x": 67, "y": 51.4370358094778 }, { "x": 68, "y": 51.5087146297599 }, { "x": 69, "y": 51.5793422390308 }, { "x": 70, "y": 51.648948741024 }, { "x": 71, "y": 51.648948741024 }, { "x": 72, "y": 51.7852125397927 }, { "x": 73, "y": 51.851923953503 }, { "x": 74, "y": 51.9177226213749 }, { "x": 75, "y": 51.9826329400715 }, { "x": 76, "y": 52.0466783419616 }, { "x": 77, "y": 52.1098813452827 }, { "x": 78, "y": 52.172263601084 }, { "x": 79, "y": 52.2338459371928 }, { "x": 80, "y": 52.294648399429 }, { "x": 81, "y": 52.3546902902711 }, { "x": 82, "y": 52.4139902051615 }, { "x": 83, "y": 52.4725660666212 }, { "x": 84, "y": 52.5304351563312 }, { "x": 85, "y": 52.5876141453239 }, { "x": 86, "y": 52.6441191224167 }, { "x": 87, "y": 52.6999656210099 }, { "x": 88, "y": 52.7551686443596 }, { "x": 89, "y": 52.809742689429 }, { "x": 90, "y": 52.8637017694132 }, { "x": 91, "y": 52.9170594350248 }, { "x": 92, "y": 52.9698287946214 }, { "x": 93, "y": 53.0220225332496 }, { "x": 94, "y": 53.073652930675 }, { "x": 95, "y": 53.1247318784627 }, { "x": 96, "y": 53.175270896166 }, { "x": 97, "y": 53.2252811466813 }, { "x": 98, "y": 53.274773450818 }, { "x": 99, "y": 53.3237583011315 }, { "x": 100, "y": 53.3722458750647 } ] }, { "id": 1155, "curve_id": "E19.40", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Sewer pressure pipes, liquefaction zone 1", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "figure_given", "mu": -0.60129232332859, "sigma": 2.7969879436818754, "method": "Curve fitting", "mu_sigma_quality": 0.91991123988141865, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.601, σ=2.797, R²=0.920; Mu/sigma can be used for reconstruction (quality: 0.920); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 34.7211242652985 }, { "x": 2, "y": 37.2829820625606 }, { "x": 3, "y": 38.8089470442465 }, { "x": 4, "y": 39.902370499306 }, { "x": 5, "y": 40.7560351730705 }, { "x": 6, "y": 41.4568233627571 }, { "x": 7, "y": 42.0514698722476 }, { "x": 8, "y": 42.5680516359362 }, { "x": 9, "y": 43.024773345632 }, { "x": 10, "y": 43.4341190175461 }, { "x": 11, "y": 43.8050259140631 }, { "x": 12, "y": 44.1441141127169 }, { "x": 13, "y": 44.4564251112338 }, { "x": 14, "y": 44.7458875305741 }, { "x": 15, "y": 45.0156226920216 }, { "x": 16, "y": 45.2681519397329 }, { "x": 17, "y": 45.5055413587409 }, { "x": 18, "y": 45.7295052988577 }, { "x": 19, "y": 45.9414820278984 }, { "x": 20, "y": 46.1426900645177 }, { "x": 21, "y": 46.3341708278487 }, { "x": 22, "y": 46.5168214101704 }, { "x": 23, "y": 46.6914200976878 }, { "x": 24, "y": 46.8586464846499 }, { "x": 25, "y": 47.0190975002779 }, { "x": 26, "y": 47.1733003067996 }, { "x": 27, "y": 47.3217227744863 }, { "x": 28, "y": 47.4647820604409 }, { "x": 29, "y": 47.6028516888962 }, { "x": 30, "y": 47.7362674366906 }, { "x": 31, "y": 47.8653322581056 }, { "x": 32, "y": 47.9903204313732 }, { "x": 33, "y": 48.1114810700159 }, { "x": 34, "y": 48.2290411123636 }, { "x": 35, "y": 48.3432078796636 }, { "x": 36, "y": 48.4541712754324 }, { "x": 37, "y": 48.5621056848053 }, { "x": 38, "y": 48.6671716217087 }, { "x": 39, "y": 48.7695171630137 }, { "x": 40, "y": 48.8692792019087 }, { "x": 41, "y": 48.9665845471778 }, { "x": 42, "y": 49.0615508905819 }, { "x": 43, "y": 49.1542876608982 }, { "x": 44, "y": 49.2448967801933 }, { "x": 45, "y": 49.3334733354662 }, { "x": 46, "y": 49.4201061767819 }, { "x": 47, "y": 49.5048784513458 }, { "x": 48, "y": 49.5878680815836 }, { "x": 49, "y": 49.6691481941285 }, { "x": 50, "y": 49.7487875056462 }, { "x": 51, "y": 49.8268506706086 }, { "x": 52, "y": 49.9033985954323 }, { "x": 53, "y": 49.9784887228155 }, { "x": 54, "y": 50.0521752896011 }, { "x": 55, "y": 50.1245095610737 }, { "x": 56, "y": 50.1955400442263 }, { "x": 57, "y": 50.2653126822264 }, { "x": 58, "y": 50.3338710320326 }, { "x": 59, "y": 50.4012564268877 }, { "x": 60, "y": 50.4675081252063 }, { "x": 61, "y": 50.5326634472022 }, { "x": 62, "y": 50.5967579004477 }, { "x": 63, "y": 50.6598252954253 }, { "x": 64, "y": 50.7218978520112 }, { "x": 65, "y": 50.7830062977358 }, { "x": 66, "y": 50.8431799585674 }, { "x": 67, "y": 50.9024468428954 }, { "x": 68, "y": 50.9608337193135 }, { "x": 69, "y": 51.0183661887449 }, { "x": 70, "y": 51.0750687513958 }, { "x": 71, "y": 51.0750687513958 }, { "x": 72, "y": 51.1860770225914 }, { "x": 73, "y": 51.2404267666346 }, { "x": 74, "y": 51.2940347790521 }, { "x": 75, "y": 51.3469209082264 }, { "x": 76, "y": 51.3991042167721 }, { "x": 77, "y": 51.450603022478 }, { "x": 78, "y": 51.5014349366155 }, { "x": 79, "y": 51.5516168998155 }, { "x": 80, "y": 51.6011652156959 }, { "x": 81, "y": 51.6500955824063 }, { "x": 82, "y": 51.6984231222449 }, { "x": 83, "y": 51.7461624094851 }, { "x": 84, "y": 51.793327496541 }, { "x": 85, "y": 51.8399319385897 }, { "x": 86, "y": 51.8859888167583 }, { "x": 87, "y": 51.9315107599741 }, { "x": 88, "y": 51.9765099655705 }, { "x": 89, "y": 52.020998218732 }, { "x": 90, "y": 52.0649869108561 }, { "x": 91, "y": 52.1084870569039 }, { "x": 92, "y": 52.1515093118051 }, { "x": 93, "y": 52.1940639859791 }, { "x": 94, "y": 52.2361610600284 }, { "x": 95, "y": 52.2778101986569 }, { "x": 96, "y": 52.3190207638612 }, { "x": 97, "y": 52.359801827441 }, { "x": 98, "y": 52.4001621828692 }, { "x": 99, "y": 52.4401103565615 }, { "x": 100, "y": 52.4796546185809 } ] }, { "id": 1156, "curve_id": "E19.41", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Sewer pressure pipes, liquefaction zone 2", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "figure_given", "mu": 0.13072096786934057, "sigma": 2.5312539839169448, "method": "Curve fitting", "mu_sigma_quality": 0.92746346743102337, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.131, σ=2.531, R²=0.927; Mu/sigma can be used for reconstruction (quality: 0.927); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 30.2113650486611 }, { "x": 2, "y": 33.3709371702809 }, { "x": 3, "y": 35.2773405398842 }, { "x": 4, "y": 36.6530872913517 }, { "x": 5, "y": 37.7322458041245 }, { "x": 6, "y": 38.6211941138744 }, { "x": 7, "y": 39.3774990327702 }, { "x": 8, "y": 40.0359061470862 }, { "x": 9, "y": 40.6190288642945 }, { "x": 10, "y": 41.1424232288122 }, { "x": 11, "y": 41.6172555983763 }, { "x": 12, "y": 42.0518164351751 }, { "x": 13, "y": 42.4524322250861 }, { "x": 14, "y": 42.824041891419 }, { "x": 15, "y": 43.1705758543616 }, { "x": 16, "y": 43.495213720284 }, { "x": 17, "y": 43.8005644815114 }, { "x": 18, "y": 44.0887956338903 }, { "x": 19, "y": 44.3617276755965 }, { "x": 20, "y": 44.6209045705858 }, { "x": 21, "y": 44.8676471652512 }, { "x": 22, "y": 45.1030942838302 }, { "x": 23, "y": 45.3282347660863 }, { "x": 24, "y": 45.5439327441655 }, { "x": 25, "y": 45.7509478030254 }, { "x": 26, "y": 45.9499512200456 }, { "x": 27, "y": 46.1415391654509 }, { "x": 28, "y": 46.3262435220801 }, { "x": 29, "y": 46.5045408222442 }, { "x": 30, "y": 46.6768596820071 }, { "x": 31, "y": 46.8435870264524 }, { "x": 32, "y": 47.0050733346476 }, { "x": 33, "y": 47.1616370840518 }, { "x": 34, "y": 47.3135685367752 }, { "x": 35, "y": 47.4611329813761 }, { "x": 36, "y": 47.6045735215976 }, { "x": 37, "y": 47.7441134860188 }, { "x": 38, "y": 47.87995851887 }, { "x": 39, "y": 48.0122984013706 }, { "x": 40, "y": 48.1413086442506 }, { "x": 41, "y": 48.267151885134 }, { "x": 42, "y": 48.3899791188103 }, { "x": 43, "y": 48.5099307838335 }, { "x": 44, "y": 48.6271377251378 }, { "x": 45, "y": 48.7417220492787 }, { "x": 46, "y": 48.8537978863682 }, { "x": 47, "y": 48.9634720706681 }, { "x": 48, "y": 49.0708447500488 }, { "x": 49, "y": 49.176009933062 }, { "x": 50, "y": 49.2790559811384 }, { "x": 51, "y": 49.3800660523927 }, { "x": 52, "y": 49.4791185026363 }, { "x": 53, "y": 49.5762872484613 }, { "x": 54, "y": 49.6716420966208 }, { "x": 55, "y": 49.7652490433951 }, { "x": 56, "y": 49.8571705471687 }, { "x": 57, "y": 49.9474657770456 }, { "x": 58, "y": 50.0361908399886 }, { "x": 59, "y": 50.1233989886725 }, { "x": 60, "y": 50.209140811984 }, { "x": 61, "y": 50.2934644098797 }, { "x": 62, "y": 50.3764155541191 }, { "x": 63, "y": 50.4580378362212 }, { "x": 64, "y": 50.5383728038441 }, { "x": 65, "y": 50.6174600866597 }, { "x": 66, "y": 50.6953375126786 }, { "x": 67, "y": 50.7720412158843 }, { "x": 68, "y": 50.8476057359421 }, { "x": 69, "y": 50.9220641106754 }, { "x": 70, "y": 50.9954479619291 }, { "x": 71, "y": 50.9954479619291 }, { "x": 72, "y": 51.1391119748005 }, { "x": 73, "y": 51.209448991228 }, { "x": 74, "y": 51.278825327461 }, { "x": 75, "y": 51.3472666182491 }, { "x": 76, "y": 51.4147974865206 }, { "x": 77, "y": 51.4814415959571 }, { "x": 78, "y": 51.5472217001948 }, { "x": 79, "y": 51.6121596889104 }, { "x": 80, "y": 51.6762766310252 }, { "x": 81, "y": 51.7395928152397 }, { "x": 82, "y": 51.8021277880969 }, { "x": 83, "y": 51.8639003897499 }, { "x": 84, "y": 51.9249287876011 }, { "x": 85, "y": 51.985230507961 }, { "x": 86, "y": 52.0448224658654 }, { "x": 87, "y": 52.1037209931793 }, { "x": 88, "y": 52.1619418651028 }, { "x": 89, "y": 52.2195003251878 }, { "x": 90, "y": 52.2764111089646 }, { "x": 91, "y": 52.3326884662697 }, { "x": 92, "y": 52.3883461823601 }, { "x": 93, "y": 52.4433975978927 }, { "x": 94, "y": 52.4978556278397 }, { "x": 95, "y": 52.5517327794096 }, { "x": 96, "y": 52.6050411690338 }, { "x": 97, "y": 52.6577925384781 }, { "x": 98, "y": 52.7099982701316 }, { "x": 99, "y": 52.761669401524 }, { "x": 100, "y": 52.8128166391165 } ] }, { "id": 1157, "curve_id": "E19.42", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Sewer pressure pipes, liquefaction zone 3", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "figure_given", "mu": -0.834323940301567, "sigma": 2.876214690890591, "method": "Curve fitting", "mu_sigma_quality": 0.91787159369832527, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.834, σ=2.876, R²=0.918; Mu/sigma can be used for reconstruction (quality: 0.918); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 36.0828858857478 }, { "x": 2, "y": 38.4849304701082 }, { "x": 3, "y": 39.9114936961048 }, { "x": 4, "y": 40.9320155988459 }, { "x": 5, "y": 41.7278865561134 }, { "x": 6, "y": 42.3807016922828 }, { "x": 7, "y": 42.9342927298946 }, { "x": 8, "y": 43.4149650188121 }, { "x": 9, "y": 43.8397601212126 }, { "x": 10, "y": 44.2203561352872 }, { "x": 11, "y": 44.5651082928361 }, { "x": 12, "y": 44.8802022740982 }, { "x": 13, "y": 45.170346566679 }, { "x": 14, "y": 45.4392087656014 }, { "x": 15, "y": 45.6897017146701 }, { "x": 16, "y": 45.9241775556219 }, { "x": 17, "y": 46.1445631257924 }, { "x": 18, "y": 46.3524567787525 }, { "x": 19, "y": 46.5491991147661 }, { "x": 20, "y": 46.7359256314351 }, { "x": 21, "y": 46.9136065738817 }, { "x": 22, "y": 47.0830775479197 }, { "x": 23, "y": 47.2450633531099 }, { "x": 24, "y": 47.4001967622109 }, { "x": 25, "y": 47.5490334812763 }, { "x": 26, "y": 47.6920641865774 }, { "x": 27, "y": 47.8297242983323 }, { "x": 28, "y": 47.9624019836179 }, { "x": 29, "y": 48.0904447601899 }, { "x": 30, "y": 48.214164984943 }, { "x": 31, "y": 48.3338444457835 }, { "x": 32, "y": 48.4497382271885 }, { "x": 33, "y": 48.5620779831458 }, { "x": 34, "y": 48.6710747232991 }, { "x": 35, "y": 48.7769211967092 }, { "x": 36, "y": 48.8797939410369 }, { "x": 37, "y": 48.9798550519842 }, { "x": 38, "y": 49.0772537176203 }, { "x": 39, "y": 49.1721275541245 }, { "x": 40, "y": 49.2646037730235 }, { "x": 41, "y": 49.3548002048106 }, { "x": 42, "y": 49.4428261996527 }, { "x": 43, "y": 49.5287834224857 }, { "x": 44, "y": 49.6127665570222 }, { "x": 45, "y": 49.6948639309188 }, { "x": 46, "y": 49.7751580724684 }, { "x": 47, "y": 49.8537262076285 }, { "x": 48, "y": 49.9306407048992 }, { "x": 49, "y": 50.0059694744857 }, { "x": 50, "y": 50.0797763272697 }, { "x": 51, "y": 50.1521212983511 }, { "x": 52, "y": 50.2230609392781 }, { "x": 53, "y": 50.2926485825314 }, { "x": 54, "y": 50.3609345813682 }, { "x": 55, "y": 50.4279665277292 }, { "x": 56, "y": 50.4937894505751 }, { "x": 57, "y": 50.5584459967235 }, { "x": 58, "y": 50.6219765960098 }, { "x": 59, "y": 50.6844196123726 }, { "x": 60, "y": 50.7458114822819 }, { "x": 61, "y": 50.8061868417596 }, { "x": 62, "y": 50.8655786431046 }, { "x": 63, "y": 50.9240182623059 }, { "x": 64, "y": 50.9815355980234 }, { "x": 65, "y": 51.0381591629175 }, { "x": 66, "y": 51.0939161680264 }, { "x": 67, "y": 51.148832600818 }, { "x": 68, "y": 51.2029332974757 }, { "x": 69, "y": 51.2562420099233 }, { "x": 70, "y": 51.3087814680403 }, { "x": 71, "y": 51.3087814680403 }, { "x": 72, "y": 51.4116387734442 }, { "x": 73, "y": 51.4619974707843 }, { "x": 74, "y": 51.5116687106716 }, { "x": 75, "y": 51.5606709041669 }, { "x": 76, "y": 51.6090217329033 }, { "x": 77, "y": 51.6567381871185 }, { "x": 78, "y": 51.7038366012395 }, { "x": 79, "y": 51.7503326872076 }, { "x": 80, "y": 51.7962415657115 }, { "x": 81, "y": 51.8415777954869 }, { "x": 82, "y": 51.8863554008217 }, { "x": 83, "y": 51.9305878973998 }, { "x": 84, "y": 51.9742883166003 }, { "x": 85, "y": 52.017469228363 }, { "x": 86, "y": 52.0601427627193 }, { "x": 87, "y": 52.1023206300829 }, { "x": 88, "y": 52.1440141403825 }, { "x": 89, "y": 52.1852342211169 }, { "x": 90, "y": 52.225991434404 }, { "x": 91, "y": 52.2662959930893 }, { "x": 92, "y": 52.3061577759775 }, { "x": 93, "y": 52.3455863422414 }, { "x": 94, "y": 52.3845909450628 }, { "x": 95, "y": 52.4231805445535 }, { "x": 96, "y": 52.4613638200008 }, { "x": 97, "y": 52.4991491814803 }, { "x": 98, "y": 52.5365447808747 }, { "x": 99, "y": 52.573558522334 }, { "x": 100, "y": 52.6101980722118 } ] }, { "id": 1158, "curve_id": "E19.43", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Sewer pressure pipes, non-liquefaction zone", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "figure_given", "mu": 3.8210036074248497, "sigma": 0.1145475424000344, "method": "Curve fitting", "mu_sigma_quality": 0.999999999936209, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.821, σ=0.115, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 2E-14 }, { "x": 19, "y": 9.9E-13 }, { "x": 20, "y": 2.91E-11 }, { "x": 21, "y": 6.0639E-10 }, { "x": 22, "y": 9.29488E-09 }, { "x": 23, "y": 1.0852981E-07 }, { "x": 24, "y": 9.9452152E-07 }, { "x": 25, "y": 7.33812554E-06 }, { "x": 26, "y": 4.457769905E-05 }, { "x": 27, "y": 0.00022731321808 }, { "x": 28, "y": 0.00098963698551 }, { "x": 29, "y": 0.00373387643275 }, { "x": 30, "y": 0.01237135866699 }, { "x": 31, "y": 0.03642091769351 }, { "x": 32, "y": 0.09627564456008 }, { "x": 33, "y": 0.2306748017459 }, { "x": 34, "y": 0.50522269220694 }, { "x": 35, "y": 1.0192831283816 }, { "x": 36, "y": 1.90749209470745 }, { "x": 37, "y": 3.33234263358806 }, { "x": 38, "y": 5.46625155823054 }, { "x": 39, "y": 8.46481695949375 }, { "x": 40, "y": 12.4364124921752 }, { "x": 41, "y": 17.4153722935921 }, { "x": 42, "y": 23.345810572517 }, { "x": 43, "y": 30.0805756141499 }, { "x": 44, "y": 37.3958951162972 }, { "x": 45, "y": 45.0183418576274 }, { "x": 46, "y": 52.6580936551751 }, { "x": 47, "y": 60.0417181315926 }, { "x": 48, "y": 66.9387803036054 }, { "x": 49, "y": 73.1788036837966 }, { "x": 50, "y": 78.6576701108582 }, { "x": 51, "y": 83.3347004343716 }, { "x": 52, "y": 87.2230057401871 }, { "x": 53, "y": 90.3761586823161 }, { "x": 54, "y": 92.8739751982085 }, { "x": 55, "y": 94.8095040079417 }, { "x": 56, "y": 96.2784817553372 }, { "x": 57, "y": 97.3717416743273 }, { "x": 58, "y": 98.1704839342458 }, { "x": 59, "y": 98.7439612008878 }, { "x": 60, "y": 99.1489794877931 }, { "x": 61, "y": 99.4306088928642 }, { "x": 62, "y": 99.6235824650019 }, { "x": 63, "y": 99.7539840811177 }, { "x": 64, "y": 99.8409524226074 }, { "x": 65, "y": 99.8982373970332 }, { "x": 66, "y": 99.9355290539618 }, { "x": 67, "y": 99.9595365731749 }, { "x": 68, "y": 99.974830008819 }, { "x": 69, "y": 99.9844755787319 }, { "x": 70, "y": 99.9905017993552 }, { "x": 71, "y": 99.9905017993552 }, { "x": 72, "y": 99.9965241630343 }, { "x": 73, "y": 99.9979194661048 }, { "x": 74, "y": 99.9987628255905 }, { "x": 75, "y": 99.9992689090912 }, { "x": 76, "y": 99.9995705297285 }, { "x": 77, "y": 99.999749131167 }, { "x": 78, "y": 99.9998542405343 }, { "x": 79, "y": 99.999915739873 }, { "x": 80, "y": 99.9999515251925 }, { "x": 81, "y": 99.9999722395262 }, { "x": 82, "y": 99.9999841708479 }, { "x": 83, "y": 99.9999910110922 }, { "x": 84, "y": 99.9999949152604 }, { "x": 85, "y": 99.9999971342864 }, { "x": 86, "y": 99.9999983905228 }, { "x": 87, "y": 99.9999990990375 }, { "x": 88, "y": 99.9999994972215 }, { "x": 89, "y": 99.9999997202504 }, { "x": 90, "y": 99.9999998447769 }, { "x": 91, "y": 99.9999999140975 }, { "x": 92, "y": 99.9999999525777 }, { "x": 93, "y": 99.9999999738814 }, { "x": 94, "y": 99.9999999856462 }, { "x": 95, "y": 99.9999999921279 }, { "x": 96, "y": 99.999999995691 }, { "x": 97, "y": 99.9999999976456 }, { "x": 98, "y": 99.9999999987157 }, { "x": 99, "y": 99.9999999993006 }, { "x": 100, "y": 99.9999999996196 } ] }, { "id": 1159, "curve_id": "E19.44", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Pipelines", "ci_detail": "Public sewerage pipelines", "source_type": "Peer-reviewed", "source_abbrev": "Nagata et al. (2011)", "source_detail": "Nagata, S., Yamamoto, K., Ishida, H., and Kusaka, A.: Estimation of fragility curve of sewerage pipes due to seismic damaged data, Procedia Engineering, 14, 1887–1896, https://doi.org/10.1016/j.proeng.2011.07.237, 2011.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 6.3300229529782053, "sigma": 1.3227751558214689, "method": "Probit regression", "mu_sigma_quality": 0.82218620626972616, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=0.822; Mu/sigma can be used for reconstruction (quality: 0.822); D1 category: figure_given; Source provides original data points", "intensity_measure": "Maximum Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 37, "data_points": [ { "x": 0, "y": 0 }, { "x": 5, "y": 0 }, { "x": 10, "y": 0 }, { "x": 15, "y": 0 }, { "x": 20, "y": 0 }, { "x": 25, "y": 0 }, { "x": 30, "y": 0.003 }, { "x": 35, "y": 0.008 }, { "x": 40, "y": 0.022 }, { "x": 45, "y": 0.042 }, { "x": 50, "y": 0.066 }, { "x": 55, "y": 0.088 }, { "x": 60, "y": 0.102 }, { "x": 65, "y": 0.113 }, { "x": 70, "y": 0.119 }, { "x": 75, "y": 0.122 }, { "x": 80, "y": 0.124 }, { "x": 85, "y": 0.125 }, { "x": 90, "y": 0.125 }, { "x": 95, "y": 0.126 }, { "x": 100, "y": 0.126 }, { "x": 105, "y": 0.126 }, { "x": 110, "y": 0.126 }, { "x": 115, "y": 0.126 }, { "x": 120, "y": 0.126 }, { "x": 125, "y": 0.126 }, { "x": 130, "y": 0.126 }, { "x": 135, "y": 0.126 }, { "x": 140, "y": 0.126 }, { "x": 145, "y": 0.126 }, { "x": 150, "y": 0.126 }, { "x": 155, "y": 0.126 }, { "x": 160, "y": 0.126 }, { "x": 165, "y": 0.126 }, { "x": 170, "y": 0.126 }, { "x": 175, "y": 0.126 }, { "x": 180, "y": 0.126 } ] }, { "id": 1160, "curve_id": "E19.45", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Pipelines", "ci_detail": "Public sewerage pipelines (non-liquefaction sites)", "source_type": "Peer-reviewed", "source_abbrev": "Nagata et al. (2011)", "source_detail": "Nagata, S., Yamamoto, K., Ishida, H., and Kusaka, A.: Estimation of fragility curve of sewerage pipes due to seismic damaged data, Procedia Engineering, 14, 1887–1896, https://doi.org/10.1016/j.proeng.2011.07.237, 2011.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 7.7679832408719687, "sigma": 1.6974246872163106, "method": "Probit regression", "mu_sigma_quality": 0.80164736711228712, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=0.802; Mu/sigma can be used for reconstruction (quality: 0.802); D1 category: figure_given; Source provides original data points", "intensity_measure": "Maximum Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 37, "data_points": [ { "x": 0, "y": 0 }, { "x": 5, "y": 0 }, { "x": 10, "y": 0 }, { "x": 15, "y": 0 }, { "x": 20, "y": 0 }, { "x": 25, "y": 0 }, { "x": 30, "y": 0 }, { "x": 35, "y": 0 }, { "x": 40, "y": 0.002 }, { "x": 45, "y": 0.006 }, { "x": 50, "y": 0.012 }, { "x": 55, "y": 0.021 }, { "x": 60, "y": 0.029 }, { "x": 65, "y": 0.034 }, { "x": 70, "y": 0.039 }, { "x": 75, "y": 0.042 }, { "x": 80, "y": 0.043 }, { "x": 85, "y": 0.044 }, { "x": 90, "y": 0.044 }, { "x": 95, "y": 0.044 }, { "x": 100, "y": 0.044 }, { "x": 105, "y": 0.044 }, { "x": 110, "y": 0.044 }, { "x": 115, "y": 0.044 }, { "x": 120, "y": 0.045 }, { "x": 125, "y": 0.045 }, { "x": 130, "y": 0.045 }, { "x": 135, "y": 0.045 }, { "x": 140, "y": 0.045 }, { "x": 145, "y": 0.045 }, { "x": 150, "y": 0.045 }, { "x": 155, "y": 0.045 }, { "x": 160, "y": 0.045 }, { "x": 165, "y": 0.045 }, { "x": 170, "y": 0.045 }, { "x": 175, "y": 0.045 }, { "x": 180, "y": 0.045 } ] }, { "id": 1161, "curve_id": "E19.46", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Pipelines", "ci_detail": "Public sewerage pipelines (liquefaction sites)", "source_type": "Peer-reviewed", "source_abbrev": "Nagata et al. (2011)", "source_detail": "Nagata, S., Yamamoto, K., Ishida, H., and Kusaka, A.: Estimation of fragility curve of sewerage pipes due to seismic damaged data, Procedia Engineering, 14, 1887–1896, https://doi.org/10.1016/j.proeng.2011.07.237, 2011.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 6.0882063271185372, "sigma": 1.2255775255240646, "method": "Probit regression", "mu_sigma_quality": 0.80723066888218142, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=0.807; Mu/sigma can be used for reconstruction (quality: 0.807); D1 category: figure_given; Source provides original data points", "intensity_measure": "Maximum Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 37, "data_points": [ { "x": 0, "y": 0 }, { "x": 5, "y": 0 }, { "x": 10, "y": 0 }, { "x": 15, "y": 0 }, { "x": 20, "y": 0 }, { "x": 25, "y": 0 }, { "x": 30, "y": 0.001 }, { "x": 35, "y": 0.007 }, { "x": 40, "y": 0.024 }, { "x": 45, "y": 0.047 }, { "x": 50, "y": 0.076 }, { "x": 55, "y": 0.102 }, { "x": 60, "y": 0.121 }, { "x": 65, "y": 0.134 }, { "x": 70, "y": 0.142 }, { "x": 75, "y": 0.146 }, { "x": 80, "y": 0.148 }, { "x": 85, "y": 0.149 }, { "x": 90, "y": 0.15 }, { "x": 95, "y": 0.151 }, { "x": 100, "y": 0.151 }, { "x": 105, "y": 0.151 }, { "x": 110, "y": 0.151 }, { "x": 115, "y": 0.151 }, { "x": 120, "y": 0.151 }, { "x": 125, "y": 0.151 }, { "x": 130, "y": 0.151 }, { "x": 135, "y": 0.151 }, { "x": 140, "y": 0.151 }, { "x": 145, "y": 0.151 }, { "x": 150, "y": 0.151 }, { "x": 155, "y": 0.151 }, { "x": 160, "y": 0.151 }, { "x": 165, "y": 0.151 }, { "x": 170, "y": 0.151 }, { "x": 175, "y": 0.151 }, { "x": 180, "y": 0.151 } ] }, { "id": 1162, "curve_id": "E19.5", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Abestos cement sewer gravity pipes, liquefaction zone 2", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -0.82621715744941, "sigma": 2.8737306893503409, "method": "Curve fitting", "mu_sigma_quality": 0.917896978319158, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.826, σ=2.874, R²=0.918; Mu/sigma can be used for reconstruction (quality: 0.918); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 35.9670770562503 }, { "x": 2, "y": 38.3689215470194 }, { "x": 3, "y": 39.7956040793563 }, { "x": 4, "y": 40.8163164265406 }, { "x": 5, "y": 41.6123953752427 }, { "x": 6, "y": 42.2654193729668 }, { "x": 7, "y": 42.819214183369 }, { "x": 8, "y": 43.3000830285883 }, { "x": 9, "y": 43.7250668785309 }, { "x": 10, "y": 44.1058438892617 }, { "x": 11, "y": 44.4507696252532 }, { "x": 12, "y": 44.7660302051763 }, { "x": 13, "y": 45.0563345822313 }, { "x": 14, "y": 45.3253508076002 }, { "x": 15, "y": 45.5759921554955 }, { "x": 16, "y": 45.8106111660136 }, { "x": 17, "y": 46.0311350414727 }, { "x": 18, "y": 46.239162468132 }, { "x": 19, "y": 46.4360343488225 }, { "x": 20, "y": 46.6228864561743 }, { "x": 21, "y": 46.8006892854386 }, { "x": 22, "y": 46.9702786701844 }, { "x": 23, "y": 47.132379617686 }, { "x": 24, "y": 47.2876250904843 }, { "x": 25, "y": 47.436570968374 }, { "x": 26, "y": 47.5797080870052 }, { "x": 27, "y": 47.7174720130993 }, { "x": 28, "y": 47.8502510486757 }, { "x": 29, "y": 47.9783928360327 }, { "x": 30, "y": 48.1022098472339 }, { "x": 31, "y": 48.2219839768884 }, { "x": 32, "y": 48.3379704085148 }, { "x": 33, "y": 48.4504008881933 }, { "x": 34, "y": 48.5594865113461 }, { "x": 35, "y": 48.6654201070626 }, { "x": 36, "y": 48.7683782877865 }, { "x": 37, "y": 48.8685232192073 }, { "x": 38, "y": 48.9660041549898 }, { "x": 39, "y": 49.0609587728799 }, { "x": 40, "y": 49.153514342267 }, { "x": 41, "y": 49.2437887480976 }, { "x": 42, "y": 49.3318913918474 }, { "x": 43, "y": 49.4179239868565 }, { "x": 44, "y": 49.5019812625547 }, { "x": 45, "y": 49.5841515898266 }, { "x": 46, "y": 49.6645175378835 }, { "x": 47, "y": 49.7431563714548 }, { "x": 48, "y": 49.8201404958165 }, { "x": 49, "y": 49.8955378560895 }, { "x": 50, "y": 49.9694122963359 }, { "x": 51, "y": 50.0418238832165 }, { "x": 52, "y": 50.1128291983248 }, { "x": 53, "y": 50.182481602769 }, { "x": 54, "y": 50.250831477105 }, { "x": 55, "y": 50.3179264393252 }, { "x": 56, "y": 50.3838115432713 }, { "x": 57, "y": 50.4485294595416 }, { "x": 58, "y": 50.5121206407162 }, { "x": 59, "y": 50.5746234725034 }, { "x": 60, "y": 50.6360744122231 }, { "x": 61, "y": 50.6965081158797 }, { "x": 62, "y": 50.755957554935 }, { "x": 63, "y": 50.8144541237666 }, { "x": 64, "y": 50.8720277386905 }, { "x": 65, "y": 50.9287069293293 }, { "x": 66, "y": 50.9845189230267 }, { "x": 67, "y": 51.0394897229328 }, { "x": 68, "y": 51.0936441803222 }, { "x": 69, "y": 51.1470060616483 }, { "x": 70, "y": 51.1995981107873 }, { "x": 71, "y": 51.1995981107873 }, { "x": 72, "y": 51.3025589181398 }, { "x": 73, "y": 51.3529685519608 }, { "x": 74, "y": 51.4026902016256 }, { "x": 75, "y": 51.4517422898875 }, { "x": 76, "y": 51.5001425096743 }, { "x": 77, "y": 51.5479078621386 }, { "x": 78, "y": 51.5950546922598 }, { "x": 79, "y": 51.6415987221847 }, { "x": 80, "y": 51.687555082477 }, { "x": 81, "y": 51.7329383414299 }, { "x": 82, "y": 51.7777625325862 }, { "x": 83, "y": 51.8220411805942 }, { "x": 84, "y": 51.8657873255193 }, { "x": 85, "y": 51.9090135457213 }, { "x": 86, "y": 51.9517319793962 }, { "x": 87, "y": 51.9939543448771 }, { "x": 88, "y": 52.0356919597768 }, { "x": 89, "y": 52.0769557590526 }, { "x": 90, "y": 52.117756312064 }, { "x": 91, "y": 52.1581038386896 }, { "x": 92, "y": 52.1980082245668 }, { "x": 93, "y": 52.2374790355083 }, { "x": 94, "y": 52.2765255311509 }, { "x": 95, "y": 52.3151566778823 }, { "x": 96, "y": 52.3533811610944 }, { "x": 97, "y": 52.3912073968018 }, { "x": 98, "y": 52.4286435426665 }, { "x": 99, "y": 52.4656975084642 }, { "x": 100, "y": 52.5023769660262 } ] }, { "id": 1163, "curve_id": "E19.6", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Abestos cement sewer gravity pipes, liquefaction zone 3", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -1.19602073192502, "sigma": 2.9970484728493338, "method": "Curve fitting", "mu_sigma_quality": 0.91458307073781109, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.196, σ=2.997, R²=0.915; Mu/sigma can be used for reconstruction (quality: 0.915); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 37.4308260142192 }, { "x": 2, "y": 39.5602993001737 }, { "x": 3, "y": 40.8210273309684 }, { "x": 4, "y": 41.7214098448043 }, { "x": 5, "y": 42.4228289738286 }, { "x": 6, "y": 42.9977277380448 }, { "x": 7, "y": 43.4849637975261 }, { "x": 8, "y": 43.9078308582506 }, { "x": 9, "y": 44.2814056703306 }, { "x": 10, "y": 44.6160120994336 }, { "x": 11, "y": 44.9190317491306 }, { "x": 12, "y": 45.1959264721865 }, { "x": 13, "y": 45.4508517795589 }, { "x": 14, "y": 45.6870431545536 }, { "x": 15, "y": 45.9070692755865 }, { "x": 16, "y": 46.1130036588359 }, { "x": 17, "y": 46.306544369912 }, { "x": 18, "y": 46.4890995940054 }, { "x": 19, "y": 46.6618501250318 }, { "x": 20, "y": 46.8257958661949 }, { "x": 21, "y": 46.9817910145584 }, { "x": 22, "y": 47.1305710824173 }, { "x": 23, "y": 47.2727739285171 }, { "x": 24, "y": 47.408956325701 }, { "x": 25, "y": 47.5396071560023 }, { "x": 26, "y": 47.6651580251468 }, { "x": 27, "y": 47.7859918795538 }, { "x": 28, "y": 47.9024500607433 }, { "x": 29, "y": 48.0148381254169 }, { "x": 30, "y": 48.1234306817182 }, { "x": 31, "y": 48.2284754347883 }, { "x": 32, "y": 48.3301965918945 }, { "x": 33, "y": 48.4287977451009 }, { "x": 34, "y": 48.5244643248471 }, { "x": 35, "y": 48.6173656988903 }, { "x": 36, "y": 48.707656976415 }, { "x": 37, "y": 48.795480565666 }, { "x": 38, "y": 48.880967524451 }, { "x": 39, "y": 48.9642387357209 }, { "x": 40, "y": 49.0454059347358 }, { "x": 41, "y": 49.1245726097566 }, { "x": 42, "y": 49.2018347945038 }, { "x": 43, "y": 49.2772817676316 }, { "x": 44, "y": 49.3509966720103 }, { "x": 45, "y": 49.4230570646085 }, { "x": 46, "y": 49.4935354061038 }, { "x": 47, "y": 49.5624994979823 }, { "x": 48, "y": 49.6300128737457 }, { "x": 49, "y": 49.6961351498894 }, { "x": 50, "y": 49.7609223415185 }, { "x": 51, "y": 49.8244271467924 }, { "x": 52, "y": 49.8866992038227 }, { "x": 53, "y": 49.9477853231656 }, { "x": 54, "y": 50.0077296986392 }, { "x": 55, "y": 50.0665740988472 }, { "x": 56, "y": 50.1243580414902 }, { "x": 57, "y": 50.1811189522891 }, { "x": 58, "y": 50.2368923101214 }, { "x": 59, "y": 50.2917117797834 }, { "x": 60, "y": 50.3456093336214 }, { "x": 61, "y": 50.398615363135 }, { "x": 62, "y": 50.4507587815286 }, { "x": 63, "y": 50.502067118077 }, { "x": 64, "y": 50.5525666050784 }, { "x": 65, "y": 50.6022822580826 }, { "x": 66, "y": 50.6512379500083 }, { "x": 67, "y": 50.6994564797007 }, { "x": 68, "y": 50.7469596354225 }, { "x": 69, "y": 50.79376825372 }, { "x": 70, "y": 50.8399022740648 }, { "x": 71, "y": 50.8399022740648 }, { "x": 72, "y": 50.9302220945113 }, { "x": 73, "y": 50.9744437277296 }, { "x": 74, "y": 51.018062514206 }, { "x": 75, "y": 51.0610946030222 }, { "x": 76, "y": 51.1035555031417 }, { "x": 77, "y": 51.1454601168027 }, { "x": 78, "y": 51.1868227707609 }, { "x": 79, "y": 51.2276572455468 }, { "x": 80, "y": 51.267976802887 }, { "x": 81, "y": 51.3077942114253 }, { "x": 82, "y": 51.3471217708698 }, { "x": 83, "y": 51.3859713346783 }, { "x": 84, "y": 51.4243543313898 }, { "x": 85, "y": 51.4622817846947 }, { "x": 86, "y": 51.4997643323348 }, { "x": 87, "y": 51.536812243912 }, { "x": 88, "y": 51.5734354376828 }, { "x": 89, "y": 51.6096434964041 }, { "x": 90, "y": 51.6454456822968 }, { "x": 91, "y": 51.680850951184 }, { "x": 92, "y": 51.7158679658575 }, { "x": 93, "y": 51.7505051087239 }, { "x": 94, "y": 51.7847704937757 }, { "x": 95, "y": 51.8186719779295 }, { "x": 96, "y": 51.8522171717727 }, { "x": 97, "y": 51.8854134497534 }, { "x": 98, "y": 51.9182679598497 }, { "x": 99, "y": 51.950787632748 }, { "x": 100, "y": 51.9829791905624 } ] }, { "id": 1164, "curve_id": "E19.7", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Abestos cement sewer gravity pipes, liquefaction zone 4", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -1.44332558722628, "sigma": 3.0768466611696961, "method": "Curve fitting", "mu_sigma_quality": 0.91252207224580506, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.443, σ=3.077, R²=0.913; Mu/sigma can be used for reconstruction (quality: 0.913); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 38.2662986455797 }, { "x": 2, "y": 40.2293587951528 }, { "x": 3, "y": 41.3895585574057 }, { "x": 4, "y": 42.2173796656829 }, { "x": 5, "y": 42.8618838096089 }, { "x": 6, "y": 43.3899070130078 }, { "x": 7, "y": 43.8372703167751 }, { "x": 8, "y": 44.2254337193051 }, { "x": 9, "y": 44.5682801613564 }, { "x": 10, "y": 44.8753120982656 }, { "x": 11, "y": 45.1533214304737 }, { "x": 12, "y": 45.4073321461348 }, { "x": 13, "y": 45.6411656017768 }, { "x": 14, "y": 45.8577964077848 }, { "x": 15, "y": 46.0595856369796 }, { "x": 16, "y": 46.2484388593534 }, { "x": 17, "y": 46.425916336724 }, { "x": 18, "y": 46.5933117730726 }, { "x": 19, "y": 46.7517098120259 }, { "x": 20, "y": 46.9020288151526 }, { "x": 21, "y": 47.0450532246515 }, { "x": 22, "y": 47.181458413674 }, { "x": 23, "y": 47.31183002497 }, { "x": 24, "y": 47.436679203122 }, { "x": 25, "y": 47.5564547245251 }, { "x": 26, "y": 47.6715527539176 }, { "x": 27, "y": 47.78232476398 }, { "x": 28, "y": 47.8890840181188 }, { "x": 29, "y": 47.9921109184047 }, { "x": 30, "y": 48.0916574490797 }, { "x": 31, "y": 48.1879508932366 }, { "x": 32, "y": 48.2811969608657 }, { "x": 33, "y": 48.3715824367413 }, { "x": 34, "y": 48.4592774339872 }, { "x": 35, "y": 48.5444373217733 }, { "x": 36, "y": 48.6272043821159 }, { "x": 37, "y": 48.7077092402287 }, { "x": 38, "y": 48.786072104589 }, { "x": 39, "y": 48.8624038463168 }, { "x": 40, "y": 48.93680694223 }, { "x": 41, "y": 49.0093763017322 }, { "x": 42, "y": 49.0801999942971 }, { "x": 43, "y": 49.1493598915568 }, { "x": 44, "y": 49.2169322357491 }, { "x": 45, "y": 49.2829881444356 }, { "x": 46, "y": 49.3475940598775 }, { "x": 47, "y": 49.4108121501967 }, { "x": 48, "y": 49.4727006684014 }, { "x": 49, "y": 49.5333142744788 }, { "x": 50, "y": 49.5927043250229 }, { "x": 51, "y": 49.650919134248 }, { "x": 52, "y": 49.7080042097148 }, { "x": 53, "y": 49.7640024656541 }, { "x": 54, "y": 49.8189544163957 }, { "x": 55, "y": 49.8728983520887 }, { "x": 56, "y": 49.925870498624 }, { "x": 57, "y": 49.9779051634341 }, { "x": 58, "y": 50.0290348686406 }, { "x": 59, "y": 50.0792904728445 }, { "x": 60, "y": 50.1287012827035 }, { "x": 61, "y": 50.1772951553064 }, { "x": 62, "y": 50.2250985922413 }, { "x": 63, "y": 50.272136826153 }, { "x": 64, "y": 50.3184339004993 }, { "x": 65, "y": 50.3640127431357 }, { "x": 66, "y": 50.4088952342951 }, { "x": 67, "y": 50.4531022694655 }, { "x": 68, "y": 50.4966538176196 }, { "x": 69, "y": 50.539568975202 }, { "x": 70, "y": 50.5818660162401 }, { "x": 71, "y": 50.5818660162401 }, { "x": 72, "y": 50.6646750088379 }, { "x": 73, "y": 50.705219799457 }, { "x": 74, "y": 50.7452122295762 }, { "x": 75, "y": 50.7846670984677 }, { "x": 76, "y": 50.8235986186212 }, { "x": 77, "y": 50.8620204463635 }, { "x": 78, "y": 50.8999457105066 }, { "x": 79, "y": 50.9373870391735 }, { "x": 80, "y": 50.9743565849412 }, { "x": 81, "y": 51.0108660484236 }, { "x": 82, "y": 51.046926700411 }, { "x": 83, "y": 51.0825494026698 }, { "x": 84, "y": 51.1177446274991 }, { "x": 85, "y": 51.152522476132 }, { "x": 86, "y": 51.1868926960627 }, { "x": 87, "y": 51.2208646973739 }, { "x": 88, "y": 51.2544475681326 }, { "x": 89, "y": 51.287650088918 }, { "x": 90, "y": 51.3204807465383 }, { "x": 91, "y": 51.3529477469922 }, { "x": 92, "y": 51.3850590277219 }, { "x": 93, "y": 51.4168222692064 }, { "x": 94, "y": 51.4482449059342 }, { "x": 95, "y": 51.4793341367982 }, { "x": 96, "y": 51.5100969349455 }, { "x": 97, "y": 51.540540057119 }, { "x": 98, "y": 51.5706700525202 }, { "x": 99, "y": 51.6004932712226 }, { "x": 100, "y": 51.6300158721637 } ] }, { "id": 1165, "curve_id": "E19.8", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Abestos cement sewer gravity pipes, non-liquefaction zone", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -1.10875642904169, "sigma": 2.9672954213334752, "method": "Curve fitting", "mu_sigma_quality": 0.91554077683614343, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.109, σ=2.967, R²=0.916; Mu/sigma can be used for reconstruction (quality: 0.916); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 37.4680554631023 }, { "x": 2, "y": 39.684327473518 }, { "x": 3, "y": 40.9969011118872 }, { "x": 4, "y": 41.9344375800281 }, { "x": 5, "y": 42.664843336945 }, { "x": 6, "y": 43.2635132199225 }, { "x": 7, "y": 43.770896432356 }, { "x": 8, "y": 44.2112442972035 }, { "x": 9, "y": 44.6002551112507 }, { "x": 10, "y": 44.9486792715541 }, { "x": 11, "y": 45.2642038799612 }, { "x": 12, "y": 45.5525171512678 }, { "x": 13, "y": 45.8179470146679 }, { "x": 14, "y": 46.0638633247176 }, { "x": 15, "y": 46.2929415216206 }, { "x": 16, "y": 46.5073413589865 }, { "x": 17, "y": 46.708831563197 }, { "x": 18, "y": 46.8988789440775 }, { "x": 19, "y": 47.0787134720854 }, { "x": 20, "y": 47.2493767063979 }, { "x": 21, "y": 47.4117584390599 }, { "x": 22, "y": 47.5666248380647 }, { "x": 23, "y": 47.7146403521548 }, { "x": 24, "y": 47.8563849670268 }, { "x": 25, "y": 47.9923679490892 }, { "x": 26, "y": 48.1230389015241 }, { "x": 27, "y": 48.2487967398978 }, { "x": 28, "y": 48.3699970402548 }, { "x": 29, "y": 48.486958101579 }, { "x": 30, "y": 48.599965983522 }, { "x": 31, "y": 48.7092787205345 }, { "x": 32, "y": 48.8151298689177 }, { "x": 33, "y": 48.9177315096691 }, { "x": 34, "y": 49.0172768043667 }, { "x": 35, "y": 49.113942181647 }, { "x": 36, "y": 49.2078892165653 }, { "x": 37, "y": 49.2992662532089 }, { "x": 38, "y": 49.3882098115459 }, { "x": 39, "y": 49.4748458120588 }, { "x": 40, "y": 49.5592906457761 }, { "x": 41, "y": 49.641652112554 }, { "x": 42, "y": 49.7220302466116 }, { "x": 43, "y": 49.8005180452011 }, { "x": 44, "y": 49.8772021137421 }, { "x": 45, "y": 49.9521632386585 }, { "x": 46, "y": 50.0254768974293 }, { "x": 47, "y": 50.0972137139363 }, { "x": 48, "y": 50.1674398660039 }, { "x": 49, "y": 50.2362174510309 }, { "x": 50, "y": 50.3036048147831 }, { "x": 51, "y": 50.3696568477145 }, { "x": 52, "y": 50.4344252525907 }, { "x": 53, "y": 50.4979587866876 }, { "x": 54, "y": 50.5603034814107 }, { "x": 55, "y": 50.6215028418148 }, { "x": 56, "y": 50.6815980281927 }, { "x": 57, "y": 50.7406280216328 }, { "x": 58, "y": 50.7986297752148 }, { "x": 59, "y": 50.8556383523136 }, { "x": 60, "y": 50.911687053308 }, { "x": 61, "y": 50.9668075318429 }, { "x": 62, "y": 51.0210299016605 }, { "x": 63, "y": 51.0743828349051 }, { "x": 64, "y": 51.126893652705 }, { "x": 65, "y": 51.1785884087489 }, { "x": 66, "y": 51.2294919664963 }, { "x": 67, "y": 51.2796280705959 }, { "x": 68, "y": 51.3290194130255 }, { "x": 69, "y": 51.377687694415 }, { "x": 70, "y": 51.4256536809671 }, { "x": 71, "y": 51.4256536809671 }, { "x": 72, "y": 51.5195574758995 }, { "x": 73, "y": 51.5655326024343 }, { "x": 74, "y": 51.6108801589628 }, { "x": 75, "y": 51.6556169635283 }, { "x": 76, "y": 51.6997591674215 }, { "x": 77, "y": 51.7433222899661 }, { "x": 78, "y": 51.7863212510647 }, { "x": 79, "y": 51.8287704016758 }, { "x": 80, "y": 51.8706835523778 }, { "x": 81, "y": 51.9120740001632 }, { "x": 82, "y": 51.9529545535914 }, { "x": 83, "y": 51.9933375564204 }, { "x": 84, "y": 52.0332349098266 }, { "x": 85, "y": 52.0726580933122 }, { "x": 86, "y": 52.1116181843917 }, { "x": 87, "y": 52.1501258771439 }, { "x": 88, "y": 52.188191499705 }, { "x": 89, "y": 52.225825030775 }, { "x": 90, "y": 52.2630361152048 }, { "x": 91, "y": 52.2998340787225 }, { "x": 92, "y": 52.3362279418577 }, { "x": 93, "y": 52.3722264331132 }, { "x": 94, "y": 52.4078380014352 }, { "x": 95, "y": 52.4430708280233 }, { "x": 96, "y": 52.4779328375246 }, { "x": 97, "y": 52.5124317086481 }, { "x": 98, "y": 52.5465748842359 }, { "x": 99, "y": 52.5803695808243 }, { "x": 100, "y": 52.6138227977252 } ] }, { "id": 1166, "curve_id": "E19.9", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & interceptors:Buried pipelines", "ci_detail": "Cast iron sewer gravity pipes, liquefaction zone 0", "source_type": "Conference Proceeding", "source_abbrev": "Liu et al. (2015)", "source_detail": "Liu, M., Giovinazzi, S., and Lee, P.: Seismic Fragility Functions for Sewerage Pipelines, in: Pipelines 2015, 291–303, https://doi.org/10.1061/9780784479360.028, 2015.", "curve_type": "Vulnerability", "curve_addtl": "faults/km", "curve_extent": "", "source_data_type": "figure_given", "mu": -0.0639258785438034, "sigma": 0.43017658218946886, "method": "Curve fitting", "mu_sigma_quality": 0.95327720423081463, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.064, σ=0.430, R²=0.953; Mu/sigma can be used for reconstruction (quality: 0.953); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "New Zealand", "hazard_type": "Earthquake", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 28.0105723556025 }, { "x": 2, "y": 48.4840931948799 }, { "x": 3, "y": 48.676007447693 }, { "x": 4, "y": 48.8093796750997 }, { "x": 5, "y": 48.9112445107871 }, { "x": 6, "y": 48.9934501168719 }, { "x": 7, "y": 49.0622383835998 }, { "x": 8, "y": 49.1212973384904 }, { "x": 9, "y": 49.1729852910189 }, { "x": 10, "y": 49.2189003506911 }, { "x": 11, "y": 49.2601747611502 }, { "x": 12, "y": 49.2976394968379 }, { "x": 13, "y": 49.3319221526895 }, { "x": 14, "y": 49.3635081159096 }, { "x": 15, "y": 49.3927803815344 }, { "x": 16, "y": 49.4200463673615 }, { "x": 17, "y": 49.4455565052489 }, { "x": 18, "y": 49.4695174572867 }, { "x": 19, "y": 49.4921017177808 }, { "x": 20, "y": 49.5134547242385 }, { "x": 21, "y": 49.533700213662 }, { "x": 22, "y": 49.5529443186545 }, { "x": 23, "y": 49.5712787426817 }, { "x": 24, "y": 49.5887832518906 }, { "x": 25, "y": 49.6055276524863 }, { "x": 26, "y": 49.6215733758874 }, { "x": 27, "y": 49.6369747613212 }, { "x": 28, "y": 49.6517801025137 }, { "x": 29, "y": 49.6660325086154 }, { "x": 30, "y": 49.679770617512 }, { "x": 31, "y": 49.6930291908375 }, { "x": 32, "y": 49.7058396134423 }, { "x": 33, "y": 49.7182303151234 }, { "x": 34, "y": 49.7302271286761 }, { "x": 35, "y": 49.7418535954473 }, { "x": 36, "y": 49.7531312273503 }, { "x": 37, "y": 49.7640797325669 }, { "x": 38, "y": 49.7747172108028 }, { "x": 39, "y": 49.7850603228877 }, { "x": 40, "y": 49.7951244386547 }, { "x": 41, "y": 49.8049237663479 }, { "x": 42, "y": 49.8144714662556 }, { "x": 43, "y": 49.8237797508164 }, { "x": 44, "y": 49.8328599730837 }, { "x": 45, "y": 49.8417227051323 }, { "x": 46, "y": 49.8503778077467 }, { "x": 47, "y": 49.8588344925281 }, { "x": 48, "y": 49.867101377385 }, { "x": 49, "y": 49.8751865362363 }, { "x": 50, "y": 49.8830975436329 }, { "x": 51, "y": 49.8908415149102 }, { "x": 52, "y": 49.8984251423943 }, { "x": 53, "y": 49.9058547281197 }, { "x": 54, "y": 49.9131362134527 }, { "x": 55, "y": 49.9202752059641 }, { "x": 56, "y": 49.9272770038524 }, { "x": 57, "y": 49.9341466181792 }, { "x": 58, "y": 49.9408887931485 }, { "x": 59, "y": 49.9475080246314 }, { "x": 60, "y": 49.9540085771156 }, { "x": 61, "y": 49.9603944992373 }, { "x": 62, "y": 49.9666696380349 }, { "x": 63, "y": 49.9728376520486 }, { "x": 64, "y": 49.9789020233768 }, { "x": 65, "y": 49.9848660687853 }, { "x": 66, "y": 49.9907329499595 }, { "x": 67, "y": 49.9965056829757 }, { "x": 68, "y": 50.0021871470624 }, { "x": 69, "y": 50.0077800927146 }, { "x": 70, "y": 50.0132871492167 }, { "x": 71, "y": 50.0132871492167 }, { "x": 72, "y": 50.0240535472623 }, { "x": 73, "y": 50.0293176017419 }, { "x": 74, "y": 50.0345052046001 }, { "x": 75, "y": 50.0396184745288 }, { "x": 76, "y": 50.0446594442638 }, { "x": 77, "y": 50.0496300651491 }, { "x": 78, "y": 50.0545322114029 }, { "x": 79, "y": 50.0593676841085 }, { "x": 80, "y": 50.0641382149511 }, { "x": 81, "y": 50.0688454697197 }, { "x": 82, "y": 50.073491051592 }, { "x": 83, "y": 50.0780765042168 }, { "x": 84, "y": 50.0826033146101 }, { "x": 85, "y": 50.0870729158784 }, { "x": 86, "y": 50.0914866897792 }, { "x": 87, "y": 50.0958459691331 }, { "x": 88, "y": 50.1001520400957 }, { "x": 89, "y": 50.1044061443 }, { "x": 90, "y": 50.1086094808766 }, { "x": 91, "y": 50.1127632083626 }, { "x": 92, "y": 50.1168684465031 }, { "x": 93, "y": 50.1209262779557 }, { "x": 94, "y": 50.1249377499013 }, { "x": 95, "y": 50.1289038755699 }, { "x": 96, "y": 50.1328256356846 }, { "x": 97, "y": 50.1367039798303 }, { "x": 98, "y": 50.1405398277512 }, { "x": 99, "y": 50.1443340705816 }, { "x": 100, "y": 50.1480875720144 } ] }, { "id": 1167, "curve_id": "E2.1", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Small substation, low voltage: 34.5-150 kV", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.538657008012101, "sigma": 0.62921336409457584, "method": "Curve fitting", "mu_sigma_quality": 0.99943395019446934, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.539, σ=0.629, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00295561967878 }, { "x": 0.1, "y": 0.01583034346946 }, { "x": 0.15, "y": 0.03515461771347 }, { "x": 0.2, "y": 0.06387667396637 }, { "x": 0.25, "y": 0.10510125879534 }, { "x": 0.3, "y": 0.15758042183905 }, { "x": 0.35, "y": 0.2172715096541 }, { "x": 0.4, "y": 0.27987863819608 }, { "x": 0.45, "y": 0.34213819705026 }, { "x": 0.5, "y": 0.40201570816724 }, { "x": 0.55, "y": 0.45843720099748 }, { "x": 0.6, "y": 0.51094692800501 }, { "x": 0.65, "y": 0.5594398793861 }, { "x": 0.7, "y": 0.60399110512747 }, { "x": 0.75, "y": 0.64476003830695 }, { "x": 0.8, "y": 0.68194216547208 }, { "x": 0.85, "y": 0.71574682878698 }, { "x": 0.9, "y": 0.74638782434134 }, { "x": 0.95, "y": 0.7740794552373 }, { "x": 1, "y": 0.79903447125894 }, { "x": 1.05, "y": 0.82146242169929 }, { "x": 1.1, "y": 0.84156798137305 }, { "x": 1.15, "y": 0.85954924595265 }, { "x": 1.2, "y": 0.87559612658632 }, { "x": 1.25, "y": 0.88988897384824 }, { "x": 1.3, "y": 0.9025975150813 }, { "x": 1.35, "y": 0.91388013789908 }, { "x": 1.4, "y": 0.92388351180137 }, { "x": 1.45, "y": 0.93274251316292 }, { "x": 1.5, "y": 0.94058040475097 }, { "x": 1.55, "y": 0.94750921625402 }, { "x": 1.6, "y": 0.95363027387332 }, { "x": 1.65, "y": 0.95903483222716 }, { "x": 1.7, "y": 0.9638047687432 }, { "x": 1.75, "y": 0.96801330809232 }, { "x": 1.8, "y": 0.97172575127331 }, { "x": 1.85, "y": 0.97500019027156 }, { "x": 1.9, "y": 0.97788819460469 }, { "x": 1.95, "y": 0.98043546050503 }, { "x": 2, "y": 0.98268241702855 }, { "x": 2.05, "y": 0.98466478612365 }, { "x": 2.1, "y": 0.9864140957592 }, { "x": 2.15, "y": 0.9879581467171 }, { "x": 2.2, "y": 0.98932143470997 }, { "x": 2.25, "y": 0.99052553018537 }, { "x": 2.3, "y": 0.99158941860654 }, { "x": 2.35, "y": 0.99252980422217 }, { "x": 2.4, "y": 0.99336138040998 }, { "x": 2.45, "y": 0.99409706964332 }, { "x": 2.5, "y": 0.99474823602013 }, { "x": 2.55, "y": 0.99532487313606 }, { "x": 2.6, "y": 0.9958357698962 }, { "x": 2.65, "y": 0.99628865665892 }, { "x": 2.7, "y": 0.99669033389912 }, { "x": 2.75, "y": 0.99704678537556 }, { "x": 2.8, "y": 0.9973632775921 }, { "x": 2.85, "y": 0.99764444715832 }, { "x": 2.9, "y": 0.99789437748417 }, { "x": 2.95, "y": 0.99811666608559 }, { "x": 3, "y": 0.99831448363429 }, { "x": 3.05, "y": 0.99849062575512 }, { "x": 3.1, "y": 0.99864755845704 }, { "x": 3.15, "y": 0.99878745797913 }, { "x": 3.2, "y": 0.99891224573934 }, { "x": 3.25, "y": 0.99902361899091 }, { "x": 3.3, "y": 0.99912307771729 }, { "x": 3.35, "y": 0.99921194823175 }, { "x": 3.4, "y": 0.99929140389017 }, { "x": 3.45, "y": 0.99936248327492 }, { "x": 3.5, "y": 0.99942610616352 }, { "x": 3.55, "y": 0.9994830875565 }, { "x": 3.6, "y": 0.99953415000469 }, { "x": 3.65, "y": 0.99957993444627 }, { "x": 3.7, "y": 0.99962100973751 }, { "x": 3.75, "y": 0.9996578810382 }, { "x": 3.8, "y": 0.99969099719251 }, { "x": 3.85, "y": 0.99972075722869 }, { "x": 3.9, "y": 0.99974751608538 }, { "x": 3.94999999999999, "y": 0.99977158965888 }, { "x": 3.99999999999999, "y": 0.99979325925422 } ] }, { "id": 1168, "curve_id": "E2.2", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Small substation, low voltage: 34.5-150 kV", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.770254876306432, "sigma": 0.61981340764989379, "method": "Curve fitting", "mu_sigma_quality": 0.99926242741361315, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.770, σ=0.620, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00356857131132 }, { "x": 0.1, "y": 0.01933001644417 }, { "x": 0.15, "y": 0.04648111358794 }, { "x": 0.2, "y": 0.09617021537295 }, { "x": 0.25, "y": 0.16901894307983 }, { "x": 0.3, "y": 0.25315846808462 }, { "x": 0.35, "y": 0.33673268416108 }, { "x": 0.4, "y": 0.41355512968526 }, { "x": 0.45, "y": 0.48213817703609 }, { "x": 0.5, "y": 0.54320646420964 }, { "x": 0.55, "y": 0.59798727576918 }, { "x": 0.6, "y": 0.64748080547938 }, { "x": 0.65, "y": 0.69231692586011 }, { "x": 0.7, "y": 0.73284653508261 }, { "x": 0.75, "y": 0.76927585132802 }, { "x": 0.8, "y": 0.801769647794 }, { "x": 0.85, "y": 0.83050953576216 }, { "x": 0.9, "y": 0.85571628904568 }, { "x": 0.95, "y": 0.87764985309455 }, { "x": 1, "y": 0.89659840092885 }, { "x": 1.05, "y": 0.91286396792032 }, { "x": 1.1, "y": 0.92674887524316 }, { "x": 1.15, "y": 0.93854484157589 }, { "x": 1.2, "y": 0.94852528919924 }, { "x": 1.25, "y": 0.95694061953831 }, { "x": 1.3, "y": 0.96401592229377 }, { "x": 1.35, "y": 0.96995051071949 }, { "x": 1.4, "y": 0.97491872424188 }, { "x": 1.45, "y": 0.97907153702257 }, { "x": 1.5, "y": 0.98253861809579 }, { "x": 1.55, "y": 0.98543058633143 }, { "x": 1.6, "y": 0.98784128427802 }, { "x": 1.65, "y": 0.9898499577084 }, { "x": 1.7, "y": 0.99152327413805 }, { "x": 1.75, "y": 0.99291714652132 }, { "x": 1.8, "y": 0.99407835070655 }, { "x": 1.85, "y": 0.99504593969864 }, { "x": 1.9, "y": 0.99585246653041 }, { "x": 1.95, "y": 0.99652503230073 }, { "x": 2, "y": 0.99708617799643 }, { "x": 2.05, "y": 0.99755463902236 }, { "x": 2.1, "y": 0.99794598059733 }, { "x": 2.15, "y": 0.99827313079722 }, { "x": 2.2, "y": 0.9985468263567 }, { "x": 2.25, "y": 0.99877598458091 }, { "x": 2.3, "y": 0.99896801299521 }, { "x": 2.35, "y": 0.99912906674895 }, { "x": 2.4, "y": 0.99926426232494 }, { "x": 2.45, "y": 0.99937785480637 }, { "x": 2.5, "y": 0.99947338481548 }, { "x": 2.55, "y": 0.99955380025675 }, { "x": 2.6, "y": 0.99962155715732 }, { "x": 2.65, "y": 0.99967870318426 }, { "x": 2.7, "y": 0.9997269468167 }, { "x": 2.75, "y": 0.99976771464546 }, { "x": 2.8, "y": 0.99980219885013 }, { "x": 2.85, "y": 0.99983139655129 }, { "x": 2.9, "y": 0.99985614244217 }, { "x": 2.95, "y": 0.9998771358612 }, { "x": 3, "y": 0.99989496326492 }, { "x": 3.05, "y": 0.99991011689433 }, { "x": 3.1, "y": 0.9999230102896 }, { "x": 3.15, "y": 0.99993399119438 }, { "x": 3.2, "y": 0.99994335229667 }, { "x": 3.25, "y": 0.99995134017599 }, { "x": 3.3, "y": 0.9999581627621 }, { "x": 3.35, "y": 0.99996399555813 }, { "x": 3.4, "y": 0.99996898683691 }, { "x": 3.45, "y": 0.99997326198385 }, { "x": 3.5, "y": 0.99997692712944 }, { "x": 3.55, "y": 0.9999800721904 }, { "x": 3.6, "y": 0.99998277341782 }, { "x": 3.65, "y": 0.99998509553433 }, { "x": 3.7, "y": 0.99998709352799 }, { "x": 3.75, "y": 0.99998881415948 }, { "x": 3.8, "y": 0.99999029722954 }, { "x": 3.85, "y": 0.99999157664579 }, { "x": 3.9, "y": 0.99999268132145 }, { "x": 3.94999999999999, "y": 0.99999363593314 }, { "x": 3.99999999999999, "y": 0.99999446156049 } ] }, { "id": 1169, "curve_id": "E2.3", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Medium substation, medium voltage: 150-350 kV", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.780859925883407, "sigma": 0.58643356272899361, "method": "Curve fitting", "mu_sigma_quality": 0.99952786431051177, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.781, σ=0.586, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00171629751488 }, { "x": 0.1, "y": 0.01486787199217 }, { "x": 0.15, "y": 0.04174879360114 }, { "x": 0.2, "y": 0.08985861100068 }, { "x": 0.25, "y": 0.16045189115873 }, { "x": 0.3, "y": 0.24401448046082 }, { "x": 0.35, "y": 0.32972477981096 }, { "x": 0.4, "y": 0.41096414729995 }, { "x": 0.45, "y": 0.48517163954797 }, { "x": 0.5, "y": 0.55200274585376 }, { "x": 0.55, "y": 0.61190719270554 }, { "x": 0.6, "y": 0.66544954636388 }, { "x": 0.65, "y": 0.71310740317431 }, { "x": 0.7, "y": 0.75527349323684 }, { "x": 0.75, "y": 0.79230736375768 }, { "x": 0.8, "y": 0.82457580834974 }, { "x": 0.85, "y": 0.85246937694801 }, { "x": 0.9, "y": 0.87640034474262 }, { "x": 0.95, "y": 0.89679097765516 }, { "x": 1, "y": 0.91405908484409 }, { "x": 1.05, "y": 0.92860499910056 }, { "x": 1.1, "y": 0.94080181739835 }, { "x": 1.15, "y": 0.9509892672568 }, { "x": 1.2, "y": 0.95947079716235 }, { "x": 1.25, "y": 0.96651318685514 }, { "x": 1.3, "y": 0.97234793625317 }, { "x": 1.35, "y": 0.97717378290435 }, { "x": 1.4, "y": 0.98115983446301 }, { "x": 1.45, "y": 0.98444894068294 }, { "x": 1.5, "y": 0.98716104881787 }, { "x": 1.55, "y": 0.98939638078375 }, { "x": 1.6, "y": 0.99123834055593 }, { "x": 1.65, "y": 0.99275610960293 }, { "x": 1.7, "y": 0.99400692107028 }, { "x": 1.75, "y": 0.99503802407114 }, { "x": 1.8, "y": 0.99588836131085 }, { "x": 1.85, "y": 0.99658998912462 }, { "x": 1.9, "y": 0.99716927090188 }, { "x": 1.95, "y": 0.99764787429731 }, { "x": 2, "y": 0.99804360062468 }, { "x": 2.05, "y": 0.99837107209585 }, { "x": 2.1, "y": 0.99864229955982 }, { "x": 2.15, "y": 0.99886715039775 }, { "x": 2.2, "y": 0.99905373340513 }, { "x": 2.25, "y": 0.99920871492609 }, { "x": 2.3, "y": 0.99933757823346 }, { "x": 2.35, "y": 0.99944483617381 }, { "x": 2.4, "y": 0.99953420540447 }, { "x": 2.45, "y": 0.99960874911498 }, { "x": 2.5, "y": 0.99967099391894 }, { "x": 2.55, "y": 0.99972302559485 }, { "x": 2.6, "y": 0.99976656751743 }, { "x": 2.65, "y": 0.99980304492849 }, { "x": 2.7, "y": 0.99983363762569 }, { "x": 2.75, "y": 0.99985932317802 }, { "x": 2.8, "y": 0.99988091239199 }, { "x": 2.85, "y": 0.99989907843695 }, { "x": 2.9, "y": 0.99991438078033 }, { "x": 2.95, "y": 0.99992728487244 }, { "x": 3, "y": 0.99993817834898 }, { "x": 3.05, "y": 0.99994738437814 }, { "x": 3.1, "y": 0.99995517266553 }, { "x": 3.15, "y": 0.99996176853589 }, { "x": 3.2, "y": 0.99996736043468 }, { "x": 3.25, "y": 0.9999721061305 }, { "x": 3.3, "y": 0.99997613784803 }, { "x": 3.35, "y": 0.99997956652026 }, { "x": 3.4, "y": 0.99998248531449 }, { "x": 3.45, "y": 0.9999849725591 }, { "x": 3.5, "y": 0.9999870941753 }, { "x": 3.55, "y": 0.99998890569974 }, { "x": 3.6, "y": 0.99999045396838 }, { "x": 3.65, "y": 0.99999177851987 }, { "x": 3.7, "y": 0.99999291276627 }, { "x": 3.75, "y": 0.99999388497083 }, { "x": 3.8, "y": 0.99999471906518 }, { "x": 3.85, "y": 0.99999543533329 }, { "x": 3.9, "y": 0.99999605098429 }, { "x": 3.94999999999999, "y": 0.99999658063279 }, { "x": 3.99999999999999, "y": 0.99999703670199 } ] }, { "id": 1170, "curve_id": "E2.4", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Medium substation, medium voltage: 150-350 kV", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -1.02297521093399, "sigma": 0.52769210320743143, "method": "Curve fitting", "mu_sigma_quality": 0.99950166870372315, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.023, σ=0.528, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00636823549649 }, { "x": 0.1, "y": 0.03130765073991 }, { "x": 0.15, "y": 0.07334591663637 }, { "x": 0.2, "y": 0.1471091871225 }, { "x": 0.25, "y": 0.24854884656106 }, { "x": 0.3, "y": 0.36115580769779 }, { "x": 0.35, "y": 0.47102395809597 }, { "x": 0.4, "y": 0.57047724154832 }, { "x": 0.45, "y": 0.65644110417342 }, { "x": 0.5, "y": 0.72846379389723 }, { "x": 0.55, "y": 0.78743988853888 }, { "x": 0.6, "y": 0.83488357855228 }, { "x": 0.65, "y": 0.8725164899285 }, { "x": 0.7, "y": 0.90203415980318 }, { "x": 0.75, "y": 0.92498147301202 }, { "x": 0.8, "y": 0.94269716163331 }, { "x": 0.85, "y": 0.95630107289034 }, { "x": 0.9, "y": 0.96670594150831 }, { "x": 0.95, "y": 0.97464129251937 }, { "x": 1, "y": 0.98068160572452 }, { "x": 1.05, "y": 0.9852741579095 }, { "x": 1.1, "y": 0.98876418984635 }, { "x": 1.15, "y": 0.99141644972558 }, { "x": 1.2, "y": 0.99343297794426 }, { "x": 1.25, "y": 0.9949674200405 }, { "x": 1.3, "y": 0.99613633517563 }, { "x": 1.35, "y": 0.99702801022938 }, { "x": 1.4, "y": 0.99770926061447 }, { "x": 1.45, "y": 0.99823063833564 }, { "x": 1.5, "y": 0.99863039819488 }, { "x": 1.55, "y": 0.99893750607333 }, { "x": 1.6, "y": 0.99917391415387 }, { "x": 1.65, "y": 0.99935627844378 }, { "x": 1.7, "y": 0.99949725381677 }, { "x": 1.75, "y": 0.99960646997734 }, { "x": 1.8, "y": 0.99969126693682 }, { "x": 1.85, "y": 0.9997572494649 }, { "x": 1.9, "y": 0.9998087053653 }, { "x": 1.95, "y": 0.99984892132784 }, { "x": 2, "y": 0.99988042172198 }, { "x": 2.05, "y": 0.99990514938045 }, { "x": 2.1, "y": 0.99992460267367 }, { "x": 2.15, "y": 0.99993993961398 }, { "x": 2.2, "y": 0.99995205705759 }, { "x": 2.25, "y": 0.99996165107075 }, { "x": 2.3, "y": 0.99996926302648 }, { "x": 2.35, "y": 0.99997531487259 }, { "x": 2.4, "y": 0.99998013616823 }, { "x": 2.45, "y": 0.9999839848513 }, { "x": 2.5, "y": 0.99998706322266 }, { "x": 2.55, "y": 0.99998953027372 }, { "x": 2.6, "y": 0.99999151121317 }, { "x": 2.65, "y": 0.99999310484431 }, { "x": 2.7, "y": 0.99999438928941 }, { "x": 2.75, "y": 0.9999954264405 }, { "x": 2.8, "y": 0.99999626542687 }, { "x": 2.85, "y": 0.99999694532202 }, { "x": 2.9, "y": 0.99999749726088 }, { "x": 2.95, "y": 0.99999794609926 }, { "x": 3, "y": 0.99999831171685 }, { "x": 3.05, "y": 0.99999861004247 }, { "x": 3.1, "y": 0.99999885386219 }, { "x": 3.15, "y": 0.99999905345758 }, { "x": 3.2, "y": 0.99999921711074 }, { "x": 3.25, "y": 0.99999935150462 }, { "x": 3.3, "y": 0.99999946204091 }, { "x": 3.35, "y": 0.99999955309303 }, { "x": 3.4, "y": 0.99999962820764 }, { "x": 3.45, "y": 0.99999969026565 }, { "x": 3.5, "y": 0.99999974161089 }, { "x": 3.55, "y": 0.99999978415326 }, { "x": 3.6, "y": 0.99999981945146 }, { "x": 3.65, "y": 0.99999984877952 }, { "x": 3.7, "y": 0.99999987318036 }, { "x": 3.75, "y": 0.99999989350897 }, { "x": 3.8, "y": 0.99999991046732 }, { "x": 3.85, "y": 0.99999992463252 }, { "x": 3.9, "y": 0.99999993647978 }, { "x": 3.94999999999999, "y": 0.99999994640088 }, { "x": 3.99999999999999, "y": 0.99999995471929 } ] }, { "id": 1171, "curve_id": "E2.5", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Large substation, high voltage: >350 kV", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -1.27231354920369, "sigma": 0.64332258809936838, "method": "Curve fitting", "mu_sigma_quality": 0.99907858518632908, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.272, σ=0.643, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00332577550256 }, { "x": 0.1, "y": 0.04275667331224 }, { "x": 0.15, "y": 0.15803457223188 }, { "x": 0.2, "y": 0.31587760974358 }, { "x": 0.25, "y": 0.45033565591896 }, { "x": 0.3, "y": 0.54979116667409 }, { "x": 0.35, "y": 0.6272804400015 }, { "x": 0.4, "y": 0.69292660195587 }, { "x": 0.45, "y": 0.75045037435431 }, { "x": 0.5, "y": 0.8004286198194 }, { "x": 0.55, "y": 0.84277662794656 }, { "x": 0.6, "y": 0.87770212663588 }, { "x": 0.65, "y": 0.90583097930845 }, { "x": 0.7, "y": 0.9280546889738 }, { "x": 0.75, "y": 0.94535182296367 }, { "x": 0.8, "y": 0.95866174650529 }, { "x": 0.85, "y": 0.9688166565536 }, { "x": 0.9, "y": 0.97651638207055 }, { "x": 0.95, "y": 0.98232890240611 }, { "x": 1, "y": 0.9867038217049 }, { "x": 1.05, "y": 0.98999073446217 }, { "x": 1.1, "y": 0.99245798344881 }, { "x": 1.15, "y": 0.99430963003419 }, { "x": 1.2, "y": 0.99569981808503 }, { "x": 1.25, "y": 0.99674443917156 }, { "x": 1.3, "y": 0.99753034927733 }, { "x": 1.35, "y": 0.99812251389273 }, { "x": 1.4, "y": 0.99856947324525 }, { "x": 1.45, "y": 0.99890748276379 }, { "x": 1.5, "y": 0.99916362857954 }, { "x": 1.55, "y": 0.99935816059934 }, { "x": 1.6, "y": 0.9995062339772 }, { "x": 1.65, "y": 0.99961920630008 }, { "x": 1.7, "y": 0.99970560270995 }, { "x": 1.75, "y": 0.99977183364524 }, { "x": 1.8, "y": 0.99982272867421 }, { "x": 1.85, "y": 0.99986193377067 }, { "x": 1.9, "y": 0.99989220724016 }, { "x": 1.95, "y": 0.99991564042197 }, { "x": 2, "y": 0.99993382252856 }, { "x": 2.05, "y": 0.99994796396445 }, { "x": 2.1, "y": 0.99995898874826 }, { "x": 2.15, "y": 0.99996760391144 }, { "x": 2.2, "y": 0.99997435171339 }, { "x": 2.25, "y": 0.99997964900951 }, { "x": 2.3, "y": 0.99998381699631 }, { "x": 2.35, "y": 0.99998710373471 }, { "x": 2.4, "y": 0.99998970124244 }, { "x": 2.45, "y": 0.99999175849393 }, { "x": 2.5, "y": 0.99999339132966 }, { "x": 2.55, "y": 0.99999469002662 }, { "x": 2.6, "y": 0.99999572509486 }, { "x": 2.65, "y": 0.99999655172571 }, { "x": 2.7, "y": 0.99999721321281 }, { "x": 2.75, "y": 0.99999774358909 }, { "x": 2.8, "y": 0.99999816966371 }, { "x": 2.85, "y": 0.99999851259899 }, { "x": 2.9, "y": 0.99999878913382 }, { "x": 2.95, "y": 0.99999901253484 }, { "x": 3, "y": 0.99999919333746 }, { "x": 3.05, "y": 0.99999933992443 }, { "x": 3.1, "y": 0.99999945897851 }, { "x": 3.15, "y": 0.99999955583722 }, { "x": 3.2, "y": 0.99999963477159 }, { "x": 3.25, "y": 0.99999969920549 }, { "x": 3.3, "y": 0.99999975188862 }, { "x": 3.35, "y": 0.99999979503315 }, { "x": 3.4, "y": 0.99999983042194 }, { "x": 3.45, "y": 0.99999985949428 }, { "x": 3.5, "y": 0.99999988341407 }, { "x": 3.55, "y": 0.9999999031241 }, { "x": 3.6, "y": 0.99999991938929 }, { "x": 3.65, "y": 0.99999993283126 }, { "x": 3.7, "y": 0.99999994395594 }, { "x": 3.75, "y": 0.99999995317579 }, { "x": 3.8, "y": 0.99999996082756 }, { "x": 3.85, "y": 0.99999996718662 }, { "x": 3.9, "y": 0.99999997247846 }, { "x": 3.94999999999999, "y": 0.999999976888 }, { "x": 3.99999999999999, "y": 0.99999998056715 } ] }, { "id": 1172, "curve_id": "E2.6", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Large substation, high voltage: >350 kV", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -1.4482487933011, "sigma": 0.59805714477227612, "method": "Curve fitting", "mu_sigma_quality": 0.99881749655354346, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.448, σ=0.598, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00660498006902 }, { "x": 0.1, "y": 0.07304932128122 }, { "x": 0.15, "y": 0.24103051767571 }, { "x": 0.2, "y": 0.41247106322486 }, { "x": 0.25, "y": 0.5385040401611 }, { "x": 0.3, "y": 0.63785391156205 }, { "x": 0.35, "y": 0.7240395223937 }, { "x": 0.4, "y": 0.797806920121 }, { "x": 0.45, "y": 0.85718490342748 }, { "x": 0.5, "y": 0.9020901437652 }, { "x": 0.55, "y": 0.93438379688076 }, { "x": 0.6, "y": 0.95674915617577 }, { "x": 0.65, "y": 0.97182107516246 }, { "x": 0.7, "y": 0.98178283042556 }, { "x": 0.75, "y": 0.98827904887412 }, { "x": 0.8, "y": 0.99247737474499 }, { "x": 0.85, "y": 0.99517532654596 }, { "x": 0.9, "y": 0.996903670734 }, { "x": 0.95, "y": 0.99800951752129 }, { "x": 1, "y": 0.9987172362626 }, { "x": 1.05, "y": 0.99917077036435 }, { "x": 1.1, "y": 0.99946205065544 }, { "x": 1.15, "y": 0.99964965587797 }, { "x": 1.2, "y": 0.99977088988009 }, { "x": 1.25, "y": 0.99984952380492 }, { "x": 1.3, "y": 0.99990072976307 }, { "x": 1.35, "y": 0.99993421417487 }, { "x": 1.4, "y": 0.99995620479532 }, { "x": 1.45, "y": 0.99997071072775 }, { "x": 1.5, "y": 0.99998032224233 }, { "x": 1.55, "y": 0.99998671941251 }, { "x": 1.6, "y": 0.99999099637678 }, { "x": 1.65, "y": 0.9999938686695 }, { "x": 1.7, "y": 0.99999580622647 }, { "x": 1.75, "y": 0.99999711901665 }, { "x": 1.8, "y": 0.99999801238311 }, { "x": 1.85, "y": 0.99999862294947 }, { "x": 1.9, "y": 0.99999904201126 }, { "x": 1.95, "y": 0.99999933083747 }, { "x": 2, "y": 0.9999995307217 }, { "x": 2.05, "y": 0.99999966961238 }, { "x": 2.1, "y": 0.99999976650461 }, { "x": 2.15, "y": 0.99999983436156 }, { "x": 2.2, "y": 0.99999988206587 }, { "x": 2.25, "y": 0.99999991572841 }, { "x": 2.3, "y": 0.99999993956976 }, { "x": 2.35, "y": 0.99999995651618 }, { "x": 2.4, "y": 0.99999996860428 }, { "x": 2.45, "y": 0.99999997725673 }, { "x": 2.5, "y": 0.99999998347105 }, { "x": 2.55, "y": 0.99999998794912 }, { "x": 2.6, "y": 0.99999999118656 }, { "x": 2.65, "y": 0.99999999353456 }, { "x": 2.7, "y": 0.99999999524282 }, { "x": 2.75, "y": 0.99999999648946 }, { "x": 2.8, "y": 0.99999999740196 }, { "x": 2.85, "y": 0.99999999807185 }, { "x": 2.9, "y": 0.99999999856506 }, { "x": 2.95, "y": 0.99999999892922 }, { "x": 3, "y": 0.99999999919884 }, { "x": 3.05, "y": 0.999999999399 }, { "x": 3.1, "y": 0.99999999954801 }, { "x": 3.15, "y": 0.99999999965922 }, { "x": 3.2, "y": 0.99999999974244 }, { "x": 3.25, "y": 0.99999999980486 }, { "x": 3.3, "y": 0.99999999985181 }, { "x": 3.35, "y": 0.9999999998872 }, { "x": 3.4, "y": 0.99999999991394 }, { "x": 3.45, "y": 0.9999999999342 }, { "x": 3.5, "y": 0.99999999994957 }, { "x": 3.55, "y": 0.99999999996127 }, { "x": 3.6, "y": 0.9999999999702 }, { "x": 3.65, "y": 0.99999999997701 }, { "x": 3.7, "y": 0.99999999998224 }, { "x": 3.75, "y": 0.99999999998625 }, { "x": 3.8, "y": 0.99999999998933 }, { "x": 3.85, "y": 0.9999999999917 }, { "x": 3.9, "y": 0.99999999999354 }, { "x": 3.94999999999999, "y": 0.99999999999496 }, { "x": 3.99999999999999, "y": 0.99999999999606 } ] }, { "id": 1173, "curve_id": "E20.1", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Small lift station", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.543117579865942, "sigma": 0.91535908847466074, "method": "Curve fitting", "mu_sigma_quality": 0.9993870458111348, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.543, σ=0.915, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00332504249404 }, { "x": 0.1, "y": 0.02295334832305 }, { "x": 0.15, "y": 0.05952849173227 }, { "x": 0.2, "y": 0.10842512560599 }, { "x": 0.25, "y": 0.16412927187933 }, { "x": 0.3, "y": 0.22219986725916 }, { "x": 0.35, "y": 0.27965112573651 }, { "x": 0.4, "y": 0.33468737237057 }, { "x": 0.45, "y": 0.38634293518231 }, { "x": 0.5, "y": 0.43418951018628 }, { "x": 0.55, "y": 0.47813036236449 }, { "x": 0.6, "y": 0.51826414242595 }, { "x": 0.65, "y": 0.55479760570791 }, { "x": 0.7, "y": 0.58799089149483 }, { "x": 0.75, "y": 0.61812394225628 }, { "x": 0.8, "y": 0.64547646064342 }, { "x": 0.85, "y": 0.67031645197962 }, { "x": 0.9, "y": 0.69289415812079 }, { "x": 0.95, "y": 0.71343933265559 }, { "x": 1, "y": 0.73216054605927 }, { "x": 1.05, "y": 0.74924568507481 }, { "x": 1.1, "y": 0.76486311681888 }, { "x": 1.15, "y": 0.77916318530764 }, { "x": 1.2, "y": 0.79227983504921 }, { "x": 1.25, "y": 0.80433223793528 }, { "x": 1.3, "y": 0.81542635188356 }, { "x": 1.35, "y": 0.82565637285674 }, { "x": 1.4, "y": 0.83510606269904 }, { "x": 1.45, "y": 0.84384994803373 }, { "x": 1.5, "y": 0.85195439308874 }, { "x": 1.55, "y": 0.85947855361391 }, { "x": 1.6, "y": 0.86647522123432 }, { "x": 1.65, "y": 0.87299156844138 }, { "x": 1.7, "y": 0.8790698044734 }, { "x": 1.75, "y": 0.88474775191527 }, { "x": 1.8, "y": 0.89005935316833 }, { "x": 1.85, "y": 0.89503511514328 }, { "x": 1.9, "y": 0.89970249969664 }, { "x": 1.95, "y": 0.90408626651511 }, { "x": 2, "y": 0.90820877438238 }, { "x": 2.05, "y": 0.91209024605412 }, { "x": 2.1, "y": 0.91574900132488 }, { "x": 2.15, "y": 0.91920166229659 }, { "x": 2.2, "y": 0.92246333434915 }, { "x": 2.25, "y": 0.92554776586482 }, { "x": 2.3, "y": 0.92846748936482 }, { "x": 2.35, "y": 0.93123394637278 }, { "x": 2.4, "y": 0.93385759801964 }, { "x": 2.45, "y": 0.93634802314436 }, { "x": 2.5, "y": 0.93871400541786 }, { "x": 2.55, "y": 0.94096361082125 }, { "x": 2.6, "y": 0.94310425663847 }, { "x": 2.65, "y": 0.94514277297574 }, { "x": 2.7, "y": 0.9470854576914 }, { "x": 2.75, "y": 0.94893812550866 }, { "x": 2.8, "y": 0.95070615198669 }, { "x": 2.85, "y": 0.95239451294152 }, { "x": 2.9, "y": 0.9540078198353 }, { "x": 2.95, "y": 0.95555035158871 }, { "x": 3, "y": 0.95702608321618 }, { "x": 3.05, "y": 0.95843871163516 }, { "x": 3.1, "y": 0.95979167895901 }, { "x": 3.15, "y": 0.96108819354599 }, { "x": 3.2, "y": 0.96233124904501 }, { "x": 3.25, "y": 0.96352364165081 }, { "x": 3.3, "y": 0.96466798575641 }, { "x": 3.35, "y": 0.96576672816952 }, { "x": 3.4, "y": 0.96682216104041 }, { "x": 3.45, "y": 0.96783643363232 }, { "x": 3.5, "y": 0.96881156305087 }, { "x": 3.55, "y": 0.96974944403604 }, { "x": 3.6, "y": 0.97065185790912 }, { "x": 3.65, "y": 0.97152048075674 }, { "x": 3.7, "y": 0.97235689092569 }, { "x": 3.75, "y": 0.9731625758941 }, { "x": 3.8, "y": 0.97393893857773 }, { "x": 3.85, "y": 0.97468730312412 }, { "x": 3.9, "y": 0.97540892024186 }, { "x": 3.94999999999999, "y": 0.97610497210721 }, { "x": 3.99999999999999, "y": 0.97677657688642 } ] }, { "id": 1174, "curve_id": "E20.2", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Small lift station", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.652831155338598, "sigma": 0.98736174917873365, "method": "Curve fitting", "mu_sigma_quality": 0.99890257984973285, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.653, σ=0.987, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00289298645715 }, { "x": 0.1, "y": 0.02390747531881 }, { "x": 0.15, "y": 0.06983428328415 }, { "x": 0.2, "y": 0.13593105037143 }, { "x": 0.25, "y": 0.20944474923567 }, { "x": 0.3, "y": 0.28072410234393 }, { "x": 0.35, "y": 0.34539845253155 }, { "x": 0.4, "y": 0.40246492143439 }, { "x": 0.45, "y": 0.45243143882607 }, { "x": 0.5, "y": 0.49627596105904 }, { "x": 0.55, "y": 0.53499067124955 }, { "x": 0.6, "y": 0.56942726513389 }, { "x": 0.65, "y": 0.6002716472126 }, { "x": 0.7, "y": 0.62806443968223 }, { "x": 0.75, "y": 0.65323180105708 }, { "x": 0.8, "y": 0.67611363536573 }, { "x": 0.85, "y": 0.69698580015768 }, { "x": 0.9, "y": 0.71607646352527 }, { "x": 0.95, "y": 0.73357778468678 }, { "x": 1, "y": 0.74965416385886 }, { "x": 1.05, "y": 0.76444808298835 }, { "x": 1.1, "y": 0.7780842924905 }, { "x": 1.15, "y": 0.79067287312364 }, { "x": 1.2, "y": 0.80231153267567 }, { "x": 1.25, "y": 0.8130873777406 }, { "x": 1.3, "y": 0.8230783196936 }, { "x": 1.35, "y": 0.83235421999744 }, { "x": 1.4, "y": 0.84097784457441 }, { "x": 1.45, "y": 0.84900567395582 }, { "x": 1.5, "y": 0.85648860100801 }, { "x": 1.55, "y": 0.86347253837359 }, { "x": 1.6, "y": 0.86999895148287 }, { "x": 1.65, "y": 0.87610532886627 }, { "x": 1.7, "y": 0.88182559875134 }, { "x": 1.75, "y": 0.88719049905868 }, { "x": 1.8, "y": 0.89222790660344 }, { "x": 1.85, "y": 0.8969631303626 }, { "x": 1.9, "y": 0.90141917295713 }, { "x": 1.95, "y": 0.90561696394327 }, { "x": 2, "y": 0.90957556805892 }, { "x": 2.05, "y": 0.9133123711976 }, { "x": 2.1, "y": 0.91684324656456 }, { "x": 2.15, "y": 0.92018270319357 }, { "x": 2.2, "y": 0.92334401876096 }, { "x": 2.25, "y": 0.92633935841937 }, { "x": 2.3, "y": 0.9291798811839 }, { "x": 2.35, "y": 0.93187583523349 }, { "x": 2.4, "y": 0.93443664334017 }, { "x": 2.45, "y": 0.93687097950361 }, { "x": 2.5, "y": 0.93918683774902 }, { "x": 2.55, "y": 0.9413915939393 }, { "x": 2.6, "y": 0.9434920613576 }, { "x": 2.65, "y": 0.94549454073165 }, { "x": 2.7, "y": 0.94740486529654 }, { "x": 2.75, "y": 0.94922844142554 }, { "x": 2.8, "y": 0.95097028529991 }, { "x": 2.85, "y": 0.9526350560357 }, { "x": 2.9, "y": 0.95422708563959 }, { "x": 2.95, "y": 0.9557504061242 }, { "x": 3, "y": 0.957208774077 }, { "x": 3.05, "y": 0.95860569294465 }, { "x": 3.1, "y": 0.95994443326579 }, { "x": 3.15, "y": 0.96122805106007 }, { "x": 3.2, "y": 0.96245940455855 }, { "x": 3.25, "y": 0.96364116944082 }, { "x": 3.3, "y": 0.96477585272619 }, { "x": 3.35, "y": 0.96586580545108 }, { "x": 3.4, "y": 0.96691323425018 }, { "x": 3.45, "y": 0.96792021194711 }, { "x": 3.5, "y": 0.96888868724901 }, { "x": 3.55, "y": 0.96982049362967 }, { "x": 3.6, "y": 0.97071735747739 }, { "x": 3.65, "y": 0.97158090557555 }, { "x": 3.7, "y": 0.9724126719775 }, { "x": 3.75, "y": 0.97321410433062 }, { "x": 3.8, "y": 0.97398656969954 }, { "x": 3.85, "y": 0.97473135993295 }, { "x": 3.9, "y": 0.97544969661459 }, { "x": 3.94999999999999, "y": 0.97614273563471 }, { "x": 3.99999999999999, "y": 0.97681157141503 } ] }, { "id": 1175, "curve_id": "E20.3", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Medium/large lift station", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.464384791748612, "sigma": 0.91423128295943812, "method": "Curve fitting", "mu_sigma_quality": 0.9999120284581261, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.464, σ=0.914, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00397603774769 }, { "x": 0.1, "y": 0.0231904956006 }, { "x": 0.15, "y": 0.05726203085557 }, { "x": 0.2, "y": 0.10200739130366 }, { "x": 0.25, "y": 0.15249621243197 }, { "x": 0.3, "y": 0.2049632507664 }, { "x": 0.35, "y": 0.25699714586702 }, { "x": 0.4, "y": 0.30719030058033 }, { "x": 0.45, "y": 0.35478656467852 }, { "x": 0.5, "y": 0.39943161034234 }, { "x": 0.55, "y": 0.44101312330336 }, { "x": 0.6, "y": 0.47956182161367 }, { "x": 0.65, "y": 0.51519061481739 }, { "x": 0.7, "y": 0.5480571478246 }, { "x": 0.75, "y": 0.57834067778315 }, { "x": 0.8, "y": 0.60622781522385 }, { "x": 0.85, "y": 0.63190381354286 }, { "x": 0.9, "y": 0.65554737132134 }, { "x": 0.95, "y": 0.67732767802006 }, { "x": 1, "y": 0.69740289824133 }, { "x": 1.05, "y": 0.71591957657067 }, { "x": 1.1, "y": 0.73301262538501 }, { "x": 1.15, "y": 0.74880567351964 }, { "x": 1.2, "y": 0.76341162888046 }, { "x": 1.25, "y": 0.77693335773925 }, { "x": 1.3, "y": 0.78946441661278 }, { "x": 1.35, "y": 0.80108979496677 }, { "x": 1.4, "y": 0.81188664211655 }, { "x": 1.45, "y": 0.82192496196534 }, { "x": 1.5, "y": 0.83126826617873 }, { "x": 1.55, "y": 0.83997418108022 }, { "x": 1.6, "y": 0.8480950066713 }, { "x": 1.65, "y": 0.85567822821641 }, { "x": 1.7, "y": 0.86276698212018 }, { "x": 1.75, "y": 0.86940047859687 }, { "x": 1.8, "y": 0.87561438405024 }, { "x": 1.85, "y": 0.88144116626269 }, { "x": 1.9, "y": 0.88691040551327 }, { "x": 1.95, "y": 0.89204907466235 }, { "x": 2, "y": 0.89688179109556 }, { "x": 2.05, "y": 0.90143104323675 }, { "x": 2.1, "y": 0.90571739414 }, { "x": 2.15, "y": 0.90975966446411 }, { "x": 2.2, "y": 0.91357509693048 }, { "x": 2.25, "y": 0.91717950416941 }, { "x": 2.3, "y": 0.92058740167621 }, { "x": 2.35, "y": 0.92381212742733 }, { "x": 2.4, "y": 0.92686594954886 }, { "x": 2.45, "y": 0.92976016328615 }, { "x": 2.5, "y": 0.93250517839238 }, { "x": 2.55, "y": 0.93511059793596 }, { "x": 2.6, "y": 0.93758528942018 }, { "x": 2.65, "y": 0.93993744901316 }, { "x": 2.7, "y": 0.94217465960065 }, { "x": 2.75, "y": 0.94430394329772 }, { "x": 2.8, "y": 0.94633180898711 }, { "x": 2.85, "y": 0.94826429539136 }, { "x": 2.9, "y": 0.95010701013113 }, { "x": 2.95, "y": 0.95186516517431 }, { "x": 3, "y": 0.95354360903712 }, { "x": 3.05, "y": 0.95514685606019 }, { "x": 3.1, "y": 0.95667911304865 }, { "x": 3.15, "y": 0.95814430353454 }, { "x": 3.2, "y": 0.95954608989333 }, { "x": 3.25, "y": 0.96088789352166 }, { "x": 3.3, "y": 0.96217291326254 }, { "x": 3.35, "y": 0.96340414224462 }, { "x": 3.4, "y": 0.96458438328547 }, { "x": 3.45, "y": 0.96571626299334 }, { "x": 3.5, "y": 0.96680224468846 }, { "x": 3.55, "y": 0.9678446402527 }, { "x": 3.6, "y": 0.96884562100557 }, { "x": 3.65, "y": 0.96980722769501 }, { "x": 3.7, "y": 0.97073137968248 }, { "x": 3.75, "y": 0.97161988339432 }, { "x": 3.8, "y": 0.97247444010433 }, { "x": 3.85, "y": 0.97329665310617 }, { "x": 3.9, "y": 0.97408803432871 }, { "x": 3.94999999999999, "y": 0.97485001044246 }, { "x": 3.99999999999999, "y": 0.97558392850049 } ] }, { "id": 1176, "curve_id": "E20.4", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Medium/large lift station", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.57266429706437, "sigma": 0.993416539307606, "method": "Curve fitting", "mu_sigma_quality": 0.99960325655408955, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.573, σ=0.993, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00288330678266 }, { "x": 0.1, "y": 0.02348613762392 }, { "x": 0.15, "y": 0.06756782240745 }, { "x": 0.2, "y": 0.13001834969855 }, { "x": 0.25, "y": 0.19856832037316 }, { "x": 0.3, "y": 0.26432030567214 }, { "x": 0.35, "y": 0.32355632649363 }, { "x": 0.4, "y": 0.37571264152783 }, { "x": 0.45, "y": 0.42153574325042 }, { "x": 0.5, "y": 0.46209278469604 }, { "x": 0.55, "y": 0.4983676757476 }, { "x": 0.6, "y": 0.53114717654768 }, { "x": 0.65, "y": 0.56102409834243 }, { "x": 0.7, "y": 0.58843622015263 }, { "x": 0.75, "y": 0.61370818232577 }, { "x": 0.8, "y": 0.63708580372732 }, { "x": 0.85, "y": 0.65876119926328 }, { "x": 0.9, "y": 0.67889008051272 }, { "x": 0.95, "y": 0.69760323561326 }, { "x": 1, "y": 0.71501396330445 }, { "x": 1.05, "y": 0.73122281276189 }, { "x": 1.1, "y": 0.74632058287273 }, { "x": 1.15, "y": 0.76039022373198 }, { "x": 1.2, "y": 0.77350806018873 }, { "x": 1.25, "y": 0.78574460499564 }, { "x": 1.3, "y": 0.79716512838872 }, { "x": 1.35, "y": 0.80783008585975 }, { "x": 1.4, "y": 0.81779546467998 }, { "x": 1.45, "y": 0.82711308413069 }, { "x": 1.5, "y": 0.8358308688073 }, { "x": 1.55, "y": 0.84399310510112 }, { "x": 1.6, "y": 0.85164068563428 }, { "x": 1.65, "y": 0.85881134349683 }, { "x": 1.7, "y": 0.86553987664396 }, { "x": 1.75, "y": 0.87185836215314 }, { "x": 1.8, "y": 0.87779635984524 }, { "x": 1.85, "y": 0.88338110481783 }, { "x": 1.9, "y": 0.8886376885922 }, { "x": 1.95, "y": 0.89358922876323 }, { "x": 2, "y": 0.89825702722431 }, { "x": 2.05, "y": 0.90266071719903 }, { "x": 2.1, "y": 0.90681839943876 }, { "x": 2.15, "y": 0.91074676804203 }, { "x": 2.2, "y": 0.91446122641831 }, { "x": 2.25, "y": 0.91797599396087 }, { "x": 2.3, "y": 0.92130420401483 }, { "x": 2.35, "y": 0.92445799373137 }, { "x": 2.4, "y": 0.92744858639182 }, { "x": 2.45, "y": 0.93028636676869 }, { "x": 2.5, "y": 0.93298095006748 }, { "x": 2.55, "y": 0.93554124496558 }, { "x": 2.6, "y": 0.93797551123476 }, { "x": 2.65, "y": 0.9402914124019 }, { "x": 2.7, "y": 0.94249606387128 }, { "x": 2.75, "y": 0.94459607690033 }, { "x": 2.8, "y": 0.94659759879027 }, { "x": 2.85, "y": 0.94850634962432 }, { "x": 2.9, "y": 0.95032765585845 }, { "x": 2.95, "y": 0.95206648104383 }, { "x": 3, "y": 0.9537274539363 }, { "x": 3.05, "y": 0.95531489422547 }, { "x": 3.1, "y": 0.95683283609573 }, { "x": 3.15, "y": 0.95828504981223 }, { "x": 3.2, "y": 0.9596750615077 }, { "x": 3.25, "y": 0.96100617132973 }, { "x": 3.3, "y": 0.96228147009386 }, { "x": 3.35, "y": 0.96350385457436 }, { "x": 3.4, "y": 0.96467604155256 }, { "x": 3.45, "y": 0.96580058073165 }, { "x": 3.5, "y": 0.9668798666168 }, { "x": 3.55, "y": 0.96791614945047 }, { "x": 3.6, "y": 0.96891154528439 }, { "x": 3.65, "y": 0.9698680452627 }, { "x": 3.7, "y": 0.9707875241832 }, { "x": 3.75, "y": 0.97167174839845 }, { "x": 3.8, "y": 0.97252238311216 }, { "x": 3.85, "y": 0.97334099912176 }, { "x": 3.9, "y": 0.97412907905317 }, { "x": 3.94999999999999, "y": 0.97488802313002 }, { "x": 3.99999999999999, "y": 0.97561915451543 } ] }, { "id": 1177, "curve_id": "E21.11", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "four-story reinforced concrete shear wall building with moment resisting frames", "source_type": "Peer-reviewed", "source_abbrev": "Hancilar et al. (2014)", "source_detail": "Hancilar, U., Çakt, E., Erdik, M., Franco, G. E., and Deodatis, G.: Earthquake vulnerability of school buildings : Probabilistic structural fragility analyses, Soil Dynamics and Earthquake Engineering, 67, 169–178, https://doi.org/10.1016/j.soildyn.2014.09.005, 2014.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": -0.606217622696462, "sigma": 1.1745636544953943, "method": "Curve fitting", "mu_sigma_quality": 0.99312079393547315, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.606, σ=1.175, R²=0.993; Mu/sigma can be used for reconstruction (quality: 0.993); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Turkey", "hazard_type": "Earthquake", "num_points": 27, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00502808886857 }, { "x": 0.1, "y": 0.07082769336152 }, { "x": 0.15, "y": 0.163181227569 }, { "x": 0.2, "y": 0.23125901735029 }, { "x": 0.25, "y": 0.27944761656879 }, { "x": 0.3, "y": 0.31832254821919 }, { "x": 0.35, "y": 0.35339077814943 }, { "x": 0.4, "y": 0.38676462123003 }, { "x": 0.45, "y": 0.4190785984228 }, { "x": 0.5, "y": 0.45042830259049 }, { "x": 0.55, "y": 0.48075179117451 }, { "x": 0.6, "y": 0.50996848287007 }, { "x": 0.65, "y": 0.53802132213222 }, { "x": 0.7, "y": 0.56488285362278 }, { "x": 0.75, "y": 0.59054962101116 }, { "x": 0.8, "y": 0.61503438267483 }, { "x": 0.85, "y": 0.63835948119185 }, { "x": 0.9, "y": 0.66055218577844 }, { "x": 0.95, "y": 0.68164185855114 }, { "x": 1, "y": 0.70165849564719 }, { "x": 1.05, "y": 0.72063217426432 }, { "x": 1.1, "y": 0.73859302013107 }, { "x": 1.15, "y": 0.75557141720295 }, { "x": 1.2, "y": 0.77159827902684 }, { "x": 1.25, "y": 0.78670527789645 }, { "x": 1.3, "y": 0.80092498255168 } ] }, { "id": 1178, "curve_id": "E21.12", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "four-story reinforced concrete shear wall building with moment resisting frames", "source_type": "Peer-reviewed", "source_abbrev": "Hancilar et al. (2014)", "source_detail": "Hancilar, U., Çakt, E., Erdik, M., Franco, G. E., and Deodatis, G.: Earthquake vulnerability of school buildings : Probabilistic structural fragility analyses, Soil Dynamics and Earthquake Engineering, 67, 169–178, https://doi.org/10.1016/j.soildyn.2014.09.005, 2014.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 3.8871750488014438, "sigma": 0.762999267381398, "method": "Curve fitting", "mu_sigma_quality": 0.98379445215248817, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.887, σ=0.763, R²=0.984; Mu/sigma can be used for reconstruction (quality: 0.984); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Turkey", "hazard_type": "Earthquake", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 2.6E-11 }, { "x": 2, "y": 2.9940662E-07 }, { "x": 3, "y": 2.112520272E-05 }, { "x": 4, "y": 0.00025368325444 }, { "x": 5, "y": 0.00129327822363 }, { "x": 6, "y": 0.0040502182805 }, { "x": 7, "y": 0.00934612732224 }, { "x": 8, "y": 0.01758281650386 }, { "x": 9, "y": 0.02867082669607 }, { "x": 10, "y": 0.04215058909222 }, { "x": 11, "y": 0.05737526154244 }, { "x": 12, "y": 0.07366835804898 }, { "x": 13, "y": 0.09042519112771 }, { "x": 14, "y": 0.10716094825427 }, { "x": 15, "y": 0.1235208264286 }, { "x": 16, "y": 0.13926832123937 }, { "x": 17, "y": 0.15426388488787 }, { "x": 18, "y": 0.16844166293369 }, { "x": 19, "y": 0.1817884151183 }, { "x": 20, "y": 0.1943263128558 }, { "x": 21, "y": 0.2060998940985 }, { "x": 22, "y": 0.21716674385994 }, { "x": 23, "y": 0.22759119010796 }, { "x": 24, "y": 0.23744026799963 }, { "x": 25, "y": 0.2467812866462 }, { "x": 26, "y": 0.25568045859451 }, { "x": 27, "y": 0.26420218343367 }, { "x": 28, "y": 0.27240869440879 }, { "x": 29, "y": 0.28035987344651 }, { "x": 30, "y": 0.28811311461651 }, { "x": 31, "y": 0.29572317080286 }, { "x": 32, "y": 0.30324195643921 }, { "x": 33, "y": 0.31071830398119 }, { "x": 34, "y": 0.31819768650527 }, { "x": 35, "y": 0.32572192615351 }, { "x": 36, "y": 0.33332891031656 }, { "x": 37, "y": 0.34105233622979 }, { "x": 38, "y": 0.34892150140107 }, { "x": 39, "y": 0.35696115299847 }, { "x": 40, "y": 0.36519140471731 }, { "x": 41, "y": 0.37362772520542 }, { "x": 42, "y": 0.38228099815984 }, { "x": 43, "y": 0.39115765088802 }, { "x": 44, "y": 0.40025984552195 }, { "x": 45, "y": 0.40958572518457 }, { "x": 46, "y": 0.41912970618595 }, { "x": 47, "y": 0.42888280669622 }, { "x": 48, "y": 0.43883300221071 }, { "x": 49, "y": 0.44896559839502 }, { "x": 50, "y": 0.45926361247905 }, { "x": 51, "y": 0.46970815517347 }, { "x": 52, "y": 0.48027880603287 }, { "x": 53, "y": 0.49095397622151 }, { "x": 54, "y": 0.50171125369759 }, { "x": 55, "y": 0.51252772687668 }, { "x": 56, "y": 0.52338028383415 }, { "x": 57, "y": 0.53424588503598 }, { "x": 58, "y": 0.54510180843262 }, { "x": 59, "y": 0.55592586650254 }, { "x": 60, "y": 0.56669659548576 }, { "x": 61, "y": 0.57739341760293 }, { "x": 62, "y": 0.58799677751268 }, { "x": 63, "y": 0.59848825462232 }, { "x": 64, "y": 0.60885065313843 }, { "x": 65, "y": 0.61906807192658 }, { "x": 66, "y": 0.62912595635048 }, { "x": 67, "y": 0.63901113428163 }, { "x": 68, "y": 0.64871183841885 }, { "x": 69, "y": 0.6582177169378 }, { "x": 70, "y": 0.66751983431096 }, { "x": 71, "y": 0.67661066390892 }, { "x": 72, "y": 0.68548407372356 }, { "x": 73, "y": 0.69413530625592 }, { "x": 74, "y": 0.70256095330087 }, { "x": 75, "y": 0.71075892605064 }, { "x": 76, "y": 0.71872842064722 }, { "x": 77, "y": 0.72646987905295 }, { "x": 78, "y": 0.73398494489457 }, { "x": 79, "y": 0.74127641377956 }, { "x": 80, "y": 0.74834817749407 }, { "x": 81, "y": 0.75520516147434 }, { "x": 82, "y": 0.76185325500014 }, { "x": 83, "y": 0.76829923368574 }, { "x": 84, "y": 0.7745506740362 }, { "x": 85, "y": 0.78061586008164 }, { "x": 86, "y": 0.7865036823888 }, { "x": 87, "y": 0.7922235300593 }, { "x": 88, "y": 0.7977851766424 }, { "x": 89, "y": 0.80319866119847 }, { "x": 90, "y": 0.80847416603055 }, { "x": 91, "y": 0.81362189284176 }, { "x": 92, "y": 0.81865193926111 }, { "x": 93, "y": 0.82357417780103 }, { "x": 94, "y": 0.82839813936026 }, { "x": 95, "y": 0.83313290336201 }, { "x": 96, "y": 0.83778699652109 }, { "x": 97, "y": 0.84236830206959 }, { "x": 98, "y": 0.8468839810446 }, { "x": 99, "y": 0.8513404069647 }, { "x": 100, "y": 0.85574311490481 }, { "x": 101, "y": 0.86009676563485 }, { "x": 102, "y": 0.86440512513007 }, { "x": 103, "y": 0.86867105940163 }, { "x": 104, "y": 0.87289654424966 }, { "x": 105, "y": 0.87708268921634 }, { "x": 106, "y": 0.88122977472542 }, { "x": 107, "y": 0.88533730114278 }, { "x": 108, "y": 0.88940404828756 }, { "x": 109, "y": 0.89342814376723 }, { "x": 110, "y": 0.89740713840514 }, { "x": 111, "y": 0.90133808697516 }, { "x": 112, "y": 0.90521763245234 }, { "x": 113, "y": 0.90904209202809 }, { "x": 114, "y": 0.91280754321858 }, { "x": 115, "y": 0.91650990850945 }, { "x": 116, "y": 0.92014503712342 }, { "x": 117, "y": 0.92370878266246 }, { "x": 118, "y": 0.92719707555712 }, { "x": 119, "y": 0.93060598944562 }, { "x": 120, "y": 0.93393180079841 } ] }, { "id": 1179, "curve_id": "E21.13", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "four-story reinforced concrete shear wall building with moment resisting frames", "source_type": "Peer-reviewed", "source_abbrev": "Hancilar et al. (2014)", "source_detail": "Hancilar, U., Çakt, E., Erdik, M., Franco, G. E., and Deodatis, G.: Earthquake vulnerability of school buildings : Probabilistic structural fragility analyses, Soil Dynamics and Earthquake Engineering, 67, 169–178, https://doi.org/10.1016/j.soildyn.2014.09.005, 2014.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 3.4974462085597753, "sigma": 0.70190488028600639, "method": "Curve fitting", "mu_sigma_quality": 0.99685322841474355, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.497, σ=0.702, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Elastic spectral displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Turkey", "hazard_type": "Earthquake", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 1, "y": 7.68E-12 }, { "x": 1.5, "y": 3.95029E-09 }, { "x": 2, "y": 1.8073501E-07 }, { "x": 2.5, "y": 2.48686491E-06 }, { "x": 3, "y": 1.697941446E-05 }, { "x": 3.5, "y": 7.387378294E-05 }, { "x": 4, "y": 0.00023584865993 }, { "x": 4.5, "y": 0.00060247130495 }, { "x": 5, "y": 0.00130290953263 }, { "x": 5.5, "y": 0.00247931190448 }, { "x": 6, "y": 0.00426666698582 }, { "x": 6.5, "y": 0.0067748292398 }, { "x": 7, "y": 0.01007626934615 }, { "x": 7.5, "y": 0.01420066361093 }, { "x": 8, "y": 0.01913562753002 }, { "x": 8.5, "y": 0.02483195809251 }, { "x": 9, "y": 0.03121152319282 }, { "x": 9.5, "y": 0.03817615161356 }, { "x": 10, "y": 0.04561628910895 }, { "x": 10.5, "y": 0.0534186288849 }, { "x": 11, "y": 0.06147230797824 }, { "x": 11.5, "y": 0.06967354981101 }, { "x": 12, "y": 0.07792882597435 }, { "x": 12.5, "y": 0.08615672182145 }, { "x": 13, "y": 0.09428874082156 }, { "x": 13.5, "y": 0.10226929129872 }, { "x": 14, "y": 0.11005508227861 }, { "x": 14.5, "y": 0.1176141247822 }, { "x": 15, "y": 0.1249244993809 } ] }, { "id": 1180, "curve_id": "E21.18", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "Concrete ", "source_type": "Peer-reviewed", "source_abbrev": "Samadian et al. (2019)", "source_detail": "Samadian, D., Ghafory-ashtiany, M., Naderpour, H., and Eghbali, M.: Seismic resilience evaluation based on vulnerability curves for existing and retrofitted typical RC school buildings, Soil Dynamics and Earthquake Engineering, 127, 105844, https://doi.org/10.1016/j.soildyn.2019.105844, 2019.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 0.00275301938740713, "sigma": 0.60447780839819865, "method": "Curve fitting", "mu_sigma_quality": 0.99846586422746375, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.003, σ=0.604, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Iran", "hazard_type": "Earthquake", "num_points": 61, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.003 }, { "x": 0.1, "y": 0.002 }, { "x": 0.15, "y": 0.004 }, { "x": 0.2, "y": 0.013 }, { "x": 0.25, "y": 0.027 }, { "x": 0.3, "y": 0.044 }, { "x": 0.35, "y": 0.064 }, { "x": 0.4, "y": 0.086 }, { "x": 0.45, "y": 0.118 }, { "x": 0.5, "y": 0.147 }, { "x": 0.55, "y": 0.182 }, { "x": 0.6, "y": 0.214 }, { "x": 0.65, "y": 0.245 }, { "x": 0.7, "y": 0.28 }, { "x": 0.75, "y": 0.319 }, { "x": 0.8, "y": 0.357 }, { "x": 0.85, "y": 0.391 }, { "x": 0.9, "y": 0.422 }, { "x": 0.95, "y": 0.455 }, { "x": 1, "y": 0.485 }, { "x": 1.05, "y": 0.515 }, { "x": 1.1, "y": 0.544 }, { "x": 1.15, "y": 0.571 }, { "x": 1.2, "y": 0.599 }, { "x": 1.25, "y": 0.627 }, { "x": 1.3, "y": 0.653 }, { "x": 1.35, "y": 0.677 }, { "x": 1.4, "y": 0.698 }, { "x": 1.45, "y": 0.718 }, { "x": 1.5, "y": 0.737 }, { "x": 1.55, "y": 0.757 }, { "x": 1.6, "y": 0.776 }, { "x": 1.65, "y": 0.791 }, { "x": 1.7, "y": 0.805 }, { "x": 1.75, "y": 0.82 }, { "x": 1.8, "y": 0.835 }, { "x": 1.85, "y": 0.848 }, { "x": 1.9, "y": 0.86 }, { "x": 1.95, "y": 0.871 }, { "x": 2, "y": 0.881 }, { "x": 2.05, "y": 0.891 }, { "x": 2.1, "y": 0.901 }, { "x": 2.15, "y": 0.908 }, { "x": 2.2, "y": 0.914 }, { "x": 2.25, "y": 0.92 }, { "x": 2.3, "y": 0.926 }, { "x": 2.35, "y": 0.931 }, { "x": 2.4, "y": 0.937 }, { "x": 2.45, "y": 0.943 }, { "x": 2.5, "y": 0.95 }, { "x": 2.55, "y": 0.954 }, { "x": 2.6, "y": 0.957 }, { "x": 2.65, "y": 0.962 }, { "x": 2.7, "y": 0.966 }, { "x": 2.75, "y": 0.971 }, { "x": 2.8, "y": 0.974 }, { "x": 2.85, "y": 0.975 }, { "x": 2.9, "y": 0.976 }, { "x": 2.95, "y": 0.977 }, { "x": 3, "y": 0.98 } ] }, { "id": 1181, "curve_id": "E21.21", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Hospitals", "ci_detail": "Near-field (i.e., less than 10 km from the fault)", "source_type": "Peer-reviewed", "source_abbrev": "Ranjbar & Naderpour (2020)", "source_detail": "Ranjbar, P. R. and Naderpour, H.: Probabilistic evaluation of seismic resilience for typical vital buildings in terms of vulnerability curves, Structures, 23, 314–323, https://doi.org/10.1016/j.istruc.2019.10.017, 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": -1.41578493181929, "sigma": 0.61268480538652814, "method": "Curve fitting", "mu_sigma_quality": 0.99263524554344829, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.416, σ=0.613, R²=0.993; Mu/sigma can be used for reconstruction (quality: 0.993); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 51, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.046 }, { "x": 0.1, "y": 0.121 }, { "x": 0.15, "y": 0.259 }, { "x": 0.2, "y": 0.392 }, { "x": 0.25, "y": 0.488 }, { "x": 0.3, "y": 0.578 }, { "x": 0.35, "y": 0.681 }, { "x": 0.4, "y": 0.772 }, { "x": 0.45, "y": 0.847 }, { "x": 0.5, "y": 0.904 }, { "x": 0.55, "y": 0.944 }, { "x": 0.6, "y": 0.963 }, { "x": 0.65, "y": 0.981 }, { "x": 0.7, "y": 0.988 }, { "x": 0.75, "y": 0.994 }, { "x": 0.8, "y": 0.999 }, { "x": 0.85, "y": 1 }, { "x": 0.9, "y": 1 }, { "x": 0.95, "y": 1 }, { "x": 1, "y": 1 }, { "x": 1.05, "y": 1 }, { "x": 1.1, "y": 1 }, { "x": 1.15, "y": 1 }, { "x": 1.2, "y": 1 }, { "x": 1.25, "y": 1 }, { "x": 1.3, "y": 1 }, { "x": 1.35, "y": 1 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 } ] }, { "id": 1182, "curve_id": "E21.22", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Hospitals", "ci_detail": "Far-field (i.e., equal or greater than 10 km from the fault)", "source_type": "Peer-reviewed", "source_abbrev": "Ranjbar & Naderpour (2020)", "source_detail": "Ranjbar, P. R. and Naderpour, H.: Probabilistic evaluation of seismic resilience for typical vital buildings in terms of vulnerability curves, Structures, 23, 314–323, https://doi.org/10.1016/j.istruc.2019.10.017, 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": -0.773912760236531, "sigma": 0.85580294276737134, "method": "Curve fitting", "mu_sigma_quality": 0.99032568695469725, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.774, σ=0.856, R²=0.990; Mu/sigma can be used for reconstruction (quality: 0.990); D1 category: figure_given; Source provides original data points", "intensity_measure": "Spectral acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "USA", "hazard_type": "Earthquake", "num_points": 51, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.025 }, { "x": 0.1, "y": 0.077 }, { "x": 0.15, "y": 0.142 }, { "x": 0.2, "y": 0.209 }, { "x": 0.25, "y": 0.272 }, { "x": 0.3, "y": 0.335 }, { "x": 0.35, "y": 0.394 }, { "x": 0.4, "y": 0.439 }, { "x": 0.45, "y": 0.481 }, { "x": 0.5, "y": 0.522 }, { "x": 0.55, "y": 0.559 }, { "x": 0.6, "y": 0.589 }, { "x": 0.65, "y": 0.616 }, { "x": 0.7, "y": 0.643 }, { "x": 0.75, "y": 0.674 }, { "x": 0.8, "y": 0.706 }, { "x": 0.85, "y": 0.733 }, { "x": 0.9, "y": 0.756 }, { "x": 0.95, "y": 0.779 }, { "x": 1, "y": 0.798 }, { "x": 1.05, "y": 0.818 }, { "x": 1.1, "y": 0.835 }, { "x": 1.15, "y": 0.851 }, { "x": 1.2, "y": 0.867 }, { "x": 1.25, "y": 0.882 }, { "x": 1.3, "y": 0.898 }, { "x": 1.35, "y": 0.914 }, { "x": 1.4, "y": 0.923 }, { "x": 1.45, "y": 0.931 }, { "x": 1.5, "y": 0.94 }, { "x": 1.55, "y": 0.948 }, { "x": 1.6, "y": 0.954 }, { "x": 1.65, "y": 0.958 }, { "x": 1.7, "y": 0.963 }, { "x": 1.75, "y": 0.967 }, { "x": 1.8, "y": 0.971 }, { "x": 1.85, "y": 0.975 }, { "x": 1.9, "y": 0.979 }, { "x": 1.95, "y": 0.983 }, { "x": 2, "y": 0.986 }, { "x": 2.05, "y": 0.99 }, { "x": 2.1, "y": 0.994 }, { "x": 2.15, "y": 0.996 }, { "x": 2.2, "y": 0.996 }, { "x": 2.25, "y": 0.996 }, { "x": 2.3, "y": 0.996 }, { "x": 2.35, "y": 0.996 }, { "x": 2.4, "y": 0.996 }, { "x": 2.45, "y": 0.996 }, { "x": 2.5, "y": 0.997 } ] }, { "id": 1183, "curve_id": "E4.1", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.221532820870084, "sigma": 0.35606274447090441, "method": "Curve fitting", "mu_sigma_quality": 0.9968431338874838, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.222, σ=0.356, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.3315E-10 }, { "x": 0.1, "y": 1.497511478E-05 }, { "x": 0.15, "y": 0.00093700640643 }, { "x": 0.2, "y": 0.00657752811145 }, { "x": 0.25, "y": 0.01857880464031 }, { "x": 0.3, "y": 0.03706312806122 }, { "x": 0.35, "y": 0.06379321309854 }, { "x": 0.4, "y": 0.09415822806388 }, { "x": 0.45, "y": 0.11974899197701 }, { "x": 0.5, "y": 0.1388294417149 }, { "x": 0.55, "y": 0.16015127502674 }, { "x": 0.6, "y": 0.19804387568279 }, { "x": 0.65, "y": 0.26065437770104 }, { "x": 0.7, "y": 0.3416850167334 }, { "x": 0.75, "y": 0.4252855144053 }, { "x": 0.8, "y": 0.49816604657513 }, { "x": 0.85, "y": 0.55670617958655 }, { "x": 0.9, "y": 0.60539574282738 }, { "x": 0.95, "y": 0.65114342218793 }, { "x": 1, "y": 0.6986150647121 }, { "x": 1.05, "y": 0.74861557438505 }, { "x": 1.1, "y": 0.79893745881114 }, { "x": 1.15, "y": 0.84620214765629 }, { "x": 1.2, "y": 0.88747867858694 }, { "x": 1.25, "y": 0.92112889612712 }, { "x": 1.3, "y": 0.94689948590328 }, { "x": 1.35, "y": 0.96556173769451 }, { "x": 1.4, "y": 0.97841979062531 }, { "x": 1.45, "y": 0.9868951860371 }, { "x": 1.5, "y": 0.99226611876314 }, { "x": 1.55, "y": 0.99555256570339 }, { "x": 1.6, "y": 0.9975017453119 }, { "x": 1.65, "y": 0.99862607411855 }, { "x": 1.7, "y": 0.9992587057243 }, { "x": 1.75, "y": 0.9996068651699 }, { "x": 1.8, "y": 0.99979471105267 }, { "x": 1.85, "y": 0.99989428295741 }, { "x": 1.9, "y": 0.99994623491174 }, { "x": 1.95, "y": 0.99997296066719 }, { "x": 2, "y": 0.99998653689834 }, { "x": 2.05, "y": 0.99999335622586 }, { "x": 2.1, "y": 0.99999674740247 }, { "x": 2.15, "y": 0.99999841882922 }, { "x": 2.2, "y": 0.99999923614106 }, { "x": 2.25, "y": 0.99999963300901 }, { "x": 2.3, "y": 0.99999982453144 }, { "x": 2.35, "y": 0.99999991645639 }, { "x": 2.4, "y": 0.99999996036833 }, { "x": 2.45, "y": 0.99999998125821 }, { "x": 2.5, "y": 0.99999999116056 }, { "x": 2.55, "y": 0.99999999584021 }, { "x": 2.6, "y": 0.99999999804601 }, { "x": 2.65, "y": 0.99999999908349 }, { "x": 2.7, "y": 0.9999999995706 }, { "x": 2.75, "y": 0.99999999979899 }, { "x": 2.8, "y": 0.99999999990595 }, { "x": 2.85, "y": 0.99999999995601 }, { "x": 2.9, "y": 0.99999999997943 }, { "x": 2.95, "y": 0.99999999999038 }, { "x": 3, "y": 0.9999999999955 }, { "x": 3.05, "y": 0.99999999999789 }, { "x": 3.1, "y": 0.99999999999901 }, { "x": 3.15, "y": 0.99999999999954 }, { "x": 3.2, "y": 0.99999999999978 }, { "x": 3.25, "y": 0.9999999999999 }, { "x": 3.3, "y": 0.99999999999995 }, { "x": 3.35, "y": 0.99999999999998 }, { "x": 3.4, "y": 0.99999999999999 }, { "x": 3.45, "y": 0.99999999999999 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 1184, "curve_id": "E4.2", "sector": "Energy", "ci_type": "Power pole", "ci_desc": "Power pole", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.650017599791953, "sigma": 0.65045912368377978, "method": "Curve fitting", "mu_sigma_quality": 0.99856235809858129, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.650, σ=0.650, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00665483773191 }, { "x": 0.1, "y": 0.03425893152288 }, { "x": 0.15, "y": 0.07020547701806 }, { "x": 0.2, "y": 0.11056452261364 }, { "x": 0.25, "y": 0.15782101948588 }, { "x": 0.3, "y": 0.21234602240855 }, { "x": 0.35, "y": 0.27228567063534 }, { "x": 0.4, "y": 0.3349305141121 }, { "x": 0.45, "y": 0.39770221828276 }, { "x": 0.5, "y": 0.45857907058141 }, { "x": 0.55, "y": 0.51617277475322 }, { "x": 0.6, "y": 0.56964898339445 }, { "x": 0.65, "y": 0.61860141706635 }, { "x": 0.7, "y": 0.66292959970628 }, { "x": 0.75, "y": 0.70273792301277 }, { "x": 0.8, "y": 0.73825892059916 }, { "x": 0.85, "y": 0.76979789686591 }, { "x": 0.9, "y": 0.7976945104177 }, { "x": 0.95, "y": 0.82229707356582 }, { "x": 1, "y": 0.84394605134606 }, { "x": 1.05, "y": 0.86296404272621 }, { "x": 1.1, "y": 0.87965022723382 }, { "x": 1.15, "y": 0.89427781820425 }, { "x": 1.2, "y": 0.90709348671454 }, { "x": 1.25, "y": 0.91831803154698 }, { "x": 1.3, "y": 0.92814779542309 }, { "x": 1.35, "y": 0.93675648811126 }, { "x": 1.4, "y": 0.94429719017839 }, { "x": 1.45, "y": 0.95090439027751 }, { "x": 1.5, "y": 0.95669596365698 }, { "x": 1.55, "y": 0.96177503711179 }, { "x": 1.6, "y": 0.96623171096386 }, { "x": 1.65, "y": 0.9701446254987 }, { "x": 1.7, "y": 0.97358237019123 }, { "x": 1.75, "y": 0.97660474086069 }, { "x": 1.8, "y": 0.97926385390077 }, { "x": 1.85, "y": 0.9816051288476 }, { "x": 1.9, "y": 0.98366815141326 }, { "x": 1.95, "y": 0.98548742916917 }, { "x": 2, "y": 0.98709305161838 }, { "x": 2.05, "y": 0.98851126565813 }, { "x": 2.1, "y": 0.98976497654324 }, { "x": 2.15, "y": 0.99087418351254 }, { "x": 2.2, "y": 0.99185635829222 }, { "x": 2.25, "y": 0.99272677378057 }, { "x": 2.3, "y": 0.99349878936828 }, { "x": 2.35, "y": 0.99418409856936 }, { "x": 2.4, "y": 0.99479294393226 }, { "x": 2.45, "y": 0.99533430357016 }, { "x": 2.5, "y": 0.99581605308882 }, { "x": 2.55, "y": 0.99624510619613 }, { "x": 2.6, "y": 0.99662753684346 }, { "x": 2.65, "y": 0.99696868536905 }, { "x": 2.7, "y": 0.99727325078309 }, { "x": 2.75, "y": 0.99754537104588 }, { "x": 2.8, "y": 0.99778869294095 }, { "x": 2.85, "y": 0.99800643292823 }, { "x": 2.9, "y": 0.99820143017528 }, { "x": 2.95, "y": 0.99837619280232 }, { "x": 3, "y": 0.99853293823671 }, { "x": 3.05, "y": 0.99867362845187 }, { "x": 3.1, "y": 0.99880000076089 }, { "x": 3.15, "y": 0.9989135947451 }, { "x": 3.2, "y": 0.99901577581999 }, { "x": 3.25, "y": 0.9991077558736 }, { "x": 3.3, "y": 0.99919061135462 }, { "x": 3.35, "y": 0.99926529913729 }, { "x": 3.4, "y": 0.99933267044673 }, { "x": 3.45, "y": 0.99939348309113 }, { "x": 3.5, "y": 0.99944841221486 }, { "x": 3.55, "y": 0.99949805975841 }, { "x": 3.6, "y": 0.99954296278697 }, { "x": 3.65, "y": 0.99958360082859 }, { "x": 3.7, "y": 0.99962040234434 }, { "x": 3.75, "y": 0.99965375043775 }, { "x": 3.8, "y": 0.99968398789633 }, { "x": 3.85, "y": 0.99971142164691 }, { "x": 3.9, "y": 0.99973632669573 }, { "x": 3.94999999999999, "y": 0.99975894961543 }, { "x": 3.99999999999999, "y": 0.99977951163325 } ] }, { "id": 1185, "curve_id": "E5.1", "sector": "Energy", "ci_type": "Cable", "ci_desc": "Distribution circuit", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.221532820870084, "sigma": 0.35606274447090441, "method": "Curve fitting", "mu_sigma_quality": 0.9968431338874838, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.222, σ=0.356, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.3315E-10 }, { "x": 0.1, "y": 1.497511478E-05 }, { "x": 0.15, "y": 0.00093700640643 }, { "x": 0.2, "y": 0.00657752811145 }, { "x": 0.25, "y": 0.01857880464031 }, { "x": 0.3, "y": 0.03706312806122 }, { "x": 0.35, "y": 0.06379321309854 }, { "x": 0.4, "y": 0.09415822806388 }, { "x": 0.45, "y": 0.11974899197701 }, { "x": 0.5, "y": 0.1388294417149 }, { "x": 0.55, "y": 0.16015127502674 }, { "x": 0.6, "y": 0.19804387568279 }, { "x": 0.65, "y": 0.26065437770104 }, { "x": 0.7, "y": 0.3416850167334 }, { "x": 0.75, "y": 0.4252855144053 }, { "x": 0.8, "y": 0.49816604657513 }, { "x": 0.85, "y": 0.55670617958655 }, { "x": 0.9, "y": 0.60539574282738 }, { "x": 0.95, "y": 0.65114342218793 }, { "x": 1, "y": 0.6986150647121 }, { "x": 1.05, "y": 0.74861557438505 }, { "x": 1.1, "y": 0.79893745881114 }, { "x": 1.15, "y": 0.84620214765629 }, { "x": 1.2, "y": 0.88747867858694 }, { "x": 1.25, "y": 0.92112889612712 }, { "x": 1.3, "y": 0.94689948590328 }, { "x": 1.35, "y": 0.96556173769451 }, { "x": 1.4, "y": 0.97841979062531 }, { "x": 1.45, "y": 0.9868951860371 }, { "x": 1.5, "y": 0.99226611876314 }, { "x": 1.55, "y": 0.99555256570339 }, { "x": 1.6, "y": 0.9975017453119 }, { "x": 1.65, "y": 0.99862607411855 }, { "x": 1.7, "y": 0.9992587057243 }, { "x": 1.75, "y": 0.9996068651699 }, { "x": 1.8, "y": 0.99979471105267 }, { "x": 1.85, "y": 0.99989428295741 }, { "x": 1.9, "y": 0.99994623491174 }, { "x": 1.95, "y": 0.99997296066719 }, { "x": 2, "y": 0.99998653689834 }, { "x": 2.05, "y": 0.99999335622586 }, { "x": 2.1, "y": 0.99999674740247 }, { "x": 2.15, "y": 0.99999841882922 }, { "x": 2.2, "y": 0.99999923614106 }, { "x": 2.25, "y": 0.99999963300901 }, { "x": 2.3, "y": 0.99999982453144 }, { "x": 2.35, "y": 0.99999991645639 }, { "x": 2.4, "y": 0.99999996036833 }, { "x": 2.45, "y": 0.99999998125821 }, { "x": 2.5, "y": 0.99999999116056 }, { "x": 2.55, "y": 0.99999999584021 }, { "x": 2.6, "y": 0.99999999804601 }, { "x": 2.65, "y": 0.99999999908349 }, { "x": 2.7, "y": 0.9999999995706 }, { "x": 2.75, "y": 0.99999999979899 }, { "x": 2.8, "y": 0.99999999990595 }, { "x": 2.85, "y": 0.99999999995601 }, { "x": 2.9, "y": 0.99999999997943 }, { "x": 2.95, "y": 0.99999999999038 }, { "x": 3, "y": 0.9999999999955 }, { "x": 3.05, "y": 0.99999999999789 }, { "x": 3.1, "y": 0.99999999999901 }, { "x": 3.15, "y": 0.99999999999954 }, { "x": 3.2, "y": 0.99999999999978 }, { "x": 3.25, "y": 0.9999999999999 }, { "x": 3.3, "y": 0.99999999999995 }, { "x": 3.35, "y": 0.99999999999998 }, { "x": 3.4, "y": 0.99999999999999 }, { "x": 3.45, "y": 0.99999999999999 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 1186, "curve_id": "E5.2", "sector": "Energy", "ci_type": "Cable", "ci_desc": "Distribution circuit", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.650017599791953, "sigma": 0.65045912368377978, "method": "Curve fitting", "mu_sigma_quality": 0.99856235809858129, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.650, σ=0.650, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00665483773191 }, { "x": 0.1, "y": 0.03425893152288 }, { "x": 0.15, "y": 0.07020547701806 }, { "x": 0.2, "y": 0.11056452261364 }, { "x": 0.25, "y": 0.15782101948588 }, { "x": 0.3, "y": 0.21234602240855 }, { "x": 0.35, "y": 0.27228567063534 }, { "x": 0.4, "y": 0.3349305141121 }, { "x": 0.45, "y": 0.39770221828276 }, { "x": 0.5, "y": 0.45857907058141 }, { "x": 0.55, "y": 0.51617277475322 }, { "x": 0.6, "y": 0.56964898339445 }, { "x": 0.65, "y": 0.61860141706635 }, { "x": 0.7, "y": 0.66292959970628 }, { "x": 0.75, "y": 0.70273792301277 }, { "x": 0.8, "y": 0.73825892059916 }, { "x": 0.85, "y": 0.76979789686591 }, { "x": 0.9, "y": 0.7976945104177 }, { "x": 0.95, "y": 0.82229707356582 }, { "x": 1, "y": 0.84394605134606 }, { "x": 1.05, "y": 0.86296404272621 }, { "x": 1.1, "y": 0.87965022723382 }, { "x": 1.15, "y": 0.89427781820425 }, { "x": 1.2, "y": 0.90709348671454 }, { "x": 1.25, "y": 0.91831803154698 }, { "x": 1.3, "y": 0.92814779542309 }, { "x": 1.35, "y": 0.93675648811126 }, { "x": 1.4, "y": 0.94429719017839 }, { "x": 1.45, "y": 0.95090439027751 }, { "x": 1.5, "y": 0.95669596365698 }, { "x": 1.55, "y": 0.96177503711179 }, { "x": 1.6, "y": 0.96623171096386 }, { "x": 1.65, "y": 0.9701446254987 }, { "x": 1.7, "y": 0.97358237019123 }, { "x": 1.75, "y": 0.97660474086069 }, { "x": 1.8, "y": 0.97926385390077 }, { "x": 1.85, "y": 0.9816051288476 }, { "x": 1.9, "y": 0.98366815141326 }, { "x": 1.95, "y": 0.98548742916917 }, { "x": 2, "y": 0.98709305161838 }, { "x": 2.05, "y": 0.98851126565813 }, { "x": 2.1, "y": 0.98976497654324 }, { "x": 2.15, "y": 0.99087418351254 }, { "x": 2.2, "y": 0.99185635829222 }, { "x": 2.25, "y": 0.99272677378057 }, { "x": 2.3, "y": 0.99349878936828 }, { "x": 2.35, "y": 0.99418409856936 }, { "x": 2.4, "y": 0.99479294393226 }, { "x": 2.45, "y": 0.99533430357016 }, { "x": 2.5, "y": 0.99581605308882 }, { "x": 2.55, "y": 0.99624510619613 }, { "x": 2.6, "y": 0.99662753684346 }, { "x": 2.65, "y": 0.99696868536905 }, { "x": 2.7, "y": 0.99727325078309 }, { "x": 2.75, "y": 0.99754537104588 }, { "x": 2.8, "y": 0.99778869294095 }, { "x": 2.85, "y": 0.99800643292823 }, { "x": 2.9, "y": 0.99820143017528 }, { "x": 2.95, "y": 0.99837619280232 }, { "x": 3, "y": 0.99853293823671 }, { "x": 3.05, "y": 0.99867362845187 }, { "x": 3.1, "y": 0.99880000076089 }, { "x": 3.15, "y": 0.9989135947451 }, { "x": 3.2, "y": 0.99901577581999 }, { "x": 3.25, "y": 0.9991077558736 }, { "x": 3.3, "y": 0.99919061135462 }, { "x": 3.35, "y": 0.99926529913729 }, { "x": 3.4, "y": 0.99933267044673 }, { "x": 3.45, "y": 0.99939348309113 }, { "x": 3.5, "y": 0.99944841221486 }, { "x": 3.55, "y": 0.99949805975841 }, { "x": 3.6, "y": 0.99954296278697 }, { "x": 3.65, "y": 0.99958360082859 }, { "x": 3.7, "y": 0.99962040234434 }, { "x": 3.75, "y": 0.99965375043775 }, { "x": 3.8, "y": 0.99968398789633 }, { "x": 3.85, "y": 0.99971142164691 }, { "x": 3.9, "y": 0.99973632669573 }, { "x": 3.94999999999999, "y": 0.99975894961543 }, { "x": 3.99999999999999, "y": 0.99977951163325 } ] }, { "id": 1187, "curve_id": "E6.1", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Distribution circuit", "ci_detail": "Anchored/seismic components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.221532820870084, "sigma": 0.35606274447090441, "method": "Curve fitting", "mu_sigma_quality": 0.9968431338874838, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.222, σ=0.356, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 2.3315E-10 }, { "x": 0.1, "y": 1.497511478E-05 }, { "x": 0.15, "y": 0.00093700640643 }, { "x": 0.2, "y": 0.00657752811145 }, { "x": 0.25, "y": 0.01857880464031 }, { "x": 0.3, "y": 0.03706312806122 }, { "x": 0.35, "y": 0.06379321309854 }, { "x": 0.4, "y": 0.09415822806388 }, { "x": 0.45, "y": 0.11974899197701 }, { "x": 0.5, "y": 0.1388294417149 }, { "x": 0.55, "y": 0.16015127502674 }, { "x": 0.6, "y": 0.19804387568279 }, { "x": 0.65, "y": 0.26065437770104 }, { "x": 0.7, "y": 0.3416850167334 }, { "x": 0.75, "y": 0.4252855144053 }, { "x": 0.8, "y": 0.49816604657513 }, { "x": 0.85, "y": 0.55670617958655 }, { "x": 0.9, "y": 0.60539574282738 }, { "x": 0.95, "y": 0.65114342218793 }, { "x": 1, "y": 0.6986150647121 }, { "x": 1.05, "y": 0.74861557438505 }, { "x": 1.1, "y": 0.79893745881114 }, { "x": 1.15, "y": 0.84620214765629 }, { "x": 1.2, "y": 0.88747867858694 }, { "x": 1.25, "y": 0.92112889612712 }, { "x": 1.3, "y": 0.94689948590328 }, { "x": 1.35, "y": 0.96556173769451 }, { "x": 1.4, "y": 0.97841979062531 }, { "x": 1.45, "y": 0.9868951860371 }, { "x": 1.5, "y": 0.99226611876314 }, { "x": 1.55, "y": 0.99555256570339 }, { "x": 1.6, "y": 0.9975017453119 }, { "x": 1.65, "y": 0.99862607411855 }, { "x": 1.7, "y": 0.9992587057243 }, { "x": 1.75, "y": 0.9996068651699 }, { "x": 1.8, "y": 0.99979471105267 }, { "x": 1.85, "y": 0.99989428295741 }, { "x": 1.9, "y": 0.99994623491174 }, { "x": 1.95, "y": 0.99997296066719 }, { "x": 2, "y": 0.99998653689834 }, { "x": 2.05, "y": 0.99999335622586 }, { "x": 2.1, "y": 0.99999674740247 }, { "x": 2.15, "y": 0.99999841882922 }, { "x": 2.2, "y": 0.99999923614106 }, { "x": 2.25, "y": 0.99999963300901 }, { "x": 2.3, "y": 0.99999982453144 }, { "x": 2.35, "y": 0.99999991645639 }, { "x": 2.4, "y": 0.99999996036833 }, { "x": 2.45, "y": 0.99999998125821 }, { "x": 2.5, "y": 0.99999999116056 }, { "x": 2.55, "y": 0.99999999584021 }, { "x": 2.6, "y": 0.99999999804601 }, { "x": 2.65, "y": 0.99999999908349 }, { "x": 2.7, "y": 0.9999999995706 }, { "x": 2.75, "y": 0.99999999979899 }, { "x": 2.8, "y": 0.99999999990595 }, { "x": 2.85, "y": 0.99999999995601 }, { "x": 2.9, "y": 0.99999999997943 }, { "x": 2.95, "y": 0.99999999999038 }, { "x": 3, "y": 0.9999999999955 }, { "x": 3.05, "y": 0.99999999999789 }, { "x": 3.1, "y": 0.99999999999901 }, { "x": 3.15, "y": 0.99999999999954 }, { "x": 3.2, "y": 0.99999999999978 }, { "x": 3.25, "y": 0.9999999999999 }, { "x": 3.3, "y": 0.99999999999995 }, { "x": 3.35, "y": 0.99999999999998 }, { "x": 3.4, "y": 0.99999999999999 }, { "x": 3.45, "y": 0.99999999999999 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.94999999999999, "y": 1 }, { "x": 3.99999999999999, "y": 1 } ] }, { "id": 1188, "curve_id": "E6.2", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Distribution circuit", "ci_detail": "Unanchored/standard components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.650017599791953, "sigma": 0.65045912368377978, "method": "Curve fitting", "mu_sigma_quality": 0.99856235809858129, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.650, σ=0.650, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00665483773191 }, { "x": 0.1, "y": 0.03425893152288 }, { "x": 0.15, "y": 0.07020547701806 }, { "x": 0.2, "y": 0.11056452261364 }, { "x": 0.25, "y": 0.15782101948588 }, { "x": 0.3, "y": 0.21234602240855 }, { "x": 0.35, "y": 0.27228567063534 }, { "x": 0.4, "y": 0.3349305141121 }, { "x": 0.45, "y": 0.39770221828276 }, { "x": 0.5, "y": 0.45857907058141 }, { "x": 0.55, "y": 0.51617277475322 }, { "x": 0.6, "y": 0.56964898339445 }, { "x": 0.65, "y": 0.61860141706635 }, { "x": 0.7, "y": 0.66292959970628 }, { "x": 0.75, "y": 0.70273792301277 }, { "x": 0.8, "y": 0.73825892059916 }, { "x": 0.85, "y": 0.76979789686591 }, { "x": 0.9, "y": 0.7976945104177 }, { "x": 0.95, "y": 0.82229707356582 }, { "x": 1, "y": 0.84394605134606 }, { "x": 1.05, "y": 0.86296404272621 }, { "x": 1.1, "y": 0.87965022723382 }, { "x": 1.15, "y": 0.89427781820425 }, { "x": 1.2, "y": 0.90709348671454 }, { "x": 1.25, "y": 0.91831803154698 }, { "x": 1.3, "y": 0.92814779542309 }, { "x": 1.35, "y": 0.93675648811126 }, { "x": 1.4, "y": 0.94429719017839 }, { "x": 1.45, "y": 0.95090439027751 }, { "x": 1.5, "y": 0.95669596365698 }, { "x": 1.55, "y": 0.96177503711179 }, { "x": 1.6, "y": 0.96623171096386 }, { "x": 1.65, "y": 0.9701446254987 }, { "x": 1.7, "y": 0.97358237019123 }, { "x": 1.75, "y": 0.97660474086069 }, { "x": 1.8, "y": 0.97926385390077 }, { "x": 1.85, "y": 0.9816051288476 }, { "x": 1.9, "y": 0.98366815141326 }, { "x": 1.95, "y": 0.98548742916917 }, { "x": 2, "y": 0.98709305161838 }, { "x": 2.05, "y": 0.98851126565813 }, { "x": 2.1, "y": 0.98976497654324 }, { "x": 2.15, "y": 0.99087418351254 }, { "x": 2.2, "y": 0.99185635829222 }, { "x": 2.25, "y": 0.99272677378057 }, { "x": 2.3, "y": 0.99349878936828 }, { "x": 2.35, "y": 0.99418409856936 }, { "x": 2.4, "y": 0.99479294393226 }, { "x": 2.45, "y": 0.99533430357016 }, { "x": 2.5, "y": 0.99581605308882 }, { "x": 2.55, "y": 0.99624510619613 }, { "x": 2.6, "y": 0.99662753684346 }, { "x": 2.65, "y": 0.99696868536905 }, { "x": 2.7, "y": 0.99727325078309 }, { "x": 2.75, "y": 0.99754537104588 }, { "x": 2.8, "y": 0.99778869294095 }, { "x": 2.85, "y": 0.99800643292823 }, { "x": 2.9, "y": 0.99820143017528 }, { "x": 2.95, "y": 0.99837619280232 }, { "x": 3, "y": 0.99853293823671 }, { "x": 3.05, "y": 0.99867362845187 }, { "x": 3.1, "y": 0.99880000076089 }, { "x": 3.15, "y": 0.9989135947451 }, { "x": 3.2, "y": 0.99901577581999 }, { "x": 3.25, "y": 0.9991077558736 }, { "x": 3.3, "y": 0.99919061135462 }, { "x": 3.35, "y": 0.99926529913729 }, { "x": 3.4, "y": 0.99933267044673 }, { "x": 3.45, "y": 0.99939348309113 }, { "x": 3.5, "y": 0.99944841221486 }, { "x": 3.55, "y": 0.99949805975841 }, { "x": 3.6, "y": 0.99954296278697 }, { "x": 3.65, "y": 0.99958360082859 }, { "x": 3.7, "y": 0.99962040234434 }, { "x": 3.75, "y": 0.99965375043775 }, { "x": 3.8, "y": 0.99968398789633 }, { "x": 3.85, "y": 0.99971142164691 }, { "x": 3.9, "y": 0.99973632669573 }, { "x": 3.94999999999999, "y": 0.99975894961543 }, { "x": 3.99999999999999, "y": 0.99977951163325 } ] }, { "id": 1189, "curve_id": "E7.15", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Expressway", "ci_detail": "In mountainous regions in rural areas, embankment heights of 5-10 m", "source_type": "Peer-reviewed", "source_abbrev": "Maruyama et al. (2010)", "source_detail": "Maruyama, Y., Yamazaki, F., Mizuno, K., Tsuchiya, Y., and Yogai, H.: Fragility curves for expressway embankments based on damage datasets after recent earthquakes in Japan, Soil Dynamics and Earthquake Engineering, 30, 1158–1167, https://doi.org/10.1016/j.soildyn.2010.04.024, 2010.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "figure_given", "mu": 4.1307236242664285, "sigma": 0.16194244620133577, "method": "Curve fitting", "mu_sigma_quality": 0.999107086348039, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.131, σ=0.162, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: figure_given; Source provides original data points", "intensity_measure": "Peak Ground Velocity", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Japan", "hazard_type": "Earthquake", "num_points": 141, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0.004 }, { "x": 47, "y": 0.034 }, { "x": 48, "y": 0.065 }, { "x": 49, "y": 0.096 }, { "x": 50, "y": 0.126 }, { "x": 51, "y": 0.157 }, { "x": 52, "y": 0.284 }, { "x": 53, "y": 0.468 }, { "x": 54, "y": 0.652 }, { "x": 55, "y": 0.778 }, { "x": 56, "y": 0.895 }, { "x": 57, "y": 1.012 }, { "x": 58, "y": 1.129 }, { "x": 59, "y": 1.261 }, { "x": 60, "y": 1.404 }, { "x": 61, "y": 1.548 }, { "x": 62, "y": 1.689 }, { "x": 63, "y": 1.781 }, { "x": 64, "y": 1.873 }, { "x": 65, "y": 1.965 }, { "x": 66, "y": 2.057 }, { "x": 67, "y": 2.149 }, { "x": 68, "y": 2.23 }, { "x": 69, "y": 2.302 }, { "x": 70, "y": 2.374 }, { "x": 71, "y": 2.445 }, { "x": 72, "y": 2.517 }, { "x": 73, "y": 2.594 }, { "x": 74, "y": 2.672 }, { "x": 75, "y": 2.75 }, { "x": 76, "y": 2.828 }, { "x": 77, "y": 2.883 }, { "x": 78, "y": 2.916 }, { "x": 79, "y": 2.949 }, { "x": 80, "y": 2.982 }, { "x": 81, "y": 3.015 }, { "x": 82, "y": 3.044 }, { "x": 83, "y": 3.068 }, { "x": 84, "y": 3.092 }, { "x": 85, "y": 3.116 }, { "x": 86, "y": 3.14 }, { "x": 87, "y": 3.163 }, { "x": 88, "y": 3.187 }, { "x": 89, "y": 3.197 }, { "x": 90, "y": 3.197 }, { "x": 91, "y": 3.197 }, { "x": 92, "y": 3.197 }, { "x": 93, "y": 3.197 }, { "x": 94, "y": 3.197 }, { "x": 95, "y": 3.197 }, { "x": 96, "y": 3.197 }, { "x": 97, "y": 3.197 }, { "x": 98, "y": 3.197 }, { "x": 99, "y": 3.197 }, { "x": 100, "y": 3.197 }, { "x": 101, "y": 3.197 }, { "x": 102, "y": 3.197 }, { "x": 103, "y": 3.197 }, { "x": 104, "y": 3.197 }, { "x": 105, "y": 3.197 }, { "x": 106, "y": 3.197 }, { "x": 107, "y": 3.197 }, { "x": 108, "y": 3.197 }, { "x": 109, "y": 3.197 }, { "x": 110, "y": 3.197 }, { "x": 111, "y": 3.197 }, { "x": 112, "y": 3.197 }, { "x": 113, "y": 3.197 }, { "x": 114, "y": 3.197 }, { "x": 115, "y": 3.197 }, { "x": 116, "y": 3.197 }, { "x": 117, "y": 3.197 }, { "x": 118, "y": 3.197 }, { "x": 119, "y": 3.197 }, { "x": 120, "y": 3.197 }, { "x": 121, "y": 3.197 }, { "x": 122, "y": 3.197 }, { "x": 123, "y": 3.197 }, { "x": 124, "y": 3.197 }, { "x": 125, "y": 3.197 }, { "x": 126, "y": 3.197 }, { "x": 127, "y": 3.197 }, { "x": 128, "y": 3.197 }, { "x": 129, "y": 3.197 }, { "x": 130, "y": 3.197 }, { "x": 131, "y": 3.197 }, { "x": 132, "y": 3.197 }, { "x": 133, "y": 3.197 }, { "x": 134, "y": 3.197 }, { "x": 135, "y": 3.197 }, { "x": 136, "y": 3.197 }, { "x": 137, "y": 3.197 }, { "x": 138, "y": 3.197 }, { "x": 139, "y": 3.197 }, { "x": 140, "y": 3.197 } ] }, { "id": 1190, "curve_id": "E8.1", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Anchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.598806941684664, "sigma": 0.74767312041072409, "method": "Curve fitting", "mu_sigma_quality": 0.999910322689654, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.599, σ=0.748, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00017496381155 }, { "x": 0.1, "y": 0.00773152928956 }, { "x": 0.15, "y": 0.0350648353758 }, { "x": 0.2, "y": 0.08056491478672 }, { "x": 0.25, "y": 0.13824230124915 }, { "x": 0.3, "y": 0.20269480525787 }, { "x": 0.35, "y": 0.26936362125556 }, { "x": 0.4, "y": 0.33477560348028 }, { "x": 0.45, "y": 0.39666394135042 }, { "x": 0.5, "y": 0.4538137813199 }, { "x": 0.55, "y": 0.50577534985242 }, { "x": 0.6, "y": 0.55258263644662 }, { "x": 0.65, "y": 0.5945370357095 }, { "x": 0.7, "y": 0.63206265562199 }, { "x": 0.75, "y": 0.66561899752699 }, { "x": 0.8, "y": 0.69565317794 }, { "x": 0.85, "y": 0.72257694351252 }, { "x": 0.9, "y": 0.74675810722899 }, { "x": 0.95, "y": 0.7685197585323 }, { "x": 1, "y": 0.78814325941191 }, { "x": 1.05, "y": 0.80587276795043 }, { "x": 1.1, "y": 0.82192008817788 }, { "x": 1.15, "y": 0.83646926062979 }, { "x": 1.2, "y": 0.84968064993696 }, { "x": 1.25, "y": 0.86169446557837 }, { "x": 1.3, "y": 0.87263373930436 }, { "x": 1.35, "y": 0.88260681949798 }, { "x": 1.4, "y": 0.89170945313738 }, { "x": 1.45, "y": 0.90002652367206 }, { "x": 1.5, "y": 0.90763350540763 }, { "x": 1.55, "y": 0.91459768571924 }, { "x": 1.6, "y": 0.92097919741519 }, { "x": 1.65, "y": 0.92683189561642 }, { "x": 1.7, "y": 0.93220410682677 }, { "x": 1.75, "y": 0.93713927240463 }, { "x": 1.8, "y": 0.94167650426216 }, { "x": 1.85, "y": 0.94585106713594 }, { "x": 1.9, "y": 0.94969479902251 }, { "x": 1.95, "y": 0.95323647920233 }, { "x": 2, "y": 0.95650215156271 }, { "x": 2.05, "y": 0.95951540957376 }, { "x": 2.1, "y": 0.96229764819101 }, { "x": 2.15, "y": 0.9648682870943 }, { "x": 2.2, "y": 0.96724496897528 }, { "x": 2.25, "y": 0.96944373601995 }, { "x": 2.3, "y": 0.97147918726959 }, { "x": 2.35, "y": 0.97336461916128 }, { "x": 2.4, "y": 0.97511215123196 }, { "x": 2.45, "y": 0.97673283870408 }, { "x": 2.5, "y": 0.97823677344714 }, { "x": 2.55, "y": 0.97963317461916 }, { "x": 2.6, "y": 0.98093047013035 }, { "x": 2.65, "y": 0.98213636993183 }, { "x": 2.7, "y": 0.98325793201246 }, { "x": 2.75, "y": 0.98430162188333 }, { "x": 2.8, "y": 0.98527336623867 }, { "x": 2.85, "y": 0.98617860140392 }, { "x": 2.9, "y": 0.98702231711228 }, { "x": 2.95, "y": 0.9878090960914 }, { "x": 3, "y": 0.98854314988795 }, { "x": 3.05, "y": 0.98922835131209 }, { "x": 3.1, "y": 0.98986826384162 }, { "x": 3.15, "y": 0.99046616828998 }, { "x": 3.2, "y": 0.99102508700928 }, { "x": 3.25, "y": 0.99154780587148 }, { "x": 3.3, "y": 0.99203689424496 }, { "x": 3.35, "y": 0.99249472316151 }, { "x": 3.4, "y": 0.99292348184833 }, { "x": 3.45, "y": 0.99332519278204 }, { "x": 3.5, "y": 0.99370172540547 }, { "x": 3.55, "y": 0.99405480863394 }, { "x": 3.6, "y": 0.9943860422649 }, { "x": 3.65, "y": 0.99469690739352 }, { "x": 3.7, "y": 0.9949887759266 }, { "x": 3.75, "y": 0.995262919278 }, { "x": 3.8, "y": 0.99552051632085 }, { "x": 3.85, "y": 0.99576266066414 }, { "x": 3.9, "y": 0.99599036731516 }, { "x": 3.94999999999999, "y": 0.99620457878286 }, { "x": 3.99999999999999, "y": 0.99640617067245 } ] }, { "id": 1191, "curve_id": "E8.10", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Light rail DC power substation", "ci_detail": "Unanchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.724223248995263, "sigma": 1.221259155705084, "method": "Curve fitting", "mu_sigma_quality": 0.99656168821926172, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.724, σ=1.221, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00873602928014 }, { "x": 0.1, "y": 0.07026585603048 }, { "x": 0.15, "y": 0.15320584304122 }, { "x": 0.2, "y": 0.24126334476434 }, { "x": 0.25, "y": 0.31979955096034 }, { "x": 0.3, "y": 0.38178606973575 }, { "x": 0.35, "y": 0.42889554916592 }, { "x": 0.4, "y": 0.46554777449615 }, { "x": 0.45, "y": 0.49560290576515 }, { "x": 0.5, "y": 0.52162808558553 }, { "x": 0.55, "y": 0.54512658600608 }, { "x": 0.6, "y": 0.56691733515303 }, { "x": 0.65, "y": 0.58742697992056 }, { "x": 0.7, "y": 0.60687261699556 }, { "x": 0.75, "y": 0.62536548585994 }, { "x": 0.8, "y": 0.64296643656186 }, { "x": 0.85, "y": 0.65971426756665 }, { "x": 0.9, "y": 0.67563951702008 }, { "x": 0.95, "y": 0.69077072532902 }, { "x": 1, "y": 0.70513693335502 }, { "x": 1.05, "y": 0.71876838138279 }, { "x": 1.1, "y": 0.73169641025871 }, { "x": 1.15, "y": 0.74395306048939 }, { "x": 1.2, "y": 0.75557060433715 }, { "x": 1.25, "y": 0.76658111395045 }, { "x": 1.3, "y": 0.77701610345714 }, { "x": 1.35, "y": 0.78690625217324 }, { "x": 1.4, "y": 0.79628120265348 }, { "x": 1.45, "y": 0.80516942243835 }, { "x": 1.5, "y": 0.81359811752289 }, { "x": 1.55, "y": 0.82159318650492 }, { "x": 1.6, "y": 0.82917920593697 }, { "x": 1.65, "y": 0.83637943907536 }, { "x": 1.7, "y": 0.84321586175755 }, { "x": 1.75, "y": 0.84970920046329 }, { "x": 1.8, "y": 0.85587897871181 }, { "x": 1.85, "y": 0.86174356883495 }, { "x": 1.9, "y": 0.86732024687369 }, { "x": 1.95, "y": 0.87262524890296 }, { "x": 2, "y": 0.87767382752613 }, { "x": 2.05, "y": 0.88248030761899 }, { "x": 2.1, "y": 0.88705814066559 }, { "x": 2.15, "y": 0.89141995722902 }, { "x": 2.2, "y": 0.89557761725446 }, { "x": 2.25, "y": 0.89954225801821 }, { "x": 2.3, "y": 0.90332433962474 }, { "x": 2.35, "y": 0.90693368801872 }, { "x": 2.4, "y": 0.9103795355278 }, { "x": 2.45, "y": 0.91367055898633 }, { "x": 2.5, "y": 0.91681491551482 }, { "x": 2.55, "y": 0.91982027604674 }, { "x": 2.6, "y": 0.92269385670472 }, { "x": 2.65, "y": 0.92544244813465 }, { "x": 2.7, "y": 0.9280724429085 }, { "x": 2.75, "y": 0.93058986110733 }, { "x": 2.8, "y": 0.93300037419397 }, { "x": 2.85, "y": 0.93530932728218 }, { "x": 2.9, "y": 0.93752175990499 }, { "x": 2.95, "y": 0.93964242538067 }, { "x": 3, "y": 0.94167580886989 }, { "x": 3.05, "y": 0.9436261442125 }, { "x": 3.1, "y": 0.94549742962741 }, { "x": 3.15, "y": 0.94729344235404 }, { "x": 3.2, "y": 0.94901775230866 }, { "x": 3.25, "y": 0.95067373482451 }, { "x": 3.3, "y": 0.95226458253977 }, { "x": 3.35, "y": 0.95379331649305 }, { "x": 3.4, "y": 0.95526279648236 }, { "x": 3.45, "y": 0.95667573073895 }, { "x": 3.5, "y": 0.95803468496451 }, { "x": 3.55, "y": 0.95934209077613 }, { "x": 3.6, "y": 0.96060025360066 }, { "x": 3.65, "y": 0.96181136005695 }, { "x": 3.7, "y": 0.96297748486162 }, { "x": 3.75, "y": 0.9641005972915 }, { "x": 3.8, "y": 0.96518256723358 }, { "x": 3.85, "y": 0.96622517085073 }, { "x": 3.9, "y": 0.96723009588981 }, { "x": 3.94999999999999, "y": 0.96819894665657 }, { "x": 3.99999999999999, "y": 0.96913324868011 } ] }, { "id": 1192, "curve_id": "E8.2", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Anchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.77567830901836, "sigma": 0.90665956144039617, "method": "Curve fitting", "mu_sigma_quality": 0.99841153747986944, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.776, σ=0.907, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00845520505893 }, { "x": 0.1, "y": 0.06179415777609 }, { "x": 0.15, "y": 0.13180983786482 }, { "x": 0.2, "y": 0.20303014334827 }, { "x": 0.25, "y": 0.27084721424482 }, { "x": 0.3, "y": 0.33304981012852 }, { "x": 0.35, "y": 0.38918557012356 }, { "x": 0.4, "y": 0.43974338367579 }, { "x": 0.45, "y": 0.48547934111897 }, { "x": 0.5, "y": 0.52709615760176 }, { "x": 0.55, "y": 0.56515183274472 }, { "x": 0.6, "y": 0.60006687502417 }, { "x": 0.65, "y": 0.63215923356245 }, { "x": 0.7, "y": 0.66167840271028 }, { "x": 0.75, "y": 0.68883069978733 }, { "x": 0.8, "y": 0.71379566003078 }, { "x": 0.85, "y": 0.73673573684204 }, { "x": 0.9, "y": 0.757801586767 }, { "x": 0.95, "y": 0.77713469315959 }, { "x": 1, "y": 0.7948685124271 }, { "x": 1.05, "y": 0.81112887905652 }, { "x": 1.1, "y": 0.82603409719571 }, { "x": 1.15, "y": 0.83969494972724 }, { "x": 1.2, "y": 0.85221473713612 }, { "x": 1.25, "y": 0.86368939073701 }, { "x": 1.3, "y": 0.87420766858199 }, { "x": 1.35, "y": 0.88385142478537 }, { "x": 1.4, "y": 0.89269593599398 }, { "x": 1.45, "y": 0.90081026738539 }, { "x": 1.5, "y": 0.90825766200897 }, { "x": 1.55, "y": 0.91509593986237 }, { "x": 1.6, "y": 0.9213778959417 }, { "x": 1.65, "y": 0.92715168917849 }, { "x": 1.7, "y": 0.9324612164923 }, { "x": 1.75, "y": 0.93734646809163 }, { "x": 1.8, "y": 0.94184386166272 }, { "x": 1.85, "y": 0.94598655424191 }, { "x": 1.9, "y": 0.94980473142963 }, { "x": 1.95, "y": 0.95332587422691 }, { "x": 2, "y": 0.9565750042107 }, { "x": 2.05, "y": 0.95957490805315 }, { "x": 2.1, "y": 0.96234634256831 }, { "x": 2.15, "y": 0.96490822156642 }, { "x": 2.2, "y": 0.96727778583155 }, { "x": 2.25, "y": 0.9694707575319 }, { "x": 2.3, "y": 0.97150148033583 }, { "x": 2.35, "y": 0.97338304645048 }, { "x": 2.4, "y": 0.97512741173203 }, { "x": 2.45, "y": 0.9767454999415 }, { "x": 2.5, "y": 0.97824729714246 }, { "x": 2.55, "y": 0.97964193715942 }, { "x": 2.6, "y": 0.98093777893972 }, { "x": 2.65, "y": 0.98214247658964 }, { "x": 2.7, "y": 0.98326304278642 }, { "x": 2.75, "y": 0.9843059062043 }, { "x": 2.8, "y": 0.98527696353301 }, { "x": 2.85, "y": 0.98618162661241 }, { "x": 2.9, "y": 0.98702486515695 }, { "x": 2.95, "y": 0.98781124549753 }, { "x": 3, "y": 0.98854496572671 }, { "x": 3.05, "y": 0.98922988759558 }, { "x": 3.1, "y": 0.98986956547585 }, { "x": 3.15, "y": 0.99046727267009 }, { "x": 3.2, "y": 0.99102602532506 }, { "x": 3.25, "y": 0.99154860417741 }, { "x": 3.3, "y": 0.99203757433895 }, { "x": 3.35, "y": 0.9924953033076 }, { "x": 3.4, "y": 0.99292397737213 }, { "x": 3.45, "y": 0.99332561656209 }, { "x": 3.5, "y": 0.99370208827935 }, { "x": 3.55, "y": 0.99405511973444 }, { "x": 3.6, "y": 0.99438630929878 }, { "x": 3.65, "y": 0.99469713687294 }, { "x": 3.7, "y": 0.99498897336157 }, { "x": 3.75, "y": 0.99526308933673 }, { "x": 3.8, "y": 0.99552066296338 }, { "x": 3.85, "y": 0.99576278725404 }, { "x": 3.9, "y": 0.9959904767129 }, { "x": 3.94999999999999, "y": 0.99620467342404 }, { "x": 3.99999999999999, "y": 0.99640625263339 } ] }, { "id": 1193, "curve_id": "E8.3", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -1.02596092268776, "sigma": 0.86054769430406319, "method": "Curve fitting", "mu_sigma_quality": 0.9991416170885894, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.026, σ=0.861, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0158850924383 }, { "x": 0.1, "y": 0.08880947733728 }, { "x": 0.15, "y": 0.17553954116652 }, { "x": 0.2, "y": 0.2629052046852 }, { "x": 0.25, "y": 0.34502081240789 }, { "x": 0.3, "y": 0.41907128076613 }, { "x": 0.35, "y": 0.48470599820698 }, { "x": 0.4, "y": 0.54261652739133 }, { "x": 0.45, "y": 0.59372300346277 }, { "x": 0.5, "y": 0.63888301543909 }, { "x": 0.55, "y": 0.6788310418304 }, { "x": 0.6, "y": 0.71418999449106 }, { "x": 0.65, "y": 0.74549510739107 }, { "x": 0.7, "y": 0.77321350963102 }, { "x": 0.75, "y": 0.79775748763143 }, { "x": 0.8, "y": 0.81949310481254 }, { "x": 0.85, "y": 0.83874603944984 }, { "x": 0.9, "y": 0.85580592207528 }, { "x": 0.95, "y": 0.87092990340233 }, { "x": 1, "y": 0.88434581767298 }, { "x": 1.05, "y": 0.89625509893293 }, { "x": 1.1, "y": 0.90683550385793 }, { "x": 1.15, "y": 0.91624364987971 }, { "x": 1.2, "y": 0.92461736283206 }, { "x": 1.25, "y": 0.93207782768181 }, { "x": 1.3, "y": 0.93873154042664 }, { "x": 1.35, "y": 0.94467206473737 }, { "x": 1.4, "y": 0.94998160162535 }, { "x": 1.45, "y": 0.95473238377861 }, { "x": 1.5, "y": 0.95898790824211 }, { "x": 1.55, "y": 0.962804022045 }, { "x": 1.6, "y": 0.96622987547899 }, { "x": 1.65, "y": 0.96930875726093 }, { "x": 1.7, "y": 0.9720788249794 }, { "x": 1.75, "y": 0.97457374318669 }, { "x": 1.8, "y": 0.97682324036756 }, { "x": 1.85, "y": 0.97885359487252 }, { "x": 1.9, "y": 0.98068805879642 }, { "x": 1.95, "y": 0.98234722774289 }, { "x": 2, "y": 0.98384936345849 }, { "x": 2.05, "y": 0.98521067545417 }, { "x": 2.1, "y": 0.98644556695556 }, { "x": 2.15, "y": 0.98756684983531 }, { "x": 2.2, "y": 0.98858593257386 }, { "x": 2.25, "y": 0.98951298476276 }, { "x": 2.3, "y": 0.99035708119972 }, { "x": 2.35, "y": 0.99112632821987 }, { "x": 2.4, "y": 0.99182797455612 }, { "x": 2.45, "y": 0.99246850871642 }, { "x": 2.5, "y": 0.99305374460158 }, { "x": 2.55, "y": 0.99358889685894 }, { "x": 2.6, "y": 0.99407864726902 }, { "x": 2.65, "y": 0.99452720329182 }, { "x": 2.7, "y": 0.99493834975131 }, { "x": 2.75, "y": 0.99531549450884 }, { "x": 2.8, "y": 0.99566170886585 }, { "x": 2.85, "y": 0.99597976334021 }, { "x": 2.9, "y": 0.9962721593782 }, { "x": 2.95, "y": 0.99654115749183 }, { "x": 3, "y": 0.99678880224944 }, { "x": 3.05, "y": 0.99701694449343 }, { "x": 3.1, "y": 0.99722726111186 }, { "x": 3.15, "y": 0.99742127265058 }, { "x": 3.2, "y": 0.99760035901638 }, { "x": 3.25, "y": 0.99776577349159 }, { "x": 3.3, "y": 0.99791865525315 }, { "x": 3.35, "y": 0.99806004056619 }, { "x": 3.4, "y": 0.9981908728014 }, { "x": 3.45, "y": 0.99831201140796 }, { "x": 3.5, "y": 0.9984242399579 }, { "x": 3.55, "y": 0.99852827336438 }, { "x": 3.6, "y": 0.99862476436416 }, { "x": 3.65, "y": 0.99871430934433 }, { "x": 3.7, "y": 0.99879745358386 }, { "x": 3.75, "y": 0.99887469597272 }, { "x": 3.8, "y": 0.99894649326404 }, { "x": 3.85, "y": 0.99901326390858 }, { "x": 3.9, "y": 0.99907539151522 }, { "x": 3.94999999999999, "y": 0.99913322797644 }, { "x": 3.99999999999999, "y": 0.9991870962933 } ] }, { "id": 1194, "curve_id": "E8.4", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -1.07928189964025, "sigma": 0.9030360467223697, "method": "Curve fitting", "mu_sigma_quality": 0.99853043708876477, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.079, σ=0.903, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01827367252321 }, { "x": 0.1, "y": 0.1047929836737 }, { "x": 0.15, "y": 0.20334558338555 }, { "x": 0.2, "y": 0.29772314588091 }, { "x": 0.25, "y": 0.38006956303432 }, { "x": 0.3, "y": 0.4497469388687 }, { "x": 0.35, "y": 0.50934416005161 }, { "x": 0.4, "y": 0.56139555518882 }, { "x": 0.45, "y": 0.60758878818325 }, { "x": 0.5, "y": 0.64892989355842 }, { "x": 0.55, "y": 0.68603423068008 }, { "x": 0.6, "y": 0.71932773079491 }, { "x": 0.65, "y": 0.74915382558792 }, { "x": 0.7, "y": 0.77582110275919 }, { "x": 0.75, "y": 0.79962046246052 }, { "x": 0.8, "y": 0.82082878397947 }, { "x": 0.85, "y": 0.83970773648665 }, { "x": 0.9, "y": 0.85650161525817 }, { "x": 0.95, "y": 0.87143568750168 }, { "x": 1, "y": 0.88471543308438 }, { "x": 1.05, "y": 0.89652661953128 }, { "x": 1.1, "y": 0.90703600910731 }, { "x": 1.15, "y": 0.91639248369313 }, { "x": 1.2, "y": 0.92472840784642 }, { "x": 1.25, "y": 0.93216109548842 }, { "x": 1.3, "y": 0.93879428674364 }, { "x": 1.35, "y": 0.94471957425124 }, { "x": 1.4, "y": 0.95001774259204 }, { "x": 1.45, "y": 0.95476000163923 }, { "x": 1.5, "y": 0.95900910625871 }, { "x": 1.55, "y": 0.96282036232245 }, { "x": 1.6, "y": 0.96624252364142 }, { "x": 1.65, "y": 0.96931858707106 }, { "x": 1.7, "y": 0.97208649434962 }, { "x": 1.75, "y": 0.97457974966376 }, { "x": 1.8, "y": 0.97682796182135 }, { "x": 1.85, "y": 0.97885731947007 }, { "x": 1.9, "y": 0.98069100718157 }, { "x": 1.95, "y": 0.98234956952 }, { "x": 2, "y": 0.98385122949556 }, { "x": 2.05, "y": 0.9852121671039 }, { "x": 2.1, "y": 0.98644676299475 }, { "x": 2.15, "y": 0.98756781170793 }, { "x": 2.2, "y": 0.98858670836791 }, { "x": 2.25, "y": 0.98951361223801 }, { "x": 2.3, "y": 0.99035759010151 }, { "x": 2.35, "y": 0.99112674205354 }, { "x": 2.4, "y": 0.99182831195271 }, { "x": 2.45, "y": 0.99246878448723 }, { "x": 2.5, "y": 0.99305397055535 }, { "x": 2.55, "y": 0.99358908243699 }, { "x": 2.6, "y": 0.99407880004053 }, { "x": 2.65, "y": 0.99452732934131 }, { "x": 2.7, "y": 0.99493845398251 }, { "x": 2.75, "y": 0.99531558088392 }, { "x": 2.8, "y": 0.99566178059406 }, { "x": 2.85, "y": 0.99597982302726 }, { "x": 2.9, "y": 0.99627220914474 }, { "x": 2.95, "y": 0.99654119906768 }, { "x": 3, "y": 0.99678883704882 }, { "x": 3.05, "y": 0.99701697367502 }, { "x": 3.1, "y": 0.99722728562705 }, { "x": 3.15, "y": 0.99742129328214 }, { "x": 3.2, "y": 0.9976003764097 }, { "x": 3.25, "y": 0.99776578817982 }, { "x": 3.3, "y": 0.99791866767759 }, { "x": 3.35, "y": 0.99806005109281 }, { "x": 3.4, "y": 0.99819088173427 }, { "x": 3.45, "y": 0.99831201900017 }, { "x": 3.5, "y": 0.99842424642049 }, { "x": 3.55, "y": 0.99852827887362 }, { "x": 3.6, "y": 0.99862476906755 }, { "x": 3.65, "y": 0.99871431336549 }, { "x": 3.7, "y": 0.99879745702656 }, { "x": 3.75, "y": 0.99887469892423 }, { "x": 3.8, "y": 0.99894649579786 }, { "x": 3.85, "y": 0.99901326608668 }, { "x": 3.9, "y": 0.99907539338998 }, { "x": 3.94999999999999, "y": 0.99913322959215 }, { "x": 3.99999999999999, "y": 0.99918709768749 } ] }, { "id": 1195, "curve_id": "E8.5", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Anchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.545694200255429, "sigma": 1.0682391763069583, "method": "Curve fitting", "mu_sigma_quality": 0.999820994652301, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.546, σ=1.068, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01117521853183 }, { "x": 0.1, "y": 0.05283949199963 }, { "x": 0.15, "y": 0.10672821524657 }, { "x": 0.2, "y": 0.16386338589693 }, { "x": 0.25, "y": 0.22010598543438 }, { "x": 0.3, "y": 0.27337438008956 }, { "x": 0.35, "y": 0.32278343801588 }, { "x": 0.4, "y": 0.36812439931668 }, { "x": 0.45, "y": 0.40953529026294 }, { "x": 0.5, "y": 0.44730904859156 }, { "x": 0.55, "y": 0.48178996100309 }, { "x": 0.6, "y": 0.5133217046216 }, { "x": 0.65, "y": 0.54222377495073 }, { "x": 0.7, "y": 0.56878279813787 }, { "x": 0.75, "y": 0.5932512458715 }, { "x": 0.8, "y": 0.61584954649587 }, { "x": 0.85, "y": 0.63676951579973 }, { "x": 0.9, "y": 0.65617807585701 }, { "x": 0.95, "y": 0.67422078393786 }, { "x": 1, "y": 0.69102497956065 }, { "x": 1.05, "y": 0.70670250020934 }, { "x": 1.1, "y": 0.72135198283591 }, { "x": 1.15, "y": 0.73506079563599 }, { "x": 1.2, "y": 0.74790665234321 }, { "x": 1.25, "y": 0.75995895980092 }, { "x": 1.3, "y": 0.77127994421659 }, { "x": 1.35, "y": 0.78192559498322 }, { "x": 1.4, "y": 0.7919464585462 }, { "x": 1.45, "y": 0.80138830904743 }, { "x": 1.5, "y": 0.81029271756321 }, { "x": 1.55, "y": 0.81869753766241 }, { "x": 1.6, "y": 0.82663732166409 }, { "x": 1.65, "y": 0.83414367926136 }, { "x": 1.7, "y": 0.8412455879937 }, { "x": 1.75, "y": 0.84796966329421 }, { "x": 1.8, "y": 0.85434039442966 }, { "x": 1.85, "y": 0.86038035151985 }, { "x": 1.9, "y": 0.8661103679118 }, { "x": 1.95, "y": 0.87154970145046 }, { "x": 2, "y": 0.87671617759294 }, { "x": 2.05, "y": 0.88162631683076 }, { "x": 2.1, "y": 0.88629544849096 }, { "x": 2.15, "y": 0.89073781266455 }, { "x": 2.2, "y": 0.89496665174558 }, { "x": 2.25, "y": 0.89899429284521 }, { "x": 2.3, "y": 0.90283222216295 }, { "x": 2.35, "y": 0.90649115224575 }, { "x": 2.4, "y": 0.90998108293854 }, { "x": 2.45, "y": 0.91331135672259 }, { "x": 2.5, "y": 0.91649070904789 }, { "x": 2.55, "y": 0.91952731418875 }, { "x": 2.6, "y": 0.92242882708642 }, { "x": 2.65, "y": 0.92520242158644 }, { "x": 2.7, "y": 0.92785482543003 }, { "x": 2.75, "y": 0.93039235231775 }, { "x": 2.8, "y": 0.93282093132684 }, { "x": 2.85, "y": 0.93514613393321 }, { "x": 2.9, "y": 0.93737319886103 }, { "x": 2.95, "y": 0.93950705495954 }, { "x": 3, "y": 0.94155234228536 }, { "x": 3.05, "y": 0.94351343155046 }, { "x": 3.1, "y": 0.94539444207954 }, { "x": 3.15, "y": 0.94719925840621 }, { "x": 3.2, "y": 0.94893154562478 }, { "x": 3.25, "y": 0.95059476360291 }, { "x": 3.3, "y": 0.95219218015059 }, { "x": 3.35, "y": 0.95372688323165 }, { "x": 3.4, "y": 0.95520179229621 }, { "x": 3.45, "y": 0.95661966880518 }, { "x": 3.5, "y": 0.95798312601147 }, { "x": 3.55, "y": 0.95929463805676 }, { "x": 3.6, "y": 0.96055654843763 }, { "x": 3.65, "y": 0.96177107788984 }, { "x": 3.7, "y": 0.96294033173572 }, { "x": 3.75, "y": 0.96406630673535 }, { "x": 3.8, "y": 0.96515089747915 }, { "x": 3.85, "y": 0.9661959023561 }, { "x": 3.9, "y": 0.96720302912907 }, { "x": 3.94999999999999, "y": 0.96817390014605 }, { "x": 3.99999999999999, "y": 0.96911005721395 } ] }, { "id": 1196, "curve_id": "E8.6", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Anchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.726260030884276, "sigma": 1.0945394414330951, "method": "Curve fitting", "mu_sigma_quality": 0.99873748719487909, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.726, σ=1.095, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00613599205716 }, { "x": 0.1, "y": 0.05920621212495 }, { "x": 0.15, "y": 0.13333643216819 }, { "x": 0.2, "y": 0.21001690134692 }, { "x": 0.25, "y": 0.28296165801253 }, { "x": 0.3, "y": 0.34759741502589 }, { "x": 0.35, "y": 0.402579572186 }, { "x": 0.4, "y": 0.44884854097916 }, { "x": 0.45, "y": 0.48813719507342 }, { "x": 0.5, "y": 0.52212066625191 }, { "x": 0.55, "y": 0.55212327277452 }, { "x": 0.6, "y": 0.57909886490087 }, { "x": 0.65, "y": 0.6037038844075 }, { "x": 0.7, "y": 0.62638236211562 }, { "x": 0.75, "y": 0.64743577765865 }, { "x": 0.8, "y": 0.66707332639522 }, { "x": 0.85, "y": 0.68544567351951 }, { "x": 0.9, "y": 0.70266669712469 }, { "x": 0.95, "y": 0.71882711186963 }, { "x": 1, "y": 0.73400283510936 }, { "x": 1.05, "y": 0.74826004391596 }, { "x": 1.1, "y": 0.76165819261556 }, { "x": 1.15, "y": 0.77425179535545 }, { "x": 1.2, "y": 0.78609147350778 }, { "x": 1.25, "y": 0.79722457354002 }, { "x": 1.3, "y": 0.80769553953039 }, { "x": 1.35, "y": 0.81754614959359 }, { "x": 1.4, "y": 0.82681567982081 }, { "x": 1.45, "y": 0.83554103183077 }, { "x": 1.5, "y": 0.84375684367758 }, { "x": 1.55, "y": 0.8514955943059 }, { "x": 1.6, "y": 0.85878770628931 }, { "x": 1.65, "y": 0.86566164858197 }, { "x": 1.7, "y": 0.87214403944708 }, { "x": 1.75, "y": 0.87825974899085 }, { "x": 1.8, "y": 0.8840320004593 }, { "x": 1.85, "y": 0.88948246943291 }, { "x": 1.9, "y": 0.89463138015178 }, { "x": 1.95, "y": 0.89949759835278 }, { "x": 2, "y": 0.90409872015745 }, { "x": 2.05, "y": 0.90845115669826 }, { "x": 2.1, "y": 0.91257021429958 }, { "x": 2.15, "y": 0.91647017013718 }, { "x": 2.2, "y": 0.92016434338582 }, { "x": 2.25, "y": 0.9236651619308 }, { "x": 2.3, "y": 0.92698422476911 }, { "x": 2.35, "y": 0.93013236026108 }, { "x": 2.4, "y": 0.93311968041791 }, { "x": 2.45, "y": 0.93595563142549 }, { "x": 2.5, "y": 0.93864904061253 }, { "x": 2.55, "y": 0.94120816007412 }, { "x": 2.6, "y": 0.94364070715944 }, { "x": 2.65, "y": 0.94595390202841 }, { "x": 2.7, "y": 0.94815450247453 }, { "x": 2.75, "y": 0.95024883620336 }, { "x": 2.8, "y": 0.95224283074651 }, { "x": 2.85, "y": 0.9541420411813 }, { "x": 2.9, "y": 0.95595167581618 }, { "x": 2.95, "y": 0.95767661999197 }, { "x": 3, "y": 0.9593214581392 }, { "x": 3.05, "y": 0.96089049422205 }, { "x": 3.1, "y": 0.9623877706906 }, { "x": 3.15, "y": 0.9638170860539 }, { "x": 3.2, "y": 0.9651820111785 }, { "x": 3.25, "y": 0.96648590440912 }, { "x": 3.3, "y": 0.96773192560082 }, { "x": 3.35, "y": 0.96892304914539 }, { "x": 3.4, "y": 0.97006207606805 }, { "x": 3.45, "y": 0.97115164526511 }, { "x": 3.5, "y": 0.97219424394724 }, { "x": 3.55, "y": 0.97319221734836 }, { "x": 3.6, "y": 0.97414777775542 }, { "x": 3.65, "y": 0.9750630129097 }, { "x": 3.7, "y": 0.97593989382688 }, { "x": 3.75, "y": 0.97678028207876 }, { "x": 3.8, "y": 0.97758593657683 }, { "x": 3.85, "y": 0.97835851989417 }, { "x": 3.9, "y": 0.97909960415972 }, { "x": 3.94999999999999, "y": 0.97981067655616 }, { "x": 3.99999999999999, "y": 0.98049314445022 } ] }, { "id": 1197, "curve_id": "E8.7", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Unanchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.647770965562197, "sigma": 1.1476560272587983, "method": "Curve fitting", "mu_sigma_quality": 0.99887840106162729, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.648, σ=1.148, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00635427458386 }, { "x": 0.1, "y": 0.05437412799633 }, { "x": 0.15, "y": 0.12456478208865 }, { "x": 0.2, "y": 0.19791339255804 }, { "x": 0.25, "y": 0.26670575010454 }, { "x": 0.3, "y": 0.32754982648771 }, { "x": 0.35, "y": 0.37987297117387 }, { "x": 0.4, "y": 0.42457111528145 }, { "x": 0.45, "y": 0.46300574983061 }, { "x": 0.5, "y": 0.49649165792366 }, { "x": 0.55, "y": 0.52611271649761 }, { "x": 0.6, "y": 0.55269809897948 }, { "x": 0.65, "y": 0.57685908763636 }, { "x": 0.7, "y": 0.59903942059654 }, { "x": 0.75, "y": 0.61956089592177 }, { "x": 0.8, "y": 0.63865919997344 }, { "x": 0.85, "y": 0.65651016518637 }, { "x": 0.9, "y": 0.67324828007624 }, { "x": 0.95, "y": 0.68897943996541 }, { "x": 1, "y": 0.70378960978348 }, { "x": 1.05, "y": 0.71775066376363 }, { "x": 1.1, "y": 0.7309243086765 }, { "x": 1.15, "y": 0.74336472038308 }, { "x": 1.2, "y": 0.75512032274685 }, { "x": 1.25, "y": 0.76623499754191 }, { "x": 1.3, "y": 0.77674891791078 }, { "x": 1.35, "y": 0.78669913307581 }, { "x": 1.4, "y": 0.79611998863422 }, { "x": 1.45, "y": 0.80504343793485 }, { "x": 1.5, "y": 0.81349928095326 }, { "x": 1.55, "y": 0.82151535449719 }, { "x": 1.6, "y": 0.82911768929806 }, { "x": 1.65, "y": 0.83633064411847 }, { "x": 1.7, "y": 0.84317702345925 }, { "x": 1.75, "y": 0.84967818314089 }, { "x": 1.8, "y": 0.85585412653809 }, { "x": 1.85, "y": 0.86172359328226 }, { "x": 1.9, "y": 0.86730414163027 }, { "x": 1.95, "y": 0.87261222530642 }, { "x": 2, "y": 0.87766326537958 }, { "x": 2.05, "y": 0.88247171758486 }, { "x": 2.1, "y": 0.88705113540636 }, { "x": 2.15, "y": 0.8914142291811 }, { "x": 2.2, "y": 0.89557292145056 }, { "x": 2.25, "y": 0.89953839876619 }, { "x": 2.3, "y": 0.90332116014249 }, { "x": 2.35, "y": 0.90693106234302 }, { "x": 2.4, "y": 0.91037736217803 }, { "x": 2.45, "y": 0.91366875598718 }, { "x": 2.5, "y": 0.91681341647462 }, { "x": 2.55, "y": 0.9198190270584 }, { "x": 2.6, "y": 0.92269281388983 }, { "x": 2.65, "y": 0.9254415756916 }, { "x": 2.7, "y": 0.9280717115571 }, { "x": 2.75, "y": 0.93058924684599 }, { "x": 2.8, "y": 0.93299985730407 }, { "x": 2.85, "y": 0.93530889152844 }, { "x": 2.9, "y": 0.93752139189165 }, { "x": 2.95, "y": 0.9396421140319 }, { "x": 3, "y": 0.94167554500942 }, { "x": 3.05, "y": 0.94362592022274 }, { "x": 3.1, "y": 0.94549723917245 }, { "x": 3.15, "y": 0.94729328015402 }, { "x": 3.2, "y": 0.9490176139556 }, { "x": 3.25, "y": 0.9506736166317 }, { "x": 3.3, "y": 0.95226448141825 }, { "x": 3.35, "y": 0.95379322985025 }, { "x": 3.4, "y": 0.95526272213862 }, { "x": 3.45, "y": 0.95667566685873 }, { "x": 3.5, "y": 0.95803462999953 }, { "x": 3.55, "y": 0.95934204341837 }, { "x": 3.6, "y": 0.96060021274334 }, { "x": 3.65, "y": 0.96181132476213 }, { "x": 3.7, "y": 0.96297745433326 }, { "x": 3.75, "y": 0.96410057085302 }, { "x": 3.8, "y": 0.96518254430909 }, { "x": 3.85, "y": 0.96622515094936 }, { "x": 3.9, "y": 0.96723007859257 }, { "x": 3.94999999999999, "y": 0.96819893160537 }, { "x": 3.99999999999999, "y": 0.96913323556847 } ] }, { "id": 1198, "curve_id": "E8.8", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Dispatch facility", "ci_detail": "Unanchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.72643388072412, "sigma": 1.2235982804715357, "method": "Curve fitting", "mu_sigma_quality": 0.99642967862483178, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.726, σ=1.224, R²=0.996; Mu/sigma can be used for reconstruction (quality: 0.996); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00610628502641 }, { "x": 0.1, "y": 0.06902383493852 }, { "x": 0.15, "y": 0.156534137785 }, { "x": 0.2, "y": 0.24484981635717 }, { "x": 0.25, "y": 0.32223754809648 }, { "x": 0.3, "y": 0.38321220749223 }, { "x": 0.35, "y": 0.42968381690156 }, { "x": 0.4, "y": 0.46597559223197 }, { "x": 0.45, "y": 0.49583502025327 }, { "x": 0.5, "y": 0.52175509882599 }, { "x": 0.55, "y": 0.54519699262456 }, { "x": 0.6, "y": 0.56695695398643 }, { "x": 0.65, "y": 0.58744963005635 }, { "x": 0.7, "y": 0.60688577447994 }, { "x": 0.75, "y": 0.62537324992982 }, { "x": 0.8, "y": 0.64297108823106 }, { "x": 0.85, "y": 0.65971709551272 }, { "x": 0.9, "y": 0.67564126041179 }, { "x": 0.95, "y": 0.69077181449358 }, { "x": 1, "y": 0.70513762245729 }, { "x": 1.05, "y": 0.71876882263999 }, { "x": 1.1, "y": 0.73169669605489 }, { "x": 1.15, "y": 0.74395324761352 }, { "x": 1.2, "y": 0.7555707281251 }, { "x": 1.25, "y": 0.76658119664611 }, { "x": 1.3, "y": 0.77701615921898 }, { "x": 1.35, "y": 0.78690629010899 }, { "x": 1.4, "y": 0.79628122868127 }, { "x": 1.45, "y": 0.80516944044089 }, { "x": 1.5, "y": 0.81359813007106 }, { "x": 1.55, "y": 0.82159319531599 }, { "x": 1.6, "y": 0.82917921216773 }, { "x": 1.65, "y": 0.8363794435113 }, { "x": 1.7, "y": 0.84321586493619 }, { "x": 1.75, "y": 0.84970920275517 }, { "x": 1.8, "y": 0.8558789803742 }, { "x": 1.85, "y": 0.86174357004767 }, { "x": 1.9, "y": 0.86732024776325 }, { "x": 1.95, "y": 0.87262524955895 }, { "x": 2, "y": 0.87767382801234 }, { "x": 2.05, "y": 0.88248030798115 }, { "x": 2.1, "y": 0.88705814093662 }, { "x": 2.15, "y": 0.89141995743279 }, { "x": 2.2, "y": 0.89557761740833 }, { "x": 2.25, "y": 0.89954225813491 }, { "x": 2.3, "y": 0.90332433971361 }, { "x": 2.35, "y": 0.90693368808666 }, { "x": 2.4, "y": 0.91037953557994 }, { "x": 2.45, "y": 0.9136705590265 }, { "x": 2.5, "y": 0.91681491554588 }, { "x": 2.55, "y": 0.91982027607084 }, { "x": 2.6, "y": 0.92269385672349 }, { "x": 2.65, "y": 0.92544244814931 }, { "x": 2.7, "y": 0.92807244291999 }, { "x": 2.75, "y": 0.93058986111636 }, { "x": 2.8, "y": 0.93300037420109 }, { "x": 2.85, "y": 0.93530932728781 }, { "x": 2.9, "y": 0.93752175990945 }, { "x": 2.95, "y": 0.93964242538422 }, { "x": 3, "y": 0.94167580887272 }, { "x": 3.05, "y": 0.94362614421476 }, { "x": 3.1, "y": 0.94549742962923 }, { "x": 3.15, "y": 0.9472934423555 }, { "x": 3.2, "y": 0.94901775230983 }, { "x": 3.25, "y": 0.95067373482546 }, { "x": 3.3, "y": 0.95226458254053 }, { "x": 3.35, "y": 0.95379331649368 }, { "x": 3.4, "y": 0.95526279648286 }, { "x": 3.45, "y": 0.95667573073936 }, { "x": 3.5, "y": 0.95803468496485 }, { "x": 3.55, "y": 0.9593420907764 }, { "x": 3.6, "y": 0.96060025360089 }, { "x": 3.65, "y": 0.96181136005714 }, { "x": 3.7, "y": 0.96297748486177 }, { "x": 3.75, "y": 0.96410059729163 }, { "x": 3.8, "y": 0.96518256723368 }, { "x": 3.85, "y": 0.96622517085081 }, { "x": 3.9, "y": 0.96723009588988 }, { "x": 3.94999999999999, "y": 0.96819894665663 }, { "x": 3.99999999999999, "y": 0.96913324868016 } ] }, { "id": 1199, "curve_id": "E8.9", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Light rail DC power substation", "ci_detail": "Anchored components", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.668619918351804, "sigma": 1.1661850270825687, "method": "Curve fitting", "mu_sigma_quality": 0.99847373053644584, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.669, σ=1.166, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00848807641701 }, { "x": 0.1, "y": 0.06087208393041 }, { "x": 0.15, "y": 0.1302437133618 }, { "x": 0.2, "y": 0.20443105797621 }, { "x": 0.25, "y": 0.27607601117194 }, { "x": 0.3, "y": 0.3394222826887 }, { "x": 0.35, "y": 0.39278740344763 }, { "x": 0.4, "y": 0.43715166022877 }, { "x": 0.45, "y": 0.47437912173359 }, { "x": 0.5, "y": 0.50626694315253 }, { "x": 0.55, "y": 0.53422925978655 }, { "x": 0.6, "y": 0.55927907352492 }, { "x": 0.65, "y": 0.58210836935195 }, { "x": 0.7, "y": 0.60317993356787 }, { "x": 0.75, "y": 0.62280252395829 }, { "x": 0.8, "y": 0.64118497626728 }, { "x": 0.85, "y": 0.65847265319002 }, { "x": 0.9, "y": 0.67477105508471 }, { "x": 0.95, "y": 0.69016072952946 }, { "x": 1, "y": 0.70470651765362 }, { "x": 1.05, "y": 0.71846320861 }, { "x": 1.1, "y": 0.73147895706035 }, { "x": 1.15, "y": 0.74379732740724 }, { "x": 1.2, "y": 0.75545850594306 }, { "x": 1.25, "y": 0.7665000156279 }, { "x": 1.3, "y": 0.77695713824525 }, { "x": 1.35, "y": 0.78686316782384 }, { "x": 1.4, "y": 0.79624956935968 }, { "x": 1.45, "y": 0.80514608638545 }, { "x": 1.5, "y": 0.81358082245204 }, { "x": 1.55, "y": 0.82158031049778 }, { "x": 1.6, "y": 0.82916957751883 }, { "x": 1.65, "y": 0.83637220814534 }, { "x": 1.7, "y": 0.84321040858012 }, { "x": 1.75, "y": 0.84970507119924 }, { "x": 1.8, "y": 0.85587583953812 }, { "x": 1.85, "y": 0.86174117314388 }, { "x": 1.9, "y": 0.86731841171629 }, { "x": 1.95, "y": 0.87262383799606 }, { "x": 2, "y": 0.87767273894017 }, { "x": 2.05, "y": 0.88247946481891 }, { "x": 2.1, "y": 0.88705748596407 }, { "x": 2.15, "y": 0.89141944698267 }, { "x": 2.2, "y": 0.89557721832473 }, { "x": 2.25, "y": 0.89954194515371 }, { "x": 2.3, "y": 0.90332409351753 }, { "x": 2.35, "y": 0.90693349385569 }, { "x": 2.4, "y": 0.91037938190698 }, { "x": 2.45, "y": 0.91367043710327 }, { "x": 2.5, "y": 0.91681481854963 }, { "x": 2.55, "y": 0.91982019870068 }, { "x": 2.6, "y": 0.92269379484869 }, { "x": 2.65, "y": 0.92544239854169 }, { "x": 2.7, "y": 0.92807240304956 }, { "x": 2.75, "y": 0.93058982899485 }, { "x": 2.8, "y": 0.93300034826176 }, { "x": 2.85, "y": 0.93530930629281 }, { "x": 2.9, "y": 0.93752174287828 }, { "x": 2.95, "y": 0.93964241153829 }, { "x": 3, "y": 0.94167579759223 }, { "x": 3.05, "y": 0.94362613500516 }, { "x": 3.1, "y": 0.94549742209496 }, { "x": 3.15, "y": 0.94729343617947 }, { "x": 3.2, "y": 0.94901774723727 }, { "x": 3.25, "y": 0.95067373065123 }, { "x": 3.3, "y": 0.95226457909909 }, { "x": 3.35, "y": 0.95379331365117 }, { "x": 3.4, "y": 0.95526279413083 }, { "x": 3.45, "y": 0.95667572878974 }, { "x": 3.5, "y": 0.958034683346 }, { "x": 3.55, "y": 0.95934208942993 }, { "x": 3.6, "y": 0.9606002524791 }, { "x": 3.65, "y": 0.96181135912102 }, { "x": 3.7, "y": 0.96297748407935 }, { "x": 3.75, "y": 0.96410059663664 }, { "x": 3.8, "y": 0.96518256668453 }, { "x": 3.85, "y": 0.9662251703897 }, { "x": 3.9, "y": 0.96723009550212 }, { "x": 3.94999999999999, "y": 0.96819894633008 }, { "x": 3.99999999999999, "y": 0.96913324840476 } ] }, { "id": 1200, "curve_id": "E9.1", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Anchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.598806941684664, "sigma": 0.74767312041072409, "method": "Curve fitting", "mu_sigma_quality": 0.999910322689654, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.599, σ=0.748, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00017496381155 }, { "x": 0.1, "y": 0.00773152928956 }, { "x": 0.15, "y": 0.0350648353758 }, { "x": 0.2, "y": 0.08056491478672 }, { "x": 0.25, "y": 0.13824230124915 }, { "x": 0.3, "y": 0.20269480525787 }, { "x": 0.35, "y": 0.26936362125556 }, { "x": 0.4, "y": 0.33477560348028 }, { "x": 0.45, "y": 0.39666394135042 }, { "x": 0.5, "y": 0.4538137813199 }, { "x": 0.55, "y": 0.50577534985242 }, { "x": 0.6, "y": 0.55258263644662 }, { "x": 0.65, "y": 0.5945370357095 }, { "x": 0.7, "y": 0.63206265562199 }, { "x": 0.75, "y": 0.66561899752699 }, { "x": 0.8, "y": 0.69565317794 }, { "x": 0.85, "y": 0.72257694351252 }, { "x": 0.9, "y": 0.74675810722899 }, { "x": 0.95, "y": 0.7685197585323 }, { "x": 1, "y": 0.78814325941191 }, { "x": 1.05, "y": 0.80587276795043 }, { "x": 1.1, "y": 0.82192008817788 }, { "x": 1.15, "y": 0.83646926062979 }, { "x": 1.2, "y": 0.84968064993696 }, { "x": 1.25, "y": 0.86169446557837 }, { "x": 1.3, "y": 0.87263373930436 }, { "x": 1.35, "y": 0.88260681949798 }, { "x": 1.4, "y": 0.89170945313738 }, { "x": 1.45, "y": 0.90002652367206 }, { "x": 1.5, "y": 0.90763350540763 }, { "x": 1.55, "y": 0.91459768571924 }, { "x": 1.6, "y": 0.92097919741519 }, { "x": 1.65, "y": 0.92683189561642 }, { "x": 1.7, "y": 0.93220410682677 }, { "x": 1.75, "y": 0.93713927240463 }, { "x": 1.8, "y": 0.94167650426216 }, { "x": 1.85, "y": 0.94585106713594 }, { "x": 1.9, "y": 0.94969479902251 }, { "x": 1.95, "y": 0.95323647920233 }, { "x": 2, "y": 0.95650215156271 }, { "x": 2.05, "y": 0.95951540957376 }, { "x": 2.1, "y": 0.96229764819101 }, { "x": 2.15, "y": 0.9648682870943 }, { "x": 2.2, "y": 0.96724496897528 }, { "x": 2.25, "y": 0.96944373601995 }, { "x": 2.3, "y": 0.97147918726959 }, { "x": 2.35, "y": 0.97336461916128 }, { "x": 2.4, "y": 0.97511215123196 }, { "x": 2.45, "y": 0.97673283870408 }, { "x": 2.5, "y": 0.97823677344714 }, { "x": 2.55, "y": 0.97963317461916 }, { "x": 2.6, "y": 0.98093047013035 }, { "x": 2.65, "y": 0.98213636993183 }, { "x": 2.7, "y": 0.98325793201246 }, { "x": 2.75, "y": 0.98430162188333 }, { "x": 2.8, "y": 0.98527336623867 }, { "x": 2.85, "y": 0.98617860140392 }, { "x": 2.9, "y": 0.98702231711228 }, { "x": 2.95, "y": 0.9878090960914 }, { "x": 3, "y": 0.98854314988795 }, { "x": 3.05, "y": 0.98922835131209 }, { "x": 3.1, "y": 0.98986826384162 }, { "x": 3.15, "y": 0.99046616828998 }, { "x": 3.2, "y": 0.99102508700928 }, { "x": 3.25, "y": 0.99154780587148 }, { "x": 3.3, "y": 0.99203689424496 }, { "x": 3.35, "y": 0.99249472316151 }, { "x": 3.4, "y": 0.99292348184833 }, { "x": 3.45, "y": 0.99332519278204 }, { "x": 3.5, "y": 0.99370172540547 }, { "x": 3.55, "y": 0.99405480863394 }, { "x": 3.6, "y": 0.9943860422649 }, { "x": 3.65, "y": 0.99469690739352 }, { "x": 3.7, "y": 0.9949887759266 }, { "x": 3.75, "y": 0.995262919278 }, { "x": 3.8, "y": 0.99552051632085 }, { "x": 3.85, "y": 0.99576266066414 }, { "x": 3.9, "y": 0.99599036731516 }, { "x": 3.94999999999999, "y": 0.99620457878286 }, { "x": 3.99999999999999, "y": 0.99640617067245 } ] }, { "id": 1201, "curve_id": "E9.2", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Anchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -0.77567830901836, "sigma": 0.90665956144039617, "method": "Curve fitting", "mu_sigma_quality": 0.99841153747986944, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.776, σ=0.907, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00845520505893 }, { "x": 0.1, "y": 0.06179415777609 }, { "x": 0.15, "y": 0.13180983786482 }, { "x": 0.2, "y": 0.20303014334827 }, { "x": 0.25, "y": 0.27084721424482 }, { "x": 0.3, "y": 0.33304981012852 }, { "x": 0.35, "y": 0.38918557012356 }, { "x": 0.4, "y": 0.43974338367579 }, { "x": 0.45, "y": 0.48547934111897 }, { "x": 0.5, "y": 0.52709615760176 }, { "x": 0.55, "y": 0.56515183274472 }, { "x": 0.6, "y": 0.60006687502417 }, { "x": 0.65, "y": 0.63215923356245 }, { "x": 0.7, "y": 0.66167840271028 }, { "x": 0.75, "y": 0.68883069978733 }, { "x": 0.8, "y": 0.71379566003078 }, { "x": 0.85, "y": 0.73673573684204 }, { "x": 0.9, "y": 0.757801586767 }, { "x": 0.95, "y": 0.77713469315959 }, { "x": 1, "y": 0.7948685124271 }, { "x": 1.05, "y": 0.81112887905652 }, { "x": 1.1, "y": 0.82603409719571 }, { "x": 1.15, "y": 0.83969494972724 }, { "x": 1.2, "y": 0.85221473713612 }, { "x": 1.25, "y": 0.86368939073701 }, { "x": 1.3, "y": 0.87420766858199 }, { "x": 1.35, "y": 0.88385142478537 }, { "x": 1.4, "y": 0.89269593599398 }, { "x": 1.45, "y": 0.90081026738539 }, { "x": 1.5, "y": 0.90825766200897 }, { "x": 1.55, "y": 0.91509593986237 }, { "x": 1.6, "y": 0.9213778959417 }, { "x": 1.65, "y": 0.92715168917849 }, { "x": 1.7, "y": 0.9324612164923 }, { "x": 1.75, "y": 0.93734646809163 }, { "x": 1.8, "y": 0.94184386166272 }, { "x": 1.85, "y": 0.94598655424191 }, { "x": 1.9, "y": 0.94980473142963 }, { "x": 1.95, "y": 0.95332587422691 }, { "x": 2, "y": 0.9565750042107 }, { "x": 2.05, "y": 0.95957490805315 }, { "x": 2.1, "y": 0.96234634256831 }, { "x": 2.15, "y": 0.96490822156642 }, { "x": 2.2, "y": 0.96727778583155 }, { "x": 2.25, "y": 0.9694707575319 }, { "x": 2.3, "y": 0.97150148033583 }, { "x": 2.35, "y": 0.97338304645048 }, { "x": 2.4, "y": 0.97512741173203 }, { "x": 2.45, "y": 0.9767454999415 }, { "x": 2.5, "y": 0.97824729714246 }, { "x": 2.55, "y": 0.97964193715942 }, { "x": 2.6, "y": 0.98093777893972 }, { "x": 2.65, "y": 0.98214247658964 }, { "x": 2.7, "y": 0.98326304278642 }, { "x": 2.75, "y": 0.9843059062043 }, { "x": 2.8, "y": 0.98527696353301 }, { "x": 2.85, "y": 0.98618162661241 }, { "x": 2.9, "y": 0.98702486515695 }, { "x": 2.95, "y": 0.98781124549753 }, { "x": 3, "y": 0.98854496572671 }, { "x": 3.05, "y": 0.98922988759558 }, { "x": 3.1, "y": 0.98986956547585 }, { "x": 3.15, "y": 0.99046727267009 }, { "x": 3.2, "y": 0.99102602532506 }, { "x": 3.25, "y": 0.99154860417741 }, { "x": 3.3, "y": 0.99203757433895 }, { "x": 3.35, "y": 0.9924953033076 }, { "x": 3.4, "y": 0.99292397737213 }, { "x": 3.45, "y": 0.99332561656209 }, { "x": 3.5, "y": 0.99370208827935 }, { "x": 3.55, "y": 0.99405511973444 }, { "x": 3.6, "y": 0.99438630929878 }, { "x": 3.65, "y": 0.99469713687294 }, { "x": 3.7, "y": 0.99498897336157 }, { "x": 3.75, "y": 0.99526308933673 }, { "x": 3.8, "y": 0.99552066296338 }, { "x": 3.85, "y": 0.99576278725404 }, { "x": 3.9, "y": 0.9959904767129 }, { "x": 3.94999999999999, "y": 0.99620467342404 }, { "x": 3.99999999999999, "y": 0.99640625263339 } ] }, { "id": 1202, "curve_id": "E9.3", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components with backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -1.02596092268776, "sigma": 0.86054769430406319, "method": "Curve fitting", "mu_sigma_quality": 0.9991416170885894, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.026, σ=0.861, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0158850924383 }, { "x": 0.1, "y": 0.08880947733728 }, { "x": 0.15, "y": 0.17553954116652 }, { "x": 0.2, "y": 0.2629052046852 }, { "x": 0.25, "y": 0.34502081240789 }, { "x": 0.3, "y": 0.41907128076613 }, { "x": 0.35, "y": 0.48470599820698 }, { "x": 0.4, "y": 0.54261652739133 }, { "x": 0.45, "y": 0.59372300346277 }, { "x": 0.5, "y": 0.63888301543909 }, { "x": 0.55, "y": 0.6788310418304 }, { "x": 0.6, "y": 0.71418999449106 }, { "x": 0.65, "y": 0.74549510739107 }, { "x": 0.7, "y": 0.77321350963102 }, { "x": 0.75, "y": 0.79775748763143 }, { "x": 0.8, "y": 0.81949310481254 }, { "x": 0.85, "y": 0.83874603944984 }, { "x": 0.9, "y": 0.85580592207528 }, { "x": 0.95, "y": 0.87092990340233 }, { "x": 1, "y": 0.88434581767298 }, { "x": 1.05, "y": 0.89625509893293 }, { "x": 1.1, "y": 0.90683550385793 }, { "x": 1.15, "y": 0.91624364987971 }, { "x": 1.2, "y": 0.92461736283206 }, { "x": 1.25, "y": 0.93207782768181 }, { "x": 1.3, "y": 0.93873154042664 }, { "x": 1.35, "y": 0.94467206473737 }, { "x": 1.4, "y": 0.94998160162535 }, { "x": 1.45, "y": 0.95473238377861 }, { "x": 1.5, "y": 0.95898790824211 }, { "x": 1.55, "y": 0.962804022045 }, { "x": 1.6, "y": 0.96622987547899 }, { "x": 1.65, "y": 0.96930875726093 }, { "x": 1.7, "y": 0.9720788249794 }, { "x": 1.75, "y": 0.97457374318669 }, { "x": 1.8, "y": 0.97682324036756 }, { "x": 1.85, "y": 0.97885359487252 }, { "x": 1.9, "y": 0.98068805879642 }, { "x": 1.95, "y": 0.98234722774289 }, { "x": 2, "y": 0.98384936345849 }, { "x": 2.05, "y": 0.98521067545417 }, { "x": 2.1, "y": 0.98644556695556 }, { "x": 2.15, "y": 0.98756684983531 }, { "x": 2.2, "y": 0.98858593257386 }, { "x": 2.25, "y": 0.98951298476276 }, { "x": 2.3, "y": 0.99035708119972 }, { "x": 2.35, "y": 0.99112632821987 }, { "x": 2.4, "y": 0.99182797455612 }, { "x": 2.45, "y": 0.99246850871642 }, { "x": 2.5, "y": 0.99305374460158 }, { "x": 2.55, "y": 0.99358889685894 }, { "x": 2.6, "y": 0.99407864726902 }, { "x": 2.65, "y": 0.99452720329182 }, { "x": 2.7, "y": 0.99493834975131 }, { "x": 2.75, "y": 0.99531549450884 }, { "x": 2.8, "y": 0.99566170886585 }, { "x": 2.85, "y": 0.99597976334021 }, { "x": 2.9, "y": 0.9962721593782 }, { "x": 2.95, "y": 0.99654115749183 }, { "x": 3, "y": 0.99678880224944 }, { "x": 3.05, "y": 0.99701694449343 }, { "x": 3.1, "y": 0.99722726111186 }, { "x": 3.15, "y": 0.99742127265058 }, { "x": 3.2, "y": 0.99760035901638 }, { "x": 3.25, "y": 0.99776577349159 }, { "x": 3.3, "y": 0.99791865525315 }, { "x": 3.35, "y": 0.99806004056619 }, { "x": 3.4, "y": 0.9981908728014 }, { "x": 3.45, "y": 0.99831201140796 }, { "x": 3.5, "y": 0.9984242399579 }, { "x": 3.55, "y": 0.99852827336438 }, { "x": 3.6, "y": 0.99862476436416 }, { "x": 3.65, "y": 0.99871430934433 }, { "x": 3.7, "y": 0.99879745358386 }, { "x": 3.75, "y": 0.99887469597272 }, { "x": 3.8, "y": 0.99894649326404 }, { "x": 3.85, "y": 0.99901326390858 }, { "x": 3.9, "y": 0.99907539151522 }, { "x": 3.94999999999999, "y": 0.99913322797644 }, { "x": 3.99999999999999, "y": 0.9991870962933 } ] }, { "id": 1203, "curve_id": "E9.4", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "Unanchored components w/o backup power", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": -1.07928189964025, "sigma": 0.9030360467223697, "method": "Curve fitting", "mu_sigma_quality": 0.99853043708876477, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.079, σ=0.903, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Acceleration", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Earthquake", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01827367252321 }, { "x": 0.1, "y": 0.1047929836737 }, { "x": 0.15, "y": 0.20334558338555 }, { "x": 0.2, "y": 0.29772314588091 }, { "x": 0.25, "y": 0.38006956303432 }, { "x": 0.3, "y": 0.4497469388687 }, { "x": 0.35, "y": 0.50934416005161 }, { "x": 0.4, "y": 0.56139555518882 }, { "x": 0.45, "y": 0.60758878818325 }, { "x": 0.5, "y": 0.64892989355842 }, { "x": 0.55, "y": 0.68603423068008 }, { "x": 0.6, "y": 0.71932773079491 }, { "x": 0.65, "y": 0.74915382558792 }, { "x": 0.7, "y": 0.77582110275919 }, { "x": 0.75, "y": 0.79962046246052 }, { "x": 0.8, "y": 0.82082878397947 }, { "x": 0.85, "y": 0.83970773648665 }, { "x": 0.9, "y": 0.85650161525817 }, { "x": 0.95, "y": 0.87143568750168 }, { "x": 1, "y": 0.88471543308438 }, { "x": 1.05, "y": 0.89652661953128 }, { "x": 1.1, "y": 0.90703600910731 }, { "x": 1.15, "y": 0.91639248369313 }, { "x": 1.2, "y": 0.92472840784642 }, { "x": 1.25, "y": 0.93216109548842 }, { "x": 1.3, "y": 0.93879428674364 }, { "x": 1.35, "y": 0.94471957425124 }, { "x": 1.4, "y": 0.95001774259204 }, { "x": 1.45, "y": 0.95476000163923 }, { "x": 1.5, "y": 0.95900910625871 }, { "x": 1.55, "y": 0.96282036232245 }, { "x": 1.6, "y": 0.96624252364142 }, { "x": 1.65, "y": 0.96931858707106 }, { "x": 1.7, "y": 0.97208649434962 }, { "x": 1.75, "y": 0.97457974966376 }, { "x": 1.8, "y": 0.97682796182135 }, { "x": 1.85, "y": 0.97885731947007 }, { "x": 1.9, "y": 0.98069100718157 }, { "x": 1.95, "y": 0.98234956952 }, { "x": 2, "y": 0.98385122949556 }, { "x": 2.05, "y": 0.9852121671039 }, { "x": 2.1, "y": 0.98644676299475 }, { "x": 2.15, "y": 0.98756781170793 }, { "x": 2.2, "y": 0.98858670836791 }, { "x": 2.25, "y": 0.98951361223801 }, { "x": 2.3, "y": 0.99035759010151 }, { "x": 2.35, "y": 0.99112674205354 }, { "x": 2.4, "y": 0.99182831195271 }, { "x": 2.45, "y": 0.99246878448723 }, { "x": 2.5, "y": 0.99305397055535 }, { "x": 2.55, "y": 0.99358908243699 }, { "x": 2.6, "y": 0.99407880004053 }, { "x": 2.65, "y": 0.99452732934131 }, { "x": 2.7, "y": 0.99493845398251 }, { "x": 2.75, "y": 0.99531558088392 }, { "x": 2.8, "y": 0.99566178059406 }, { "x": 2.85, "y": 0.99597982302726 }, { "x": 2.9, "y": 0.99627220914474 }, { "x": 2.95, "y": 0.99654119906768 }, { "x": 3, "y": 0.99678883704882 }, { "x": 3.05, "y": 0.99701697367502 }, { "x": 3.1, "y": 0.99722728562705 }, { "x": 3.15, "y": 0.99742129328214 }, { "x": 3.2, "y": 0.9976003764097 }, { "x": 3.25, "y": 0.99776578817982 }, { "x": 3.3, "y": 0.99791866767759 }, { "x": 3.35, "y": 0.99806005109281 }, { "x": 3.4, "y": 0.99819088173427 }, { "x": 3.45, "y": 0.99831201900017 }, { "x": 3.5, "y": 0.99842424642049 }, { "x": 3.55, "y": 0.99852827887362 }, { "x": 3.6, "y": 0.99862476906755 }, { "x": 3.65, "y": 0.99871431336549 }, { "x": 3.7, "y": 0.99879745702656 }, { "x": 3.75, "y": 0.99887469892423 }, { "x": 3.8, "y": 0.99894649579786 }, { "x": 3.85, "y": 0.99901326608668 }, { "x": 3.9, "y": 0.99907539338998 }, { "x": 3.94999999999999, "y": 0.99913322959215 }, { "x": 3.99999999999999, "y": 0.99918709768749 } ] }, { "id": 1204, "curve_id": "F1.1", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Small power plants, capacity <100 MW", "ci_detail": "Assumes electrical switch gear is located 91.4 cm above grade. Support facilities damaged on ground level; Control and generation facilities damaged when water elevation reaches 2nd level; functionality threshold depth at 121.9 cm.", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 2.009506969835742, "sigma": 1.4094229084697456, "method": "Curve fitting", "mu_sigma_quality": 0.97401843340246308, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.010, σ=1.409, R²=0.974; Mu/sigma can be used for reconstruction (quality: 0.974); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00410104986877 }, { "x": 0.1, "y": 0.00820209973753 }, { "x": 0.15, "y": 0.0123031496063 }, { "x": 0.2, "y": 0.01640419947507 }, { "x": 0.25, "y": 0.02050524934383 }, { "x": 0.3, "y": 0.0246062992126 }, { "x": 0.35, "y": 0.02870734908136 }, { "x": 0.4, "y": 0.03280839895013 }, { "x": 0.45, "y": 0.0369094488189 }, { "x": 0.5, "y": 0.04101049868766 }, { "x": 0.55, "y": 0.04511154855643 }, { "x": 0.6, "y": 0.0492125984252 }, { "x": 0.65, "y": 0.05331364829396 }, { "x": 0.7, "y": 0.05741469816273 }, { "x": 0.75, "y": 0.0615157480315 }, { "x": 0.8, "y": 0.06561679790026 }, { "x": 0.85, "y": 0.06971784776903 }, { "x": 0.9, "y": 0.0738188976378 }, { "x": 0.95, "y": 0.07791994750656 }, { "x": 1, "y": 0.08202099737533 }, { "x": 1.05, "y": 0.08612204724409 }, { "x": 1.1, "y": 0.09022309711286 }, { "x": 1.15, "y": 0.09432414698163 }, { "x": 1.2, "y": 0.09842519685039 }, { "x": 1.25, "y": 0.10252624671916 }, { "x": 1.3, "y": 0.10662729658793 }, { "x": 1.35, "y": 0.11072834645669 }, { "x": 1.4, "y": 0.11482939632546 }, { "x": 1.45, "y": 0.11893044619423 }, { "x": 1.5, "y": 0.12303149606299 }, { "x": 1.55, "y": 0.12713254593176 }, { "x": 1.6, "y": 0.13123359580052 }, { "x": 1.65, "y": 0.13533464566929 }, { "x": 1.7, "y": 0.13943569553806 }, { "x": 1.75, "y": 0.14353674540682 }, { "x": 1.8, "y": 0.14763779527559 }, { "x": 1.85, "y": 0.15173884514436 }, { "x": 1.9, "y": 0.15583989501312 }, { "x": 1.95, "y": 0.15994094488189 }, { "x": 2, "y": 0.16404199475066 }, { "x": 2.05, "y": 0.16814304461942 }, { "x": 2.1, "y": 0.17224409448819 }, { "x": 2.15, "y": 0.17634514435696 }, { "x": 2.2, "y": 0.18044619422572 }, { "x": 2.25, "y": 0.18454724409449 }, { "x": 2.3, "y": 0.18864829396325 }, { "x": 2.35, "y": 0.19274934383202 }, { "x": 2.4, "y": 0.19685039370079 }, { "x": 2.45, "y": 0.20095144356955 }, { "x": 2.5, "y": 0.20505249343832 }, { "x": 2.55, "y": 0.20915354330709 }, { "x": 2.6, "y": 0.21325459317585 }, { "x": 2.65, "y": 0.21735564304462 }, { "x": 2.7, "y": 0.24291338582677 }, { "x": 2.75, "y": 0.2511154855643 }, { "x": 2.8, "y": 0.25931758530184 }, { "x": 2.85, "y": 0.26751968503937 }, { "x": 2.9, "y": 0.2757217847769 }, { "x": 2.95, "y": 0.28392388451444 }, { "x": 3, "y": 0.29212598425197 }, { "x": 3.05, "y": 0.3003280839895 } ] }, { "id": 1205, "curve_id": "F1.2", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Medium power plants, capacity 100-500 MW", "ci_detail": "Assumes electrical switch gear is located 91.4 cm above grade; functionality threshold depth at 121.9 cm.", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 2.009506969835742, "sigma": 1.4094229084697456, "method": "Curve fitting", "mu_sigma_quality": 0.97401843340246308, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.010, σ=1.409, R²=0.974; Mu/sigma can be used for reconstruction (quality: 0.974); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00410104986877 }, { "x": 0.1, "y": 0.00820209973753 }, { "x": 0.15, "y": 0.0123031496063 }, { "x": 0.2, "y": 0.01640419947507 }, { "x": 0.25, "y": 0.02050524934383 }, { "x": 0.3, "y": 0.0246062992126 }, { "x": 0.35, "y": 0.02870734908136 }, { "x": 0.4, "y": 0.03280839895013 }, { "x": 0.45, "y": 0.0369094488189 }, { "x": 0.5, "y": 0.04101049868766 }, { "x": 0.55, "y": 0.04511154855643 }, { "x": 0.6, "y": 0.0492125984252 }, { "x": 0.65, "y": 0.05331364829396 }, { "x": 0.7, "y": 0.05741469816273 }, { "x": 0.75, "y": 0.0615157480315 }, { "x": 0.8, "y": 0.06561679790026 }, { "x": 0.85, "y": 0.06971784776903 }, { "x": 0.9, "y": 0.0738188976378 }, { "x": 0.95, "y": 0.07791994750656 }, { "x": 1, "y": 0.08202099737533 }, { "x": 1.05, "y": 0.08612204724409 }, { "x": 1.1, "y": 0.09022309711286 }, { "x": 1.15, "y": 0.09432414698163 }, { "x": 1.2, "y": 0.09842519685039 }, { "x": 1.25, "y": 0.10252624671916 }, { "x": 1.3, "y": 0.10662729658793 }, { "x": 1.35, "y": 0.11072834645669 }, { "x": 1.4, "y": 0.11482939632546 }, { "x": 1.45, "y": 0.11893044619423 }, { "x": 1.5, "y": 0.12303149606299 }, { "x": 1.55, "y": 0.12713254593176 }, { "x": 1.6, "y": 0.13123359580052 }, { "x": 1.65, "y": 0.13533464566929 }, { "x": 1.7, "y": 0.13943569553806 }, { "x": 1.75, "y": 0.14353674540682 }, { "x": 1.8, "y": 0.14763779527559 }, { "x": 1.85, "y": 0.15173884514436 }, { "x": 1.9, "y": 0.15583989501312 }, { "x": 1.95, "y": 0.15994094488189 }, { "x": 2, "y": 0.16404199475066 }, { "x": 2.05, "y": 0.16814304461942 }, { "x": 2.1, "y": 0.17224409448819 }, { "x": 2.15, "y": 0.17634514435696 }, { "x": 2.2, "y": 0.18044619422572 }, { "x": 2.25, "y": 0.18454724409449 }, { "x": 2.3, "y": 0.18864829396325 }, { "x": 2.35, "y": 0.19274934383202 }, { "x": 2.4, "y": 0.19685039370079 }, { "x": 2.45, "y": 0.20095144356955 }, { "x": 2.5, "y": 0.20505249343832 }, { "x": 2.55, "y": 0.20915354330709 }, { "x": 2.6, "y": 0.21325459317585 }, { "x": 2.65, "y": 0.21735564304462 }, { "x": 2.7, "y": 0.24291338582677 }, { "x": 2.75, "y": 0.2511154855643 }, { "x": 2.8, "y": 0.25931758530184 }, { "x": 2.85, "y": 0.26751968503937 }, { "x": 2.9, "y": 0.2757217847769 }, { "x": 2.95, "y": 0.28392388451444 }, { "x": 3, "y": 0.29212598425197 }, { "x": 3.05, "y": 0.3003280839895 } ] }, { "id": 1206, "curve_id": "F1.3", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Large power plants, >500 MW", "ci_detail": "Assumes electrical switch gear is located 91.4 cm above grade; functionality threshold depth at 121.9 cm.", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 2.009506969835742, "sigma": 1.4094229084697456, "method": "Curve fitting", "mu_sigma_quality": 0.97401843340246308, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.010, σ=1.409, R²=0.974; Mu/sigma can be used for reconstruction (quality: 0.974); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00410104986877 }, { "x": 0.1, "y": 0.00820209973753 }, { "x": 0.15, "y": 0.0123031496063 }, { "x": 0.2, "y": 0.01640419947507 }, { "x": 0.25, "y": 0.02050524934383 }, { "x": 0.3, "y": 0.0246062992126 }, { "x": 0.35, "y": 0.02870734908136 }, { "x": 0.4, "y": 0.03280839895013 }, { "x": 0.45, "y": 0.0369094488189 }, { "x": 0.5, "y": 0.04101049868766 }, { "x": 0.55, "y": 0.04511154855643 }, { "x": 0.6, "y": 0.0492125984252 }, { "x": 0.65, "y": 0.05331364829396 }, { "x": 0.7, "y": 0.05741469816273 }, { "x": 0.75, "y": 0.0615157480315 }, { "x": 0.8, "y": 0.06561679790026 }, { "x": 0.85, "y": 0.06971784776903 }, { "x": 0.9, "y": 0.0738188976378 }, { "x": 0.95, "y": 0.07791994750656 }, { "x": 1, "y": 0.08202099737533 }, { "x": 1.05, "y": 0.08612204724409 }, { "x": 1.1, "y": 0.09022309711286 }, { "x": 1.15, "y": 0.09432414698163 }, { "x": 1.2, "y": 0.09842519685039 }, { "x": 1.25, "y": 0.10252624671916 }, { "x": 1.3, "y": 0.10662729658793 }, { "x": 1.35, "y": 0.11072834645669 }, { "x": 1.4, "y": 0.11482939632546 }, { "x": 1.45, "y": 0.11893044619423 }, { "x": 1.5, "y": 0.12303149606299 }, { "x": 1.55, "y": 0.12713254593176 }, { "x": 1.6, "y": 0.13123359580052 }, { "x": 1.65, "y": 0.13533464566929 }, { "x": 1.7, "y": 0.13943569553806 }, { "x": 1.75, "y": 0.14353674540682 }, { "x": 1.8, "y": 0.14763779527559 }, { "x": 1.85, "y": 0.15173884514436 }, { "x": 1.9, "y": 0.15583989501312 }, { "x": 1.95, "y": 0.15994094488189 }, { "x": 2, "y": 0.16404199475066 }, { "x": 2.05, "y": 0.16814304461942 }, { "x": 2.1, "y": 0.17224409448819 }, { "x": 2.15, "y": 0.17634514435696 }, { "x": 2.2, "y": 0.18044619422572 }, { "x": 2.25, "y": 0.18454724409449 }, { "x": 2.3, "y": 0.18864829396325 }, { "x": 2.35, "y": 0.19274934383202 }, { "x": 2.4, "y": 0.19685039370079 }, { "x": 2.45, "y": 0.20095144356955 }, { "x": 2.5, "y": 0.20505249343832 }, { "x": 2.55, "y": 0.20915354330709 }, { "x": 2.6, "y": 0.21325459317585 }, { "x": 2.65, "y": 0.21735564304462 }, { "x": 2.7, "y": 0.24291338582677 }, { "x": 2.75, "y": 0.2511154855643 }, { "x": 2.8, "y": 0.25931758530184 }, { "x": 2.85, "y": 0.26751968503937 }, { "x": 2.9, "y": 0.2757217847769 }, { "x": 2.95, "y": 0.28392388451444 }, { "x": 3, "y": 0.29212598425197 }, { "x": 3.05, "y": 0.3003280839895 } ] }, { "id": 1207, "curve_id": "F1.4", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Thermal plant", "ci_detail": "Coal, gas or oil", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 2.009506969835742, "sigma": 1.4094229084697456, "method": "Curve fitting", "mu_sigma_quality": 0.97401843340246308, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.010, σ=1.409, R²=0.974; Mu/sigma can be used for reconstruction (quality: 0.974); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00410104986877 }, { "x": 0.1, "y": 0.00820209973753 }, { "x": 0.15, "y": 0.0123031496063 }, { "x": 0.2, "y": 0.01640419947507 }, { "x": 0.25, "y": 0.02050524934383 }, { "x": 0.3, "y": 0.0246062992126 }, { "x": 0.35, "y": 0.02870734908136 }, { "x": 0.4, "y": 0.03280839895013 }, { "x": 0.45, "y": 0.0369094488189 }, { "x": 0.5, "y": 0.04101049868766 }, { "x": 0.55, "y": 0.04511154855643 }, { "x": 0.6, "y": 0.0492125984252 }, { "x": 0.65, "y": 0.05331364829396 }, { "x": 0.7, "y": 0.05741469816273 }, { "x": 0.75, "y": 0.0615157480315 }, { "x": 0.8, "y": 0.06561679790026 }, { "x": 0.85, "y": 0.06971784776903 }, { "x": 0.9, "y": 0.0738188976378 }, { "x": 0.95, "y": 0.07791994750656 }, { "x": 1, "y": 0.08202099737533 }, { "x": 1.05, "y": 0.08612204724409 }, { "x": 1.1, "y": 0.09022309711286 }, { "x": 1.15, "y": 0.09432414698163 }, { "x": 1.2, "y": 0.09842519685039 }, { "x": 1.25, "y": 0.10252624671916 }, { "x": 1.3, "y": 0.10662729658793 }, { "x": 1.35, "y": 0.11072834645669 }, { "x": 1.4, "y": 0.11482939632546 }, { "x": 1.45, "y": 0.11893044619423 }, { "x": 1.5, "y": 0.12303149606299 }, { "x": 1.55, "y": 0.12713254593176 }, { "x": 1.6, "y": 0.13123359580052 }, { "x": 1.65, "y": 0.13533464566929 }, { "x": 1.7, "y": 0.13943569553806 }, { "x": 1.75, "y": 0.14353674540682 }, { "x": 1.8, "y": 0.14763779527559 }, { "x": 1.85, "y": 0.15173884514436 }, { "x": 1.9, "y": 0.15583989501312 }, { "x": 1.95, "y": 0.15994094488189 }, { "x": 2, "y": 0.16404199475066 }, { "x": 2.05, "y": 0.16814304461942 }, { "x": 2.1, "y": 0.17224409448819 }, { "x": 2.15, "y": 0.17634514435696 }, { "x": 2.2, "y": 0.18044619422572 }, { "x": 2.25, "y": 0.18454724409449 }, { "x": 2.3, "y": 0.18864829396325 }, { "x": 2.35, "y": 0.19274934383202 }, { "x": 2.4, "y": 0.19685039370079 }, { "x": 2.45, "y": 0.20095144356955 }, { "x": 2.5, "y": 0.20505249343832 }, { "x": 2.55, "y": 0.20915354330709 }, { "x": 2.6, "y": 0.21325459317585 }, { "x": 2.65, "y": 0.21735564304462 }, { "x": 2.7, "y": 0.24291338582677 }, { "x": 2.75, "y": 0.2511154855643 }, { "x": 2.8, "y": 0.25931758530184 }, { "x": 2.85, "y": 0.26751968503937 }, { "x": 2.9, "y": 0.2757217847769 }, { "x": 2.95, "y": 0.28392388451444 }, { "x": 3, "y": 0.29212598425197 }, { "x": 3.05, "y": 0.3003280839895 } ] }, { "id": 1208, "curve_id": "F1.5", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbine", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.43825493093115531, "sigma": 0.405, "method": "Simple estimation", "mu_sigma_quality": 0.1, "mu_sigma_reconstruct": false, "raw_reconstruct": true, "reconstruct_method": "Use raw data points", "calculation_notes": "Estimation: μ=0.438 (from median~1.550), σ=0.405; Mu/sigma quality too low for reconstruction (quality: 0.100); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0 }, { "x": 0.65, "y": 0 }, { "x": 0.7, "y": 0 }, { "x": 0.75, "y": 0 }, { "x": 0.8, "y": 0 }, { "x": 0.85, "y": 0 }, { "x": 0.9, "y": 0 }, { "x": 0.95, "y": 0 }, { "x": 1, "y": 0 }, { "x": 1.05, "y": 0 }, { "x": 1.1, "y": 0 }, { "x": 1.15, "y": 0 }, { "x": 1.2, "y": 0 }, { "x": 1.25, "y": 0 }, { "x": 1.3, "y": 0 }, { "x": 1.35, "y": 0 }, { "x": 1.4, "y": 0 }, { "x": 1.45, "y": 0 }, { "x": 1.5, "y": 0 }, { "x": 1.55, "y": 0 }, { "x": 1.6, "y": 0 }, { "x": 1.65, "y": 0 }, { "x": 1.7, "y": 0 }, { "x": 1.75, "y": 0 }, { "x": 1.8, "y": 0 }, { "x": 1.85, "y": 0 }, { "x": 1.9, "y": 0 }, { "x": 1.95, "y": 0 }, { "x": 2, "y": 0 }, { "x": 2.05, "y": 0 }, { "x": 2.1, "y": 0 }, { "x": 2.15, "y": 0 }, { "x": 2.2, "y": 0 }, { "x": 2.25, "y": 0 }, { "x": 2.3, "y": 0 }, { "x": 2.35, "y": 0 }, { "x": 2.4, "y": 0 }, { "x": 2.45, "y": 0 }, { "x": 2.5, "y": 0 }, { "x": 2.55, "y": 0 }, { "x": 2.6, "y": 0 }, { "x": 2.65, "y": 0 }, { "x": 2.7, "y": 0 }, { "x": 2.75, "y": 0 }, { "x": 2.8, "y": 0 }, { "x": 2.85, "y": 0 }, { "x": 2.9, "y": 0 }, { "x": 2.95, "y": 0 }, { "x": 3, "y": 0 }, { "x": 3.05, "y": 0 } ] }, { "id": 1209, "curve_id": "F1.6", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbine", "ci_detail": "", "source_type": "Project Report", "source_abbrev": "Vanneuville et al. (2006)", "source_detail": "Vanneuville, W., Maddens, R., Collard, C., Bogaert, P., De Maeyer, Ph., and Antrop, M.: Impact op mens en economie t.g.v. overstromingen bekeken in het licht van wijzigende hydraulische condities, omgevingsfactoren en klimatologische omstandigheden, België; Vlaanderen, 120 pp., 2006.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": -0.112282052012367, "sigma": 0.79763183357642287, "method": "Curve fitting", "mu_sigma_quality": 0.95324869226594589, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.112, σ=0.798, R²=0.953; Mu/sigma can be used for reconstruction (quality: 0.953); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Belgium", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.04 }, { "x": 0.1, "y": 0.08 }, { "x": 0.15, "y": 0.12 }, { "x": 0.2, "y": 0.16 }, { "x": 0.25, "y": 0.2 }, { "x": 0.3, "y": 0.24 }, { "x": 0.35, "y": 0.269 }, { "x": 0.4, "y": 0.286 }, { "x": 0.45, "y": 0.303 }, { "x": 0.5, "y": 0.32 }, { "x": 0.55, "y": 0.337 }, { "x": 0.6, "y": 0.354 }, { "x": 0.65, "y": 0.371 }, { "x": 0.7, "y": 0.388 }, { "x": 0.75, "y": 0.405 }, { "x": 0.8, "y": 0.422 }, { "x": 0.85, "y": 0.439 }, { "x": 0.9, "y": 0.456 }, { "x": 0.95, "y": 0.473 }, { "x": 1, "y": 0.49 }, { "x": 1.05, "y": 0.507 }, { "x": 1.1, "y": 0.524 }, { "x": 1.15, "y": 0.541 }, { "x": 1.2, "y": 0.558 }, { "x": 1.25, "y": 0.575 }, { "x": 1.3, "y": 0.592 }, { "x": 1.35, "y": 0.609 }, { "x": 1.4, "y": 0.626 }, { "x": 1.45, "y": 0.643 }, { "x": 1.5, "y": 0.66 }, { "x": 1.55, "y": 0.677 }, { "x": 1.6, "y": 0.694 }, { "x": 1.65, "y": 0.711 }, { "x": 1.7, "y": 0.728 }, { "x": 1.75, "y": 0.745 }, { "x": 1.8, "y": 0.762 }, { "x": 1.85, "y": 0.779 }, { "x": 1.9, "y": 0.796 }, { "x": 1.95, "y": 0.813 }, { "x": 2, "y": 0.83 }, { "x": 2.05, "y": 0.847 }, { "x": 2.1, "y": 0.864 }, { "x": 2.15, "y": 0.881 }, { "x": 2.2, "y": 0.898 }, { "x": 2.25, "y": 0.915 }, { "x": 2.3, "y": 0.932 }, { "x": 2.35, "y": 0.949 }, { "x": 2.4, "y": 0.966 }, { "x": 2.45, "y": 0.983 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.95, "y": 1 }, { "x": 4, "y": 1 }, { "x": 4.05, "y": 1 }, { "x": 4.1, "y": 1 }, { "x": 4.15, "y": 1 }, { "x": 4.2, "y": 1 }, { "x": 4.25, "y": 1 }, { "x": 4.3, "y": 1 }, { "x": 4.35, "y": 1 }, { "x": 4.4, "y": 1 }, { "x": 4.44999999999999, "y": 1 }, { "x": 4.49999999999999, "y": 1 }, { "x": 4.54999999999999, "y": 1 }, { "x": 4.59999999999999, "y": 1 }, { "x": 4.64999999999999, "y": 1 }, { "x": 4.69999999999999, "y": 1 }, { "x": 4.74999999999999, "y": 1 }, { "x": 4.79999999999999, "y": 1 }, { "x": 4.84999999999999, "y": 1 }, { "x": 4.89999999999999, "y": 1 }, { "x": 4.94999999999999, "y": 1 }, { "x": 4.99999999999999, "y": 1 }, { "x": 5.04999999999999, "y": 1 }, { "x": 5.09999999999999, "y": 1 }, { "x": 5.14999999999999, "y": 1 }, { "x": 5.19999999999999, "y": 1 }, { "x": 5.24999999999999, "y": 1 }, { "x": 5.29999999999999, "y": 1 }, { "x": 5.34999999999999, "y": 1 }, { "x": 5.39999999999999, "y": 1 }, { "x": 5.44999999999999, "y": 1 }, { "x": 5.49999999999999, "y": 1 }, { "x": 5.54999999999999, "y": 1 }, { "x": 5.59999999999999, "y": 1 }, { "x": 5.64999999999999, "y": 1 }, { "x": 5.69999999999999, "y": 1 }, { "x": 5.74999999999999, "y": 1 }, { "x": 5.79999999999999, "y": 1 }, { "x": 5.84999999999999, "y": 1 }, { "x": 5.89999999999999, "y": 1 }, { "x": 5.94999999999999, "y": 1 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1210, "curve_id": "F1.7", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbine", "ci_detail": "", "source_type": "Project Report", "source_abbrev": "Meyer & Messner (2005)", "source_detail": "Meyer, V. and Messner, F.: National Flood Damage Evaluation Methods: a review of applied methods in England, the Netherlands, the Czech Republic and Germany, 49 pp., 2005.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 10.906917250102794, "sigma": 5.3673169476310365, "method": "Probit regression", "mu_sigma_quality": 0.83739904930903764, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Vulnerability curve - already in 0-1 range; Probit: Successful - R²=0.837; Mu/sigma can be used for reconstruction (quality: 0.837); D1 category: figure_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Schleswig-Holstein, Germany", "hazard_type": "Flooding", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0.01 }, { "x": 0.15, "y": 0.01 }, { "x": 0.2, "y": 0.01 }, { "x": 0.25, "y": 0.01 }, { "x": 0.3, "y": 0.016 }, { "x": 0.35, "y": 0.016 }, { "x": 0.4, "y": 0.016 }, { "x": 0.45, "y": 0.016 }, { "x": 0.5, "y": 0.016 }, { "x": 0.55, "y": 0.016 }, { "x": 0.6, "y": 0.016 }, { "x": 0.65, "y": 0.016 }, { "x": 0.7, "y": 0.016 }, { "x": 0.75, "y": 0.016 }, { "x": 0.8, "y": 0.016 }, { "x": 0.85, "y": 0.016 }, { "x": 0.9, "y": 0.016 }, { "x": 0.95, "y": 0.016 }, { "x": 1, "y": 0.025 }, { "x": 1.05, "y": 0.025 }, { "x": 1.1, "y": 0.025 }, { "x": 1.15, "y": 0.025 }, { "x": 1.2, "y": 0.025 }, { "x": 1.25, "y": 0.025 }, { "x": 1.3, "y": 0.025 }, { "x": 1.35, "y": 0.025 }, { "x": 1.4, "y": 0.025 }, { "x": 1.45, "y": 0.025 }, { "x": 1.5, "y": 0.025 }, { "x": 1.55, "y": 0.025 }, { "x": 1.6, "y": 0.025 }, { "x": 1.65, "y": 0.025 }, { "x": 1.7, "y": 0.035 }, { "x": 1.75, "y": 0.035 }, { "x": 1.8, "y": 0.035 }, { "x": 1.85, "y": 0.035 }, { "x": 1.9, "y": 0.035 }, { "x": 1.95, "y": 0.035 }, { "x": 2, "y": 0.035 }, { "x": 2.05, "y": 0.035 }, { "x": 2.1, "y": 0.035 }, { "x": 2.15, "y": 0.035 }, { "x": 2.2, "y": 0.035 }, { "x": 2.25, "y": 0.035 }, { "x": 2.3, "y": 0.035 }, { "x": 2.35, "y": 0.035 }, { "x": 2.4, "y": 0.035 }, { "x": 2.45, "y": 0.035 }, { "x": 2.5, "y": 0.035 }, { "x": 2.55, "y": 0.035 }, { "x": 2.6, "y": 0.035 }, { "x": 2.65, "y": 0.035 }, { "x": 2.7, "y": 0.035 }, { "x": 2.75, "y": 0.035 }, { "x": 2.8, "y": 0.035 }, { "x": 2.85, "y": 0.035 }, { "x": 2.9, "y": 0.035 }, { "x": 2.95, "y": 0.035 }, { "x": 3, "y": 0.035 }, { "x": 3.05, "y": 0.035 }, { "x": 3.1, "y": 0.035 }, { "x": 3.15, "y": 0.035 }, { "x": 3.2, "y": 0.035 }, { "x": 3.25, "y": 0.035 }, { "x": 3.3, "y": 0.035 }, { "x": 3.35, "y": 0.035 }, { "x": 3.4, "y": 0.035 }, { "x": 3.45, "y": 0.035 }, { "x": 3.5, "y": 0.035 }, { "x": 3.55, "y": 0.035 }, { "x": 3.6, "y": 0.035 }, { "x": 3.65, "y": 0.035 }, { "x": 3.7, "y": 0.035 }, { "x": 3.75, "y": 0.035 }, { "x": 3.8, "y": 0.035 }, { "x": 3.85, "y": 0.035 }, { "x": 3.9, "y": 0.035 }, { "x": 3.95, "y": 0.035 }, { "x": 4, "y": 0.035 }, { "x": 4.05, "y": 0.035 }, { "x": 4.1, "y": 0.035 }, { "x": 4.15, "y": 0.035 }, { "x": 4.2, "y": 0.035 }, { "x": 4.25, "y": 0.035 }, { "x": 4.3, "y": 0.035 }, { "x": 4.35, "y": 0.035 }, { "x": 4.4, "y": 0.035 }, { "x": 4.44999999999999, "y": 0.035 }, { "x": 4.49999999999999, "y": 0.035 }, { "x": 4.54999999999999, "y": 0.035 }, { "x": 4.59999999999999, "y": 0.035 }, { "x": 4.64999999999999, "y": 0.035 }, { "x": 4.69999999999999, "y": 0.035 }, { "x": 4.74999999999999, "y": 0.035 }, { "x": 4.79999999999999, "y": 0.035 }, { "x": 4.84999999999999, "y": 0.035 }, { "x": 4.89999999999999, "y": 0.035 }, { "x": 4.94999999999999, "y": 0.035 }, { "x": 4.99999999999999, "y": 0.035 } ] }, { "id": 1211, "curve_id": "F10.1", "sector": "Telecommunications", "ci_type": "Communication tower", "ci_desc": "Communication tower", "ci_detail": "", "source_type": "Project Report", "source_abbrev": "Vanneuville et al. (2006)", "source_detail": "Vanneuville, W., Maddens, R., Collard, C., Bogaert, P., De Maeyer, Ph., and Antrop, M.: Impact op mens en economie t.g.v. overstromingen bekeken in het licht van wijzigende hydraulische condities, omgevingsfactoren en klimatologische omstandigheden, België; Vlaanderen, 120 pp., 2006.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": -0.112282052012367, "sigma": 0.79763183357642287, "method": "Curve fitting", "mu_sigma_quality": 0.95324869226594589, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.112, σ=0.798, R²=0.953; Mu/sigma can be used for reconstruction (quality: 0.953); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Belgium", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.04 }, { "x": 0.1, "y": 0.08 }, { "x": 0.15, "y": 0.12 }, { "x": 0.2, "y": 0.16 }, { "x": 0.25, "y": 0.2 }, { "x": 0.3, "y": 0.24 }, { "x": 0.35, "y": 0.269 }, { "x": 0.4, "y": 0.286 }, { "x": 0.45, "y": 0.303 }, { "x": 0.5, "y": 0.32 }, { "x": 0.55, "y": 0.337 }, { "x": 0.6, "y": 0.354 }, { "x": 0.65, "y": 0.371 }, { "x": 0.7, "y": 0.388 }, { "x": 0.75, "y": 0.405 }, { "x": 0.8, "y": 0.422 }, { "x": 0.85, "y": 0.439 }, { "x": 0.9, "y": 0.456 }, { "x": 0.95, "y": 0.473 }, { "x": 1, "y": 0.49 }, { "x": 1.05, "y": 0.507 }, { "x": 1.1, "y": 0.524 }, { "x": 1.15, "y": 0.541 }, { "x": 1.2, "y": 0.558 }, { "x": 1.25, "y": 0.575 }, { "x": 1.3, "y": 0.592 }, { "x": 1.35, "y": 0.609 }, { "x": 1.4, "y": 0.626 }, { "x": 1.45, "y": 0.643 }, { "x": 1.5, "y": 0.66 }, { "x": 1.55, "y": 0.677 }, { "x": 1.6, "y": 0.694 }, { "x": 1.65, "y": 0.711 }, { "x": 1.7, "y": 0.728 }, { "x": 1.75, "y": 0.745 }, { "x": 1.8, "y": 0.762 }, { "x": 1.85, "y": 0.779 }, { "x": 1.9, "y": 0.796 }, { "x": 1.95, "y": 0.813 }, { "x": 2, "y": 0.83 }, { "x": 2.05, "y": 0.847 }, { "x": 2.1, "y": 0.864 }, { "x": 2.15, "y": 0.881 }, { "x": 2.2, "y": 0.898 }, { "x": 2.25, "y": 0.915 }, { "x": 2.3, "y": 0.932 }, { "x": 2.35, "y": 0.949 }, { "x": 2.4, "y": 0.966 }, { "x": 2.45, "y": 0.983 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.95, "y": 1 }, { "x": 4, "y": 1 }, { "x": 4.05, "y": 1 }, { "x": 4.1, "y": 1 }, { "x": 4.15, "y": 1 }, { "x": 4.2, "y": 1 }, { "x": 4.25, "y": 1 }, { "x": 4.3, "y": 1 }, { "x": 4.35, "y": 1 }, { "x": 4.4, "y": 1 }, { "x": 4.44999999999999, "y": 1 }, { "x": 4.49999999999999, "y": 1 }, { "x": 4.54999999999999, "y": 1 }, { "x": 4.59999999999999, "y": 1 }, { "x": 4.64999999999999, "y": 1 }, { "x": 4.69999999999999, "y": 1 }, { "x": 4.74999999999999, "y": 1 }, { "x": 4.79999999999999, "y": 1 }, { "x": 4.84999999999999, "y": 1 }, { "x": 4.89999999999999, "y": 1 }, { "x": 4.94999999999999, "y": 1 }, { "x": 4.99999999999999, "y": 1 }, { "x": 5.04999999999999, "y": 1 }, { "x": 5.09999999999999, "y": 1 }, { "x": 5.14999999999999, "y": 1 }, { "x": 5.19999999999999, "y": 1 }, { "x": 5.24999999999999, "y": 1 }, { "x": 5.29999999999999, "y": 1 }, { "x": 5.34999999999999, "y": 1 }, { "x": 5.39999999999999, "y": 1 }, { "x": 5.44999999999999, "y": 1 }, { "x": 5.49999999999999, "y": 1 }, { "x": 5.54999999999999, "y": 1 }, { "x": 5.59999999999999, "y": 1 }, { "x": 5.64999999999999, "y": 1 }, { "x": 5.69999999999999, "y": 1 }, { "x": 5.74999999999999, "y": 1 }, { "x": 5.79999999999999, "y": 1 }, { "x": 5.84999999999999, "y": 1 }, { "x": 5.89999999999999, "y": 1 }, { "x": 5.94999999999999, "y": 1 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1212, "curve_id": "F12.1", "sector": "Telecommunications", "ci_type": "Others", "ci_desc": "Communication system", "ci_detail": "Generalized curve for telecom assets in diked areas", "source_type": "Project Report", "source_abbrev": "Kok et al. (2005)", "source_detail": "Kok, M., Huizinga, H. J., and Barendregt, A.: Standard Method 2004: Damage and Casualties Caused by Flooding, 56 pp., 2005.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": -0.112282052012367, "sigma": 0.79763183357642287, "method": "Curve fitting", "mu_sigma_quality": 0.95324869226594589, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.112, σ=0.798, R²=0.953; Mu/sigma can be used for reconstruction (quality: 0.953); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Netherlands", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.04 }, { "x": 0.1, "y": 0.08 }, { "x": 0.15, "y": 0.12 }, { "x": 0.2, "y": 0.16 }, { "x": 0.25, "y": 0.2 }, { "x": 0.3, "y": 0.24 }, { "x": 0.35, "y": 0.269 }, { "x": 0.4, "y": 0.286 }, { "x": 0.45, "y": 0.303 }, { "x": 0.5, "y": 0.32 }, { "x": 0.55, "y": 0.337 }, { "x": 0.6, "y": 0.354 }, { "x": 0.65, "y": 0.371 }, { "x": 0.7, "y": 0.388 }, { "x": 0.75, "y": 0.405 }, { "x": 0.8, "y": 0.422 }, { "x": 0.85, "y": 0.439 }, { "x": 0.9, "y": 0.456 }, { "x": 0.95, "y": 0.473 }, { "x": 1, "y": 0.49 }, { "x": 1.05, "y": 0.507 }, { "x": 1.1, "y": 0.524 }, { "x": 1.15, "y": 0.541 }, { "x": 1.2, "y": 0.558 }, { "x": 1.25, "y": 0.575 }, { "x": 1.3, "y": 0.592 }, { "x": 1.35, "y": 0.609 }, { "x": 1.4, "y": 0.626 }, { "x": 1.45, "y": 0.643 }, { "x": 1.5, "y": 0.66 }, { "x": 1.55, "y": 0.677 }, { "x": 1.6, "y": 0.694 }, { "x": 1.65, "y": 0.711 }, { "x": 1.7, "y": 0.728 }, { "x": 1.75, "y": 0.745 }, { "x": 1.8, "y": 0.762 }, { "x": 1.85, "y": 0.779 }, { "x": 1.9, "y": 0.796 }, { "x": 1.95, "y": 0.813 }, { "x": 2, "y": 0.83 }, { "x": 2.05, "y": 0.847 }, { "x": 2.1, "y": 0.864 }, { "x": 2.15, "y": 0.881 }, { "x": 2.2, "y": 0.898 }, { "x": 2.25, "y": 0.915 }, { "x": 2.3, "y": 0.932 }, { "x": 2.35, "y": 0.949 }, { "x": 2.4, "y": 0.966 }, { "x": 2.45, "y": 0.983 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.95, "y": 1 }, { "x": 4, "y": 1 }, { "x": 4.05, "y": 1 }, { "x": 4.1, "y": 1 }, { "x": 4.15, "y": 1 }, { "x": 4.2, "y": 1 }, { "x": 4.25, "y": 1 }, { "x": 4.3, "y": 1 }, { "x": 4.35, "y": 1 }, { "x": 4.4, "y": 1 }, { "x": 4.44999999999999, "y": 1 }, { "x": 4.49999999999999, "y": 1 }, { "x": 4.54999999999999, "y": 1 }, { "x": 4.59999999999999, "y": 1 }, { "x": 4.64999999999999, "y": 1 }, { "x": 4.69999999999999, "y": 1 }, { "x": 4.74999999999999, "y": 1 }, { "x": 4.79999999999999, "y": 1 }, { "x": 4.84999999999999, "y": 1 }, { "x": 4.89999999999999, "y": 1 }, { "x": 4.94999999999999, "y": 1 }, { "x": 4.99999999999999, "y": 1 }, { "x": 5.04999999999999, "y": 1 }, { "x": 5.09999999999999, "y": 1 }, { "x": 5.14999999999999, "y": 1 }, { "x": 5.19999999999999, "y": 1 }, { "x": 5.24999999999999, "y": 1 }, { "x": 5.29999999999999, "y": 1 }, { "x": 5.34999999999999, "y": 1 }, { "x": 5.39999999999999, "y": 1 }, { "x": 5.44999999999999, "y": 1 }, { "x": 5.49999999999999, "y": 1 }, { "x": 5.54999999999999, "y": 1 }, { "x": 5.59999999999999, "y": 1 }, { "x": 5.64999999999999, "y": 1 }, { "x": 5.69999999999999, "y": 1 }, { "x": 5.74999999999999, "y": 1 }, { "x": 5.79999999999999, "y": 1 }, { "x": 5.84999999999999, "y": 1 }, { "x": 5.89999999999999, "y": 1 }, { "x": 5.94999999999999, "y": 1 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1213, "curve_id": "F13.1", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks at grade concrete", "ci_detail": "Capacity: 1.9-7.6 million L/day; Assumes that the tank bottom is at grade, and that the water level in the tank exceeds the flood depth (so the tank will not float)", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.43825493093115531, "sigma": 0.405, "method": "Simple estimation", "mu_sigma_quality": 0.1, "mu_sigma_reconstruct": false, "raw_reconstruct": true, "reconstruct_method": "Use raw data points", "calculation_notes": "Estimation: μ=0.438 (from median~1.550), σ=0.405; Mu/sigma quality too low for reconstruction (quality: 0.100); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0 }, { "x": 0.65, "y": 0 }, { "x": 0.7, "y": 0 }, { "x": 0.75, "y": 0 }, { "x": 0.8, "y": 0 }, { "x": 0.85, "y": 0 }, { "x": 0.9, "y": 0 }, { "x": 0.95, "y": 0 }, { "x": 1, "y": 0 }, { "x": 1.05, "y": 0 }, { "x": 1.1, "y": 0 }, { "x": 1.15, "y": 0 }, { "x": 1.2, "y": 0 }, { "x": 1.25, "y": 0 }, { "x": 1.3, "y": 0 }, { "x": 1.35, "y": 0 }, { "x": 1.4, "y": 0 }, { "x": 1.45, "y": 0 }, { "x": 1.5, "y": 0 }, { "x": 1.55, "y": 0 }, { "x": 1.6, "y": 0 }, { "x": 1.65, "y": 0 }, { "x": 1.7, "y": 0 }, { "x": 1.75, "y": 0 }, { "x": 1.8, "y": 0 }, { "x": 1.85, "y": 0 }, { "x": 1.9, "y": 0 }, { "x": 1.95, "y": 0 }, { "x": 2, "y": 0 }, { "x": 2.05, "y": 0 }, { "x": 2.1, "y": 0 }, { "x": 2.15, "y": 0 }, { "x": 2.2, "y": 0 }, { "x": 2.25, "y": 0 }, { "x": 2.3, "y": 0 }, { "x": 2.35, "y": 0 }, { "x": 2.4, "y": 0 }, { "x": 2.45, "y": 0 }, { "x": 2.5, "y": 0 }, { "x": 2.55, "y": 0 }, { "x": 2.6, "y": 0 }, { "x": 2.65, "y": 0 }, { "x": 2.7, "y": 0 }, { "x": 2.75, "y": 0 }, { "x": 2.8, "y": 0 }, { "x": 2.85, "y": 0 }, { "x": 2.9, "y": 0 }, { "x": 2.95, "y": 0 }, { "x": 3, "y": 0 }, { "x": 3.05, "y": 0 } ] }, { "id": 1214, "curve_id": "F13.2", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks at grade steel", "ci_detail": "Capacity: 1.9-7.6 million L/day", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.43825493093115531, "sigma": 0.405, "method": "Simple estimation", "mu_sigma_quality": 0.1, "mu_sigma_reconstruct": false, "raw_reconstruct": true, "reconstruct_method": "Use raw data points", "calculation_notes": "Estimation: μ=0.438 (from median~1.550), σ=0.405; Mu/sigma quality too low for reconstruction (quality: 0.100); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0 }, { "x": 0.65, "y": 0 }, { "x": 0.7, "y": 0 }, { "x": 0.75, "y": 0 }, { "x": 0.8, "y": 0 }, { "x": 0.85, "y": 0 }, { "x": 0.9, "y": 0 }, { "x": 0.95, "y": 0 }, { "x": 1, "y": 0 }, { "x": 1.05, "y": 0 }, { "x": 1.1, "y": 0 }, { "x": 1.15, "y": 0 }, { "x": 1.2, "y": 0 }, { "x": 1.25, "y": 0 }, { "x": 1.3, "y": 0 }, { "x": 1.35, "y": 0 }, { "x": 1.4, "y": 0 }, { "x": 1.45, "y": 0 }, { "x": 1.5, "y": 0 }, { "x": 1.55, "y": 0 }, { "x": 1.6, "y": 0 }, { "x": 1.65, "y": 0 }, { "x": 1.7, "y": 0 }, { "x": 1.75, "y": 0 }, { "x": 1.8, "y": 0 }, { "x": 1.85, "y": 0 }, { "x": 1.9, "y": 0 }, { "x": 1.95, "y": 0 }, { "x": 2, "y": 0 }, { "x": 2.05, "y": 0 }, { "x": 2.1, "y": 0 }, { "x": 2.15, "y": 0 }, { "x": 2.2, "y": 0 }, { "x": 2.25, "y": 0 }, { "x": 2.3, "y": 0 }, { "x": 2.35, "y": 0 }, { "x": 2.4, "y": 0 }, { "x": 2.45, "y": 0 }, { "x": 2.5, "y": 0 }, { "x": 2.55, "y": 0 }, { "x": 2.6, "y": 0 }, { "x": 2.65, "y": 0 }, { "x": 2.7, "y": 0 }, { "x": 2.75, "y": 0 }, { "x": 2.8, "y": 0 }, { "x": 2.85, "y": 0 }, { "x": 2.9, "y": 0 }, { "x": 2.95, "y": 0 }, { "x": 3, "y": 0 }, { "x": 3.05, "y": 0 } ] }, { "id": 1215, "curve_id": "F13.3", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks at grade wood", "ci_detail": "Capacity: 1.9-7.6 million L/day", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.43825493093115531, "sigma": 0.405, "method": "Simple estimation", "mu_sigma_quality": 0.1, "mu_sigma_reconstruct": false, "raw_reconstruct": true, "reconstruct_method": "Use raw data points", "calculation_notes": "Estimation: μ=0.438 (from median~1.550), σ=0.405; Mu/sigma quality too low for reconstruction (quality: 0.100); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0 }, { "x": 0.65, "y": 0 }, { "x": 0.7, "y": 0 }, { "x": 0.75, "y": 0 }, { "x": 0.8, "y": 0 }, { "x": 0.85, "y": 0 }, { "x": 0.9, "y": 0 }, { "x": 0.95, "y": 0 }, { "x": 1, "y": 0 }, { "x": 1.05, "y": 0 }, { "x": 1.1, "y": 0 }, { "x": 1.15, "y": 0 }, { "x": 1.2, "y": 0 }, { "x": 1.25, "y": 0 }, { "x": 1.3, "y": 0 }, { "x": 1.35, "y": 0 }, { "x": 1.4, "y": 0 }, { "x": 1.45, "y": 0 }, { "x": 1.5, "y": 0 }, { "x": 1.55, "y": 0 }, { "x": 1.6, "y": 0 }, { "x": 1.65, "y": 0 }, { "x": 1.7, "y": 0 }, { "x": 1.75, "y": 0 }, { "x": 1.8, "y": 0 }, { "x": 1.85, "y": 0 }, { "x": 1.9, "y": 0 }, { "x": 1.95, "y": 0 }, { "x": 2, "y": 0 }, { "x": 2.05, "y": 0 }, { "x": 2.1, "y": 0 }, { "x": 2.15, "y": 0 }, { "x": 2.2, "y": 0 }, { "x": 2.25, "y": 0 }, { "x": 2.3, "y": 0 }, { "x": 2.35, "y": 0 }, { "x": 2.4, "y": 0 }, { "x": 2.45, "y": 0 }, { "x": 2.5, "y": 0 }, { "x": 2.55, "y": 0 }, { "x": 2.6, "y": 0 }, { "x": 2.65, "y": 0 }, { "x": 2.7, "y": 0 }, { "x": 2.75, "y": 0 }, { "x": 2.8, "y": 0 }, { "x": 2.85, "y": 0 }, { "x": 2.9, "y": 0 }, { "x": 2.95, "y": 0 }, { "x": 3, "y": 0 }, { "x": 3.05, "y": 0 } ] }, { "id": 1216, "curve_id": "F13.4", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks elevated", "ci_detail": "Capacity: 1.9-7.6 million L/day; Assumes that the tank foundations are not damaged", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.43825493093115531, "sigma": 0.405, "method": "Simple estimation", "mu_sigma_quality": 0.1, "mu_sigma_reconstruct": false, "raw_reconstruct": true, "reconstruct_method": "Use raw data points", "calculation_notes": "Estimation: μ=0.438 (from median~1.550), σ=0.405; Mu/sigma quality too low for reconstruction (quality: 0.100); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0 }, { "x": 0.65, "y": 0 }, { "x": 0.7, "y": 0 }, { "x": 0.75, "y": 0 }, { "x": 0.8, "y": 0 }, { "x": 0.85, "y": 0 }, { "x": 0.9, "y": 0 }, { "x": 0.95, "y": 0 }, { "x": 1, "y": 0 }, { "x": 1.05, "y": 0 }, { "x": 1.1, "y": 0 }, { "x": 1.15, "y": 0 }, { "x": 1.2, "y": 0 }, { "x": 1.25, "y": 0 }, { "x": 1.3, "y": 0 }, { "x": 1.35, "y": 0 }, { "x": 1.4, "y": 0 }, { "x": 1.45, "y": 0 }, { "x": 1.5, "y": 0 }, { "x": 1.55, "y": 0 }, { "x": 1.6, "y": 0 }, { "x": 1.65, "y": 0 }, { "x": 1.7, "y": 0 }, { "x": 1.75, "y": 0 }, { "x": 1.8, "y": 0 }, { "x": 1.85, "y": 0 }, { "x": 1.9, "y": 0 }, { "x": 1.95, "y": 0 }, { "x": 2, "y": 0 }, { "x": 2.05, "y": 0 }, { "x": 2.1, "y": 0 }, { "x": 2.15, "y": 0 }, { "x": 2.2, "y": 0 }, { "x": 2.25, "y": 0 }, { "x": 2.3, "y": 0 }, { "x": 2.35, "y": 0 }, { "x": 2.4, "y": 0 }, { "x": 2.45, "y": 0 }, { "x": 2.5, "y": 0 }, { "x": 2.55, "y": 0 }, { "x": 2.6, "y": 0 }, { "x": 2.65, "y": 0 }, { "x": 2.7, "y": 0 }, { "x": 2.75, "y": 0 }, { "x": 2.8, "y": 0 }, { "x": 2.85, "y": 0 }, { "x": 2.9, "y": 0 }, { "x": 2.95, "y": 0 }, { "x": 3, "y": 0 }, { "x": 3.05, "y": 0 } ] }, { "id": 1217, "curve_id": "F13.5", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks below grade (all)", "ci_detail": "Capacity: 1.9-7.6 million L/day; Assumes that the tank vent is 91.4 cm above grade, and that cleanup will be required", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 4.9153477452070859, "sigma": 2.4755995200240721, "method": "Curve fitting", "mu_sigma_quality": 0.75161766975469835, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.915, σ=2.476, R²=0.752; Mu/sigma can be used for reconstruction (quality: 0.752); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0 }, { "x": 0.65, "y": 0 }, { "x": 0.7, "y": 0 }, { "x": 0.75, "y": 0 }, { "x": 0.8, "y": 0 }, { "x": 0.85, "y": 0 }, { "x": 0.9, "y": 0 }, { "x": 0.95, "y": 0.00583989501312 }, { "x": 1, "y": 0.01404199475066 }, { "x": 1.05, "y": 0.02224409448819 }, { "x": 1.1, "y": 0.03044619422572 }, { "x": 1.15, "y": 0.03864829396325 }, { "x": 1.2, "y": 0.04685039370079 }, { "x": 1.25, "y": 0.05 }, { "x": 1.3, "y": 0.05 }, { "x": 1.35, "y": 0.05 }, { "x": 1.4, "y": 0.05 }, { "x": 1.45, "y": 0.05 }, { "x": 1.5, "y": 0.05 }, { "x": 1.55, "y": 0.05 }, { "x": 1.6, "y": 0.05 }, { "x": 1.65, "y": 0.05 }, { "x": 1.7, "y": 0.05 }, { "x": 1.75, "y": 0.05 }, { "x": 1.8, "y": 0.05 }, { "x": 1.85, "y": 0.05 }, { "x": 1.9, "y": 0.05 }, { "x": 1.95, "y": 0.05 }, { "x": 2, "y": 0.05 }, { "x": 2.05, "y": 0.05 }, { "x": 2.1, "y": 0.05 }, { "x": 2.15, "y": 0.05 }, { "x": 2.2, "y": 0.05 }, { "x": 2.25, "y": 0.05 }, { "x": 2.3, "y": 0.05 }, { "x": 2.35, "y": 0.05 }, { "x": 2.4, "y": 0.05 }, { "x": 2.45, "y": 0.05 }, { "x": 2.5, "y": 0.05 }, { "x": 2.55, "y": 0.05 }, { "x": 2.6, "y": 0.05 }, { "x": 2.65, "y": 0.05 }, { "x": 2.7, "y": 0.05 }, { "x": 2.75, "y": 0.05 }, { "x": 2.8, "y": 0.05 }, { "x": 2.85, "y": 0.05 }, { "x": 2.9, "y": 0.05 }, { "x": 2.95, "y": 0.05 }, { "x": 3, "y": 0.05 }, { "x": 3.05, "y": 0.05 } ] }, { "id": 1218, "curve_id": "F14.1", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Small water treatment plants open/gravity", "ci_detail": "Capacity of 38-189 million L/day. Cleanup, repair of small motors, buried conduits, and transformers required when flood level exceeds ground level. Clean and repair of major electrical equipment initiated when flood level exceeds 91.4 cm. ", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 1.8832375891749809, "sigma": 1.8455827829360794, "method": "Probit regression", "mu_sigma_quality": 0.95315098985828928, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Vulnerability curve - already in 0-1 range; Probit: Successful - R²=0.953; Mu/sigma can be used for reconstruction (quality: 0.953); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00820209973753 }, { "x": 0.1, "y": 0.01640419947507 }, { "x": 0.15, "y": 0.0246062992126 }, { "x": 0.2, "y": 0.03280839895013 }, { "x": 0.25, "y": 0.04101049868766 }, { "x": 0.3, "y": 0.0492125984252 }, { "x": 0.35, "y": 0.05444881889764 }, { "x": 0.4, "y": 0.05937007874016 }, { "x": 0.45, "y": 0.06429133858268 }, { "x": 0.5, "y": 0.0692125984252 }, { "x": 0.55, "y": 0.07413385826772 }, { "x": 0.6, "y": 0.07905511811024 }, { "x": 0.65, "y": 0.08265091863517 }, { "x": 0.7, "y": 0.08593175853018 }, { "x": 0.75, "y": 0.0892125984252 }, { "x": 0.8, "y": 0.09249343832021 }, { "x": 0.85, "y": 0.09577427821522 }, { "x": 0.9, "y": 0.09905511811024 }, { "x": 0.95, "y": 0.10817585301837 }, { "x": 1, "y": 0.11965879265092 }, { "x": 1.05, "y": 0.13114173228346 }, { "x": 1.1, "y": 0.14262467191601 }, { "x": 1.15, "y": 0.15410761154856 }, { "x": 1.2, "y": 0.1655905511811 }, { "x": 1.25, "y": 0.17707349081365 }, { "x": 1.3, "y": 0.18855643044619 }, { "x": 1.35, "y": 0.20003937007874 }, { "x": 1.4, "y": 0.21152230971129 }, { "x": 1.45, "y": 0.22300524934383 }, { "x": 1.5, "y": 0.23527559055118 }, { "x": 1.55, "y": 0.24511811023622 }, { "x": 1.6, "y": 0.25496062992126 }, { "x": 1.65, "y": 0.2648031496063 }, { "x": 1.7, "y": 0.27464566929134 }, { "x": 1.75, "y": 0.28448818897638 }, { "x": 1.8, "y": 0.29433070866142 }, { "x": 1.85, "y": 0.3 }, { "x": 1.9, "y": 0.3 }, { "x": 1.95, "y": 0.3 }, { "x": 2, "y": 0.3 }, { "x": 2.05, "y": 0.3 }, { "x": 2.1, "y": 0.3 }, { "x": 2.15, "y": 0.3 }, { "x": 2.2, "y": 0.3 }, { "x": 2.25, "y": 0.3 }, { "x": 2.3, "y": 0.3 }, { "x": 2.35, "y": 0.3 }, { "x": 2.4, "y": 0.3 }, { "x": 2.45, "y": 0.3 }, { "x": 2.5, "y": 0.3 }, { "x": 2.55, "y": 0.3 }, { "x": 2.6, "y": 0.3 }, { "x": 2.65, "y": 0.3 }, { "x": 2.7, "y": 0.3 }, { "x": 2.75, "y": 0.3 }, { "x": 2.8, "y": 0.3 }, { "x": 2.85, "y": 0.3 }, { "x": 2.9, "y": 0.3 }, { "x": 2.95, "y": 0.3 }, { "x": 3, "y": 0.3 }, { "x": 3.05, "y": 0.400656167979 } ] }, { "id": 1219, "curve_id": "F14.10", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "small, medium and large water treatment plants closed/pressure", "ci_detail": "Capacity above 38 million L/day. Below average flood design - more than average damage", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.66274437746083137, "sigma": 0.78453398337026825, "method": "Curve fitting", "mu_sigma_quality": 0.93237635530436014, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.663, σ=0.785, R²=0.932; Mu/sigma can be used for reconstruction (quality: 0.932); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00328083989501 }, { "x": 0.1, "y": 0.00656167979003 }, { "x": 0.15, "y": 0.00984251968504 }, { "x": 0.2, "y": 0.01312335958005 }, { "x": 0.25, "y": 0.01640419947507 }, { "x": 0.3, "y": 0.01968503937008 }, { "x": 0.35, "y": 0.02148293963255 }, { "x": 0.4, "y": 0.02312335958005 }, { "x": 0.45, "y": 0.02476377952756 }, { "x": 0.5, "y": 0.02640419947507 }, { "x": 0.55, "y": 0.02804461942257 }, { "x": 0.6, "y": 0.02968503937008 }, { "x": 0.65, "y": 0.03662729658793 }, { "x": 0.7, "y": 0.04482939632546 }, { "x": 0.75, "y": 0.05303149606299 }, { "x": 0.8, "y": 0.06123359580052 }, { "x": 0.85, "y": 0.06943569553806 }, { "x": 0.9, "y": 0.07763779527559 }, { "x": 0.95, "y": 0.09751968503937 }, { "x": 1, "y": 0.12212598425197 }, { "x": 1.05, "y": 0.14673228346457 }, { "x": 1.1, "y": 0.17133858267717 }, { "x": 1.15, "y": 0.19594488188976 }, { "x": 1.2, "y": 0.22055118110236 }, { "x": 1.25, "y": 0.25223097112861 }, { "x": 1.3, "y": 0.28832020997375 }, { "x": 1.35, "y": 0.3244094488189 }, { "x": 1.4, "y": 0.36049868766404 }, { "x": 1.45, "y": 0.39658792650919 }, { "x": 1.5, "y": 0.43818897637795 }, { "x": 1.55, "y": 0.46279527559055 }, { "x": 1.6, "y": 0.48740157480315 }, { "x": 1.65, "y": 0.51200787401575 }, { "x": 1.7, "y": 0.53661417322835 }, { "x": 1.75, "y": 0.56122047244094 }, { "x": 1.8, "y": 0.58582677165354 }, { "x": 1.85, "y": 0.6 }, { "x": 1.9, "y": 0.6 }, { "x": 1.95, "y": 0.6 }, { "x": 2, "y": 0.6 }, { "x": 2.05, "y": 0.6 }, { "x": 2.1, "y": 0.6 }, { "x": 2.15, "y": 0.6 }, { "x": 2.2, "y": 0.6 }, { "x": 2.25, "y": 0.6 }, { "x": 2.3, "y": 0.6 }, { "x": 2.35, "y": 0.6 }, { "x": 2.4, "y": 0.6 }, { "x": 2.45, "y": 0.6 }, { "x": 2.5, "y": 0.6 }, { "x": 2.55, "y": 0.6 }, { "x": 2.6, "y": 0.6 }, { "x": 2.65, "y": 0.6 }, { "x": 2.7, "y": 0.6 }, { "x": 2.75, "y": 0.6 }, { "x": 2.8, "y": 0.6 }, { "x": 2.85, "y": 0.6 }, { "x": 2.9, "y": 0.6 }, { "x": 2.95, "y": 0.6 }, { "x": 3, "y": 0.6 }, { "x": 3.05, "y": 0.6 } ] }, { "id": 1220, "curve_id": "F14.2", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Medium water treatment plants open/gravity", "ci_detail": "Capacity of 189-757 million L/day. Cleanup, repair of small motors, buried conduits, and transformers required when flood level exceeds ground level. Clean and repair of major electrical equipment initiated when flood level exceeds 91.4 cm. ", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 1.8832375891749809, "sigma": 1.8455827829360794, "method": "Probit regression", "mu_sigma_quality": 0.95315098985828928, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Vulnerability curve - already in 0-1 range; Probit: Successful - R²=0.953; Mu/sigma can be used for reconstruction (quality: 0.953); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00820209973753 }, { "x": 0.1, "y": 0.01640419947507 }, { "x": 0.15, "y": 0.0246062992126 }, { "x": 0.2, "y": 0.03280839895013 }, { "x": 0.25, "y": 0.04101049868766 }, { "x": 0.3, "y": 0.0492125984252 }, { "x": 0.35, "y": 0.05444881889764 }, { "x": 0.4, "y": 0.05937007874016 }, { "x": 0.45, "y": 0.06429133858268 }, { "x": 0.5, "y": 0.0692125984252 }, { "x": 0.55, "y": 0.07413385826772 }, { "x": 0.6, "y": 0.07905511811024 }, { "x": 0.65, "y": 0.08265091863517 }, { "x": 0.7, "y": 0.08593175853018 }, { "x": 0.75, "y": 0.0892125984252 }, { "x": 0.8, "y": 0.09249343832021 }, { "x": 0.85, "y": 0.09577427821522 }, { "x": 0.9, "y": 0.09905511811024 }, { "x": 0.95, "y": 0.10817585301837 }, { "x": 1, "y": 0.11965879265092 }, { "x": 1.05, "y": 0.13114173228346 }, { "x": 1.1, "y": 0.14262467191601 }, { "x": 1.15, "y": 0.15410761154856 }, { "x": 1.2, "y": 0.1655905511811 }, { "x": 1.25, "y": 0.17707349081365 }, { "x": 1.3, "y": 0.18855643044619 }, { "x": 1.35, "y": 0.20003937007874 }, { "x": 1.4, "y": 0.21152230971129 }, { "x": 1.45, "y": 0.22300524934383 }, { "x": 1.5, "y": 0.23527559055118 }, { "x": 1.55, "y": 0.24511811023622 }, { "x": 1.6, "y": 0.25496062992126 }, { "x": 1.65, "y": 0.2648031496063 }, { "x": 1.7, "y": 0.27464566929134 }, { "x": 1.75, "y": 0.28448818897638 }, { "x": 1.8, "y": 0.29433070866142 }, { "x": 1.85, "y": 0.3 }, { "x": 1.9, "y": 0.3 }, { "x": 1.95, "y": 0.3 }, { "x": 2, "y": 0.3 }, { "x": 2.05, "y": 0.3 }, { "x": 2.1, "y": 0.3 }, { "x": 2.15, "y": 0.3 }, { "x": 2.2, "y": 0.3 }, { "x": 2.25, "y": 0.3 }, { "x": 2.3, "y": 0.3 }, { "x": 2.35, "y": 0.3 }, { "x": 2.4, "y": 0.3 }, { "x": 2.45, "y": 0.3 }, { "x": 2.5, "y": 0.3 }, { "x": 2.55, "y": 0.3 }, { "x": 2.6, "y": 0.3 }, { "x": 2.65, "y": 0.3 }, { "x": 2.7, "y": 0.3 }, { "x": 2.75, "y": 0.3 }, { "x": 2.8, "y": 0.3 }, { "x": 2.85, "y": 0.3 }, { "x": 2.9, "y": 0.3 }, { "x": 2.95, "y": 0.3 }, { "x": 3, "y": 0.3 }, { "x": 3.05, "y": 0.400656167979 } ] }, { "id": 1221, "curve_id": "F14.3", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Large water treatment plants open/gravity", "ci_detail": "Capacity above 757 million L/day. Cleanup, repair of small motors, buried conduits, and transformers required when flood level exceeds ground level. Clean and repair of major electrical equipment initiated when flood level exceeds 91.4 cm. ", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 1.8832375891749809, "sigma": 1.8455827829360794, "method": "Probit regression", "mu_sigma_quality": 0.95315098985828928, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Vulnerability curve - already in 0-1 range; Probit: Successful - R²=0.953; Mu/sigma can be used for reconstruction (quality: 0.953); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00820209973753 }, { "x": 0.1, "y": 0.01640419947507 }, { "x": 0.15, "y": 0.0246062992126 }, { "x": 0.2, "y": 0.03280839895013 }, { "x": 0.25, "y": 0.04101049868766 }, { "x": 0.3, "y": 0.0492125984252 }, { "x": 0.35, "y": 0.05444881889764 }, { "x": 0.4, "y": 0.05937007874016 }, { "x": 0.45, "y": 0.06429133858268 }, { "x": 0.5, "y": 0.0692125984252 }, { "x": 0.55, "y": 0.07413385826772 }, { "x": 0.6, "y": 0.07905511811024 }, { "x": 0.65, "y": 0.08265091863517 }, { "x": 0.7, "y": 0.08593175853018 }, { "x": 0.75, "y": 0.0892125984252 }, { "x": 0.8, "y": 0.09249343832021 }, { "x": 0.85, "y": 0.09577427821522 }, { "x": 0.9, "y": 0.09905511811024 }, { "x": 0.95, "y": 0.10817585301837 }, { "x": 1, "y": 0.11965879265092 }, { "x": 1.05, "y": 0.13114173228346 }, { "x": 1.1, "y": 0.14262467191601 }, { "x": 1.15, "y": 0.15410761154856 }, { "x": 1.2, "y": 0.1655905511811 }, { "x": 1.25, "y": 0.17707349081365 }, { "x": 1.3, "y": 0.18855643044619 }, { "x": 1.35, "y": 0.20003937007874 }, { "x": 1.4, "y": 0.21152230971129 }, { "x": 1.45, "y": 0.22300524934383 }, { "x": 1.5, "y": 0.23527559055118 }, { "x": 1.55, "y": 0.24511811023622 }, { "x": 1.6, "y": 0.25496062992126 }, { "x": 1.65, "y": 0.2648031496063 }, { "x": 1.7, "y": 0.27464566929134 }, { "x": 1.75, "y": 0.28448818897638 }, { "x": 1.8, "y": 0.29433070866142 }, { "x": 1.85, "y": 0.3 }, { "x": 1.9, "y": 0.3 }, { "x": 1.95, "y": 0.3 }, { "x": 2, "y": 0.3 }, { "x": 2.05, "y": 0.3 }, { "x": 2.1, "y": 0.3 }, { "x": 2.15, "y": 0.3 }, { "x": 2.2, "y": 0.3 }, { "x": 2.25, "y": 0.3 }, { "x": 2.3, "y": 0.3 }, { "x": 2.35, "y": 0.3 }, { "x": 2.4, "y": 0.3 }, { "x": 2.45, "y": 0.3 }, { "x": 2.5, "y": 0.3 }, { "x": 2.55, "y": 0.3 }, { "x": 2.6, "y": 0.3 }, { "x": 2.65, "y": 0.3 }, { "x": 2.7, "y": 0.3 }, { "x": 2.75, "y": 0.3 }, { "x": 2.8, "y": 0.3 }, { "x": 2.85, "y": 0.3 }, { "x": 2.9, "y": 0.3 }, { "x": 2.95, "y": 0.3 }, { "x": 3, "y": 0.3 }, { "x": 3.05, "y": 0.400656167979 } ] }, { "id": 1222, "curve_id": "F14.4", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "small, medium and large water treatment plants open/gravity", "ci_detail": "Above average flood design - less than average damage. Capacity above 38 million L/day. ", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 3.3477631402608194, "sigma": 2.3432623016780432, "method": "Probit regression", "mu_sigma_quality": 0.95326660101030214, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Vulnerability curve - already in 0-1 range; Probit: Successful - R²=0.953; Mu/sigma can be used for reconstruction (quality: 0.953); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00492125984252 }, { "x": 0.1, "y": 0.00984251968504 }, { "x": 0.15, "y": 0.01476377952756 }, { "x": 0.2, "y": 0.01968503937008 }, { "x": 0.25, "y": 0.0246062992126 }, { "x": 0.3, "y": 0.02952755905512 }, { "x": 0.35, "y": 0.03148293963255 }, { "x": 0.4, "y": 0.03312335958005 }, { "x": 0.45, "y": 0.03476377952756 }, { "x": 0.5, "y": 0.03640419947507 }, { "x": 0.55, "y": 0.03804461942257 }, { "x": 0.6, "y": 0.03968503937008 }, { "x": 0.65, "y": 0.04132545931759 }, { "x": 0.7, "y": 0.04296587926509 }, { "x": 0.75, "y": 0.0446062992126 }, { "x": 0.8, "y": 0.0462467191601 }, { "x": 0.85, "y": 0.04788713910761 }, { "x": 0.9, "y": 0.04952755905512 }, { "x": 0.95, "y": 0.0546719160105 }, { "x": 1, "y": 0.06123359580052 }, { "x": 1.05, "y": 0.06779527559055 }, { "x": 1.1, "y": 0.07435695538058 }, { "x": 1.15, "y": 0.0809186351706 }, { "x": 1.2, "y": 0.08748031496063 }, { "x": 1.25, "y": 0.09303149606299 }, { "x": 1.3, "y": 0.09795275590551 }, { "x": 1.35, "y": 0.10287401574803 }, { "x": 1.4, "y": 0.10779527559055 }, { "x": 1.45, "y": 0.11271653543307 }, { "x": 1.5, "y": 0.11763779527559 }, { "x": 1.55, "y": 0.12255905511811 }, { "x": 1.6, "y": 0.12748031496063 }, { "x": 1.65, "y": 0.13240157480315 }, { "x": 1.7, "y": 0.13732283464567 }, { "x": 1.75, "y": 0.14224409448819 }, { "x": 1.8, "y": 0.14716535433071 }, { "x": 1.85, "y": 0.15 }, { "x": 1.9, "y": 0.15 }, { "x": 1.95, "y": 0.15 }, { "x": 2, "y": 0.15 }, { "x": 2.05, "y": 0.15 }, { "x": 2.1, "y": 0.15 }, { "x": 2.15, "y": 0.15 }, { "x": 2.2, "y": 0.15 }, { "x": 2.25, "y": 0.15 }, { "x": 2.3, "y": 0.15 }, { "x": 2.35, "y": 0.15 }, { "x": 2.4, "y": 0.15 }, { "x": 2.45, "y": 0.15 }, { "x": 2.5, "y": 0.15 }, { "x": 2.55, "y": 0.15 }, { "x": 2.6, "y": 0.15 }, { "x": 2.65, "y": 0.15 }, { "x": 2.7, "y": 0.15 }, { "x": 2.75, "y": 0.15 }, { "x": 2.8, "y": 0.15 }, { "x": 2.85, "y": 0.15 }, { "x": 2.9, "y": 0.15 }, { "x": 2.95, "y": 0.15 }, { "x": 3, "y": 0.15 }, { "x": 3.05, "y": 0.15 } ] }, { "id": 1223, "curve_id": "F14.5", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "small, medium and large water treatment plants open/gravity", "ci_detail": "Below average flood design - more than average damage. Capacity above 38 million L/day.", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 1.0740664385613039, "sigma": 2.0066981885602386, "method": "Curve fitting", "mu_sigma_quality": 0.9083666802518392, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.074, σ=2.007, R²=0.908; Mu/sigma can be used for reconstruction (quality: 0.908); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.08656167979003 }, { "x": 0.1, "y": 0.09312335958005 }, { "x": 0.15, "y": 0.09968503937008 }, { "x": 0.2, "y": 0.1062467191601 }, { "x": 0.25, "y": 0.11280839895013 }, { "x": 0.3, "y": 0.11937007874016 }, { "x": 0.35, "y": 0.12444881889764 }, { "x": 0.4, "y": 0.12937007874016 }, { "x": 0.45, "y": 0.13429133858268 }, { "x": 0.5, "y": 0.1392125984252 }, { "x": 0.55, "y": 0.14413385826772 }, { "x": 0.6, "y": 0.14905511811024 }, { "x": 0.65, "y": 0.16458005249344 }, { "x": 0.7, "y": 0.18262467191601 }, { "x": 0.75, "y": 0.20066929133858 }, { "x": 0.8, "y": 0.21871391076115 }, { "x": 0.85, "y": 0.23675853018373 }, { "x": 0.9, "y": 0.2548031496063 }, { "x": 0.95, "y": 0.27167979002625 }, { "x": 1, "y": 0.28808398950131 }, { "x": 1.05, "y": 0.30448818897638 }, { "x": 1.1, "y": 0.32089238845144 }, { "x": 1.15, "y": 0.33729658792651 }, { "x": 1.2, "y": 0.35370078740157 }, { "x": 1.25, "y": 0.36909448818898 }, { "x": 1.3, "y": 0.38385826771654 }, { "x": 1.35, "y": 0.39862204724409 }, { "x": 1.4, "y": 0.41338582677165 }, { "x": 1.45, "y": 0.42814960629921 }, { "x": 1.5, "y": 0.45 }, { "x": 1.55, "y": 0.45 }, { "x": 1.6, "y": 0.45 }, { "x": 1.65, "y": 0.45 }, { "x": 1.7, "y": 0.45 }, { "x": 1.75, "y": 0.45 }, { "x": 1.8, "y": 0.45 }, { "x": 1.85, "y": 0.45 }, { "x": 1.9, "y": 0.45 }, { "x": 1.95, "y": 0.45 }, { "x": 2, "y": 0.45 }, { "x": 2.05, "y": 0.45 }, { "x": 2.1, "y": 0.45 }, { "x": 2.15, "y": 0.45 }, { "x": 2.2, "y": 0.45 }, { "x": 2.25, "y": 0.45 }, { "x": 2.3, "y": 0.45 }, { "x": 2.35, "y": 0.45 }, { "x": 2.4, "y": 0.45 }, { "x": 2.45, "y": 0.45 }, { "x": 2.5, "y": 0.45 }, { "x": 2.55, "y": 0.45 }, { "x": 2.6, "y": 0.45 }, { "x": 2.65, "y": 0.45 }, { "x": 2.7, "y": 0.45 }, { "x": 2.75, "y": 0.45 }, { "x": 2.8, "y": 0.45 }, { "x": 2.85, "y": 0.45 }, { "x": 2.9, "y": 0.45 }, { "x": 2.95, "y": 0.45 }, { "x": 3, "y": 0.45 }, { "x": 3.05, "y": 0.45 } ] }, { "id": 1224, "curve_id": "F14.6", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Small water treatment plants closed/pressure", "ci_detail": "Capacity of 38-189 million L/day. Assumes all equipment raised 91.4 cm above ground level. Mechanical/electrical equipment represents a greater percentage of the plant value than for the open design", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 1.1520498974795852, "sigma": 1.0596115521124518, "method": "Curve fitting", "mu_sigma_quality": 0.91167901540441043, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.152, σ=1.060, R²=0.912; Mu/sigma can be used for reconstruction (quality: 0.912); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00164041994751 }, { "x": 0.1, "y": 0.00328083989501 }, { "x": 0.15, "y": 0.00492125984252 }, { "x": 0.2, "y": 0.00656167979003 }, { "x": 0.25, "y": 0.00820209973753 }, { "x": 0.3, "y": 0.00984251968504 }, { "x": 0.35, "y": 0.01148293963255 }, { "x": 0.4, "y": 0.01312335958005 }, { "x": 0.45, "y": 0.01476377952756 }, { "x": 0.5, "y": 0.01640419947507 }, { "x": 0.55, "y": 0.01804461942257 }, { "x": 0.6, "y": 0.01968503937008 }, { "x": 0.65, "y": 0.02397637795276 }, { "x": 0.7, "y": 0.02889763779528 }, { "x": 0.75, "y": 0.0338188976378 }, { "x": 0.8, "y": 0.03874015748031 }, { "x": 0.85, "y": 0.04366141732283 }, { "x": 0.9, "y": 0.04858267716535 }, { "x": 0.95, "y": 0.06167979002625 }, { "x": 1, "y": 0.07808398950131 }, { "x": 1.05, "y": 0.09448818897638 }, { "x": 1.1, "y": 0.11089238845144 }, { "x": 1.15, "y": 0.12729658792651 }, { "x": 1.2, "y": 0.14370078740157 }, { "x": 1.25, "y": 0.16515748031496 }, { "x": 1.3, "y": 0.18976377952756 }, { "x": 1.35, "y": 0.21437007874016 }, { "x": 1.4, "y": 0.23897637795276 }, { "x": 1.45, "y": 0.26358267716535 }, { "x": 1.5, "y": 0.29212598425197 }, { "x": 1.55, "y": 0.30853018372703 }, { "x": 1.6, "y": 0.3249343832021 }, { "x": 1.65, "y": 0.34133858267717 }, { "x": 1.7, "y": 0.35774278215223 }, { "x": 1.75, "y": 0.3741469816273 }, { "x": 1.8, "y": 0.39055118110236 }, { "x": 1.85, "y": 0.4 }, { "x": 1.9, "y": 0.4 }, { "x": 1.95, "y": 0.4 }, { "x": 2, "y": 0.4 }, { "x": 2.05, "y": 0.4 }, { "x": 2.1, "y": 0.4 }, { "x": 2.15, "y": 0.4 }, { "x": 2.2, "y": 0.4 }, { "x": 2.25, "y": 0.4 }, { "x": 2.3, "y": 0.4 }, { "x": 2.35, "y": 0.4 }, { "x": 2.4, "y": 0.4 }, { "x": 2.45, "y": 0.4 }, { "x": 2.5, "y": 0.4 }, { "x": 2.55, "y": 0.4 }, { "x": 2.6, "y": 0.4 }, { "x": 2.65, "y": 0.4 }, { "x": 2.7, "y": 0.4 }, { "x": 2.75, "y": 0.4 }, { "x": 2.8, "y": 0.4 }, { "x": 2.85, "y": 0.4 }, { "x": 2.9, "y": 0.4 }, { "x": 2.95, "y": 0.4 }, { "x": 3, "y": 0.4 }, { "x": 3.05, "y": 0.4 } ] }, { "id": 1225, "curve_id": "F14.7", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Medium water treatment plants closed/pressure", "ci_detail": "Capacity of 189-757 million L/day. Assumes all equipment raised 91.4 cm above ground level. Mechanical/electrical equipment represents a greater percentage of the plant value than for the open design", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 1.1520498974795852, "sigma": 1.0596115521124518, "method": "Curve fitting", "mu_sigma_quality": 0.91167901540441043, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.152, σ=1.060, R²=0.912; Mu/sigma can be used for reconstruction (quality: 0.912); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00164041994751 }, { "x": 0.1, "y": 0.00328083989501 }, { "x": 0.15, "y": 0.00492125984252 }, { "x": 0.2, "y": 0.00656167979003 }, { "x": 0.25, "y": 0.00820209973753 }, { "x": 0.3, "y": 0.00984251968504 }, { "x": 0.35, "y": 0.01148293963255 }, { "x": 0.4, "y": 0.01312335958005 }, { "x": 0.45, "y": 0.01476377952756 }, { "x": 0.5, "y": 0.01640419947507 }, { "x": 0.55, "y": 0.01804461942257 }, { "x": 0.6, "y": 0.01968503937008 }, { "x": 0.65, "y": 0.02397637795276 }, { "x": 0.7, "y": 0.02889763779528 }, { "x": 0.75, "y": 0.0338188976378 }, { "x": 0.8, "y": 0.03874015748031 }, { "x": 0.85, "y": 0.04366141732283 }, { "x": 0.9, "y": 0.04858267716535 }, { "x": 0.95, "y": 0.06167979002625 }, { "x": 1, "y": 0.07808398950131 }, { "x": 1.05, "y": 0.09448818897638 }, { "x": 1.1, "y": 0.11089238845144 }, { "x": 1.15, "y": 0.12729658792651 }, { "x": 1.2, "y": 0.14370078740157 }, { "x": 1.25, "y": 0.16515748031496 }, { "x": 1.3, "y": 0.18976377952756 }, { "x": 1.35, "y": 0.21437007874016 }, { "x": 1.4, "y": 0.23897637795276 }, { "x": 1.45, "y": 0.26358267716535 }, { "x": 1.5, "y": 0.29212598425197 }, { "x": 1.55, "y": 0.30853018372703 }, { "x": 1.6, "y": 0.3249343832021 }, { "x": 1.65, "y": 0.34133858267717 }, { "x": 1.7, "y": 0.35774278215223 }, { "x": 1.75, "y": 0.3741469816273 }, { "x": 1.8, "y": 0.39055118110236 }, { "x": 1.85, "y": 0.4 }, { "x": 1.9, "y": 0.4 }, { "x": 1.95, "y": 0.4 }, { "x": 2, "y": 0.4 }, { "x": 2.05, "y": 0.4 }, { "x": 2.1, "y": 0.4 }, { "x": 2.15, "y": 0.4 }, { "x": 2.2, "y": 0.4 }, { "x": 2.25, "y": 0.4 }, { "x": 2.3, "y": 0.4 }, { "x": 2.35, "y": 0.4 }, { "x": 2.4, "y": 0.4 }, { "x": 2.45, "y": 0.4 }, { "x": 2.5, "y": 0.4 }, { "x": 2.55, "y": 0.4 }, { "x": 2.6, "y": 0.4 }, { "x": 2.65, "y": 0.4 }, { "x": 2.7, "y": 0.4 }, { "x": 2.75, "y": 0.4 }, { "x": 2.8, "y": 0.4 }, { "x": 2.85, "y": 0.4 }, { "x": 2.9, "y": 0.4 }, { "x": 2.95, "y": 0.4 }, { "x": 3, "y": 0.4 }, { "x": 3.05, "y": 0.4 } ] }, { "id": 1226, "curve_id": "F14.8", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Large water treatment plants closed/pressure", "ci_detail": "Capacity above 757 million L/day. Assumes all equipment raised 91.4 cm above ground level. Mechanical/electrical equipment represents a greater percentage of the plant value than for the open design", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 1.1520498974795852, "sigma": 1.0596115521124518, "method": "Curve fitting", "mu_sigma_quality": 0.91167901540441043, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.152, σ=1.060, R²=0.912; Mu/sigma can be used for reconstruction (quality: 0.912); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00164041994751 }, { "x": 0.1, "y": 0.00328083989501 }, { "x": 0.15, "y": 0.00492125984252 }, { "x": 0.2, "y": 0.00656167979003 }, { "x": 0.25, "y": 0.00820209973753 }, { "x": 0.3, "y": 0.00984251968504 }, { "x": 0.35, "y": 0.01148293963255 }, { "x": 0.4, "y": 0.01312335958005 }, { "x": 0.45, "y": 0.01476377952756 }, { "x": 0.5, "y": 0.01640419947507 }, { "x": 0.55, "y": 0.01804461942257 }, { "x": 0.6, "y": 0.01968503937008 }, { "x": 0.65, "y": 0.02397637795276 }, { "x": 0.7, "y": 0.02889763779528 }, { "x": 0.75, "y": 0.0338188976378 }, { "x": 0.8, "y": 0.03874015748031 }, { "x": 0.85, "y": 0.04366141732283 }, { "x": 0.9, "y": 0.04858267716535 }, { "x": 0.95, "y": 0.06167979002625 }, { "x": 1, "y": 0.07808398950131 }, { "x": 1.05, "y": 0.09448818897638 }, { "x": 1.1, "y": 0.11089238845144 }, { "x": 1.15, "y": 0.12729658792651 }, { "x": 1.2, "y": 0.14370078740157 }, { "x": 1.25, "y": 0.16515748031496 }, { "x": 1.3, "y": 0.18976377952756 }, { "x": 1.35, "y": 0.21437007874016 }, { "x": 1.4, "y": 0.23897637795276 }, { "x": 1.45, "y": 0.26358267716535 }, { "x": 1.5, "y": 0.29212598425197 }, { "x": 1.55, "y": 0.30853018372703 }, { "x": 1.6, "y": 0.3249343832021 }, { "x": 1.65, "y": 0.34133858267717 }, { "x": 1.7, "y": 0.35774278215223 }, { "x": 1.75, "y": 0.3741469816273 }, { "x": 1.8, "y": 0.39055118110236 }, { "x": 1.85, "y": 0.4 }, { "x": 1.9, "y": 0.4 }, { "x": 1.95, "y": 0.4 }, { "x": 2, "y": 0.4 }, { "x": 2.05, "y": 0.4 }, { "x": 2.1, "y": 0.4 }, { "x": 2.15, "y": 0.4 }, { "x": 2.2, "y": 0.4 }, { "x": 2.25, "y": 0.4 }, { "x": 2.3, "y": 0.4 }, { "x": 2.35, "y": 0.4 }, { "x": 2.4, "y": 0.4 }, { "x": 2.45, "y": 0.4 }, { "x": 2.5, "y": 0.4 }, { "x": 2.55, "y": 0.4 }, { "x": 2.6, "y": 0.4 }, { "x": 2.65, "y": 0.4 }, { "x": 2.7, "y": 0.4 }, { "x": 2.75, "y": 0.4 }, { "x": 2.8, "y": 0.4 }, { "x": 2.85, "y": 0.4 }, { "x": 2.9, "y": 0.4 }, { "x": 2.95, "y": 0.4 }, { "x": 3, "y": 0.4 }, { "x": 3.05, "y": 0.4 } ] }, { "id": 1227, "curve_id": "F14.9", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "small, medium and large plants closed/pressure", "ci_detail": "Capacity above 38 million L/day. Above average flood design - less than average damage", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 2.1405959534940289, "sigma": 1.4792038426302037, "method": "Curve fitting", "mu_sigma_quality": 0.899935087184796, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.141, σ=1.479, R²=0.900; Mu/sigma can be used for reconstruction (quality: 0.900); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00164041994751 }, { "x": 0.1, "y": 0.00328083989501 }, { "x": 0.15, "y": 0.00492125984252 }, { "x": 0.2, "y": 0.00656167979003 }, { "x": 0.25, "y": 0.00820209973753 }, { "x": 0.3, "y": 0.00984251968504 }, { "x": 0.35, "y": 0.01 }, { "x": 0.4, "y": 0.01 }, { "x": 0.45, "y": 0.01 }, { "x": 0.5, "y": 0.01 }, { "x": 0.55, "y": 0.01 }, { "x": 0.6, "y": 0.01 }, { "x": 0.65, "y": 0.01265091863517 }, { "x": 0.7, "y": 0.01593175853018 }, { "x": 0.75, "y": 0.0192125984252 }, { "x": 0.8, "y": 0.02249343832021 }, { "x": 0.85, "y": 0.02577427821522 }, { "x": 0.9, "y": 0.02905511811024 }, { "x": 0.95, "y": 0.03583989501312 }, { "x": 1, "y": 0.04404199475066 }, { "x": 1.05, "y": 0.05224409448819 }, { "x": 1.1, "y": 0.06044619422572 }, { "x": 1.15, "y": 0.06864829396325 }, { "x": 1.2, "y": 0.07685039370079 }, { "x": 1.25, "y": 0.08707349081365 }, { "x": 1.3, "y": 0.09855643044619 }, { "x": 1.35, "y": 0.11003937007874 }, { "x": 1.4, "y": 0.12152230971129 }, { "x": 1.45, "y": 0.13300524934383 }, { "x": 1.5, "y": 0.14606299212598 }, { "x": 1.55, "y": 0.15426509186352 }, { "x": 1.6, "y": 0.16246719160105 }, { "x": 1.65, "y": 0.17066929133858 }, { "x": 1.7, "y": 0.17887139107612 }, { "x": 1.75, "y": 0.18707349081365 }, { "x": 1.8, "y": 0.19527559055118 }, { "x": 1.85, "y": 0.2 }, { "x": 1.9, "y": 0.2 }, { "x": 1.95, "y": 0.2 }, { "x": 2, "y": 0.2 }, { "x": 2.05, "y": 0.2 }, { "x": 2.1, "y": 0.2 }, { "x": 2.15, "y": 0.2 }, { "x": 2.2, "y": 0.2 }, { "x": 2.25, "y": 0.2 }, { "x": 2.3, "y": 0.2 }, { "x": 2.35, "y": 0.2 }, { "x": 2.4, "y": 0.2 }, { "x": 2.45, "y": 0.2 }, { "x": 2.5, "y": 0.2 }, { "x": 2.55, "y": 0.2 }, { "x": 2.6, "y": 0.2 }, { "x": 2.65, "y": 0.2 }, { "x": 2.7, "y": 0.2 }, { "x": 2.75, "y": 0.2 }, { "x": 2.8, "y": 0.2 }, { "x": 2.85, "y": 0.2 }, { "x": 2.9, "y": 0.2 }, { "x": 2.95, "y": 0.2 }, { "x": 3, "y": 0.2 }, { "x": 3.05, "y": 0.2 } ] }, { "id": 1228, "curve_id": "F15.1", "sector": "Water", "ci_type": "Water well", "ci_desc": "Wells, capacity between 3.8 and 18.9 million L/day", "ci_detail": "Assumes that electrical equipment and well vent/openings are 91.4 cm above grade, and that the well is not permemantly contaminated", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 1.5553863239515135, "sigma": 1.2590246621028311, "method": "Probit regression", "mu_sigma_quality": 0.906247232304743, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Vulnerability curve - already in 0-1 range; Probit: Successful - R²=0.906; Mu/sigma can be used for reconstruction (quality: 0.906); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00164041994751 }, { "x": 0.1, "y": 0.00328083989501 }, { "x": 0.15, "y": 0.00492125984252 }, { "x": 0.2, "y": 0.00656167979003 }, { "x": 0.25, "y": 0.00820209973753 }, { "x": 0.3, "y": 0.00984251968504 }, { "x": 0.35, "y": 0.01148293963255 }, { "x": 0.4, "y": 0.01312335958005 }, { "x": 0.45, "y": 0.01476377952756 }, { "x": 0.5, "y": 0.01640419947507 }, { "x": 0.55, "y": 0.01804461942257 }, { "x": 0.6, "y": 0.01968503937008 }, { "x": 0.65, "y": 0.02397637795276 }, { "x": 0.7, "y": 0.02889763779528 }, { "x": 0.75, "y": 0.0338188976378 }, { "x": 0.8, "y": 0.03874015748031 }, { "x": 0.85, "y": 0.04366141732283 }, { "x": 0.9, "y": 0.04858267716535 }, { "x": 0.95, "y": 0.06751968503937 }, { "x": 1, "y": 0.09212598425197 }, { "x": 1.05, "y": 0.11673228346457 }, { "x": 1.1, "y": 0.14133858267717 }, { "x": 1.15, "y": 0.16594488188976 }, { "x": 1.2, "y": 0.19055118110236 }, { "x": 1.25, "y": 0.20505249343832 }, { "x": 1.3, "y": 0.21325459317585 }, { "x": 1.35, "y": 0.22145669291339 }, { "x": 1.4, "y": 0.22965879265092 }, { "x": 1.45, "y": 0.23786089238845 }, { "x": 1.5, "y": 0.24606299212598 }, { "x": 1.55, "y": 0.25426509186352 }, { "x": 1.6, "y": 0.26246719160105 }, { "x": 1.65, "y": 0.27066929133858 }, { "x": 1.7, "y": 0.27887139107612 }, { "x": 1.75, "y": 0.28707349081365 }, { "x": 1.8, "y": 0.29527559055118 }, { "x": 1.85, "y": 0.3 }, { "x": 1.9, "y": 0.3 }, { "x": 1.95, "y": 0.3 }, { "x": 2, "y": 0.3 }, { "x": 2.05, "y": 0.3 }, { "x": 2.1, "y": 0.3 }, { "x": 2.15, "y": 0.3 }, { "x": 2.2, "y": 0.3 }, { "x": 2.25, "y": 0.3 }, { "x": 2.3, "y": 0.3 }, { "x": 2.35, "y": 0.3 }, { "x": 2.4, "y": 0.3 }, { "x": 2.45, "y": 0.3 }, { "x": 2.5, "y": 0.3 }, { "x": 2.55, "y": 0.3 }, { "x": 2.6, "y": 0.3 }, { "x": 2.65, "y": 0.3 }, { "x": 2.7, "y": 0.3 }, { "x": 2.75, "y": 0.3 }, { "x": 2.8, "y": 0.3 }, { "x": 2.85, "y": 0.3 }, { "x": 2.9, "y": 0.3 }, { "x": 2.95, "y": 0.3 }, { "x": 3, "y": 0.3 }, { "x": 3.05, "y": 0.3 } ] }, { "id": 1229, "curve_id": "F16.1", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Exposed transmission pipeline crossing", "ci_detail": "No damage expected from submergence", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.43825493093115531, "sigma": 0.405, "method": "Simple estimation", "mu_sigma_quality": 0.1, "mu_sigma_reconstruct": false, "raw_reconstruct": true, "reconstruct_method": "Use raw data points", "calculation_notes": "Estimation: μ=0.438 (from median~1.550), σ=0.405; Mu/sigma quality too low for reconstruction (quality: 0.100); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0 }, { "x": 0.65, "y": 0 }, { "x": 0.7, "y": 0 }, { "x": 0.75, "y": 0 }, { "x": 0.8, "y": 0 }, { "x": 0.85, "y": 0 }, { "x": 0.9, "y": 0 }, { "x": 0.95, "y": 0 }, { "x": 1, "y": 0 }, { "x": 1.05, "y": 0 }, { "x": 1.1, "y": 0 }, { "x": 1.15, "y": 0 }, { "x": 1.2, "y": 0 }, { "x": 1.25, "y": 0 }, { "x": 1.3, "y": 0 }, { "x": 1.35, "y": 0 }, { "x": 1.4, "y": 0 }, { "x": 1.45, "y": 0 }, { "x": 1.5, "y": 0 }, { "x": 1.55, "y": 0 }, { "x": 1.6, "y": 0 }, { "x": 1.65, "y": 0 }, { "x": 1.7, "y": 0 }, { "x": 1.75, "y": 0 }, { "x": 1.8, "y": 0 }, { "x": 1.85, "y": 0 }, { "x": 1.9, "y": 0 }, { "x": 1.95, "y": 0 }, { "x": 2, "y": 0 }, { "x": 2.05, "y": 0 }, { "x": 2.1, "y": 0 }, { "x": 2.15, "y": 0 }, { "x": 2.2, "y": 0 }, { "x": 2.25, "y": 0 }, { "x": 2.3, "y": 0 }, { "x": 2.35, "y": 0 }, { "x": 2.4, "y": 0 }, { "x": 2.45, "y": 0 }, { "x": 2.5, "y": 0 }, { "x": 2.55, "y": 0 }, { "x": 2.6, "y": 0 }, { "x": 2.65, "y": 0 }, { "x": 2.7, "y": 0 }, { "x": 2.75, "y": 0 }, { "x": 2.8, "y": 0 }, { "x": 2.85, "y": 0 }, { "x": 2.9, "y": 0 }, { "x": 2.95, "y": 0 }, { "x": 3, "y": 0 }, { "x": 3.05, "y": 0 } ] }, { "id": 1230, "curve_id": "F16.2", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried transmission pipeline crossing", "ci_detail": "No damage expected from submergence", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.43825493093115531, "sigma": 0.405, "method": "Simple estimation", "mu_sigma_quality": 0.1, "mu_sigma_reconstruct": false, "raw_reconstruct": true, "reconstruct_method": "Use raw data points", "calculation_notes": "Estimation: μ=0.438 (from median~1.550), σ=0.405; Mu/sigma quality too low for reconstruction (quality: 0.100); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0 }, { "x": 0.65, "y": 0 }, { "x": 0.7, "y": 0 }, { "x": 0.75, "y": 0 }, { "x": 0.8, "y": 0 }, { "x": 0.85, "y": 0 }, { "x": 0.9, "y": 0 }, { "x": 0.95, "y": 0 }, { "x": 1, "y": 0 }, { "x": 1.05, "y": 0 }, { "x": 1.1, "y": 0 }, { "x": 1.15, "y": 0 }, { "x": 1.2, "y": 0 }, { "x": 1.25, "y": 0 }, { "x": 1.3, "y": 0 }, { "x": 1.35, "y": 0 }, { "x": 1.4, "y": 0 }, { "x": 1.45, "y": 0 }, { "x": 1.5, "y": 0 }, { "x": 1.55, "y": 0 }, { "x": 1.6, "y": 0 }, { "x": 1.65, "y": 0 }, { "x": 1.7, "y": 0 }, { "x": 1.75, "y": 0 }, { "x": 1.8, "y": 0 }, { "x": 1.85, "y": 0 }, { "x": 1.9, "y": 0 }, { "x": 1.95, "y": 0 }, { "x": 2, "y": 0 }, { "x": 2.05, "y": 0 }, { "x": 2.1, "y": 0 }, { "x": 2.15, "y": 0 }, { "x": 2.2, "y": 0 }, { "x": 2.25, "y": 0 }, { "x": 2.3, "y": 0 }, { "x": 2.35, "y": 0 }, { "x": 2.4, "y": 0 }, { "x": 2.45, "y": 0 }, { "x": 2.5, "y": 0 }, { "x": 2.55, "y": 0 }, { "x": 2.6, "y": 0 }, { "x": 2.65, "y": 0 }, { "x": 2.7, "y": 0 }, { "x": 2.75, "y": 0 }, { "x": 2.8, "y": 0 }, { "x": 2.85, "y": 0 }, { "x": 2.9, "y": 0 }, { "x": 2.95, "y": 0 }, { "x": 3, "y": 0 }, { "x": 3.05, "y": 0 } ] }, { "id": 1231, "curve_id": "F16.3", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Pipelines (non-crossing)", "ci_detail": "No damage expected from submergence", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.43825493093115531, "sigma": 0.405, "method": "Simple estimation", "mu_sigma_quality": 0.1, "mu_sigma_reconstruct": false, "raw_reconstruct": true, "reconstruct_method": "Use raw data points", "calculation_notes": "Estimation: μ=0.438 (from median~1.550), σ=0.405; Mu/sigma quality too low for reconstruction (quality: 0.100); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0 }, { "x": 0.65, "y": 0 }, { "x": 0.7, "y": 0 }, { "x": 0.75, "y": 0 }, { "x": 0.8, "y": 0 }, { "x": 0.85, "y": 0 }, { "x": 0.9, "y": 0 }, { "x": 0.95, "y": 0 }, { "x": 1, "y": 0 }, { "x": 1.05, "y": 0 }, { "x": 1.1, "y": 0 }, { "x": 1.15, "y": 0 }, { "x": 1.2, "y": 0 }, { "x": 1.25, "y": 0 }, { "x": 1.3, "y": 0 }, { "x": 1.35, "y": 0 }, { "x": 1.4, "y": 0 }, { "x": 1.45, "y": 0 }, { "x": 1.5, "y": 0 }, { "x": 1.55, "y": 0 }, { "x": 1.6, "y": 0 }, { "x": 1.65, "y": 0 }, { "x": 1.7, "y": 0 }, { "x": 1.75, "y": 0 }, { "x": 1.8, "y": 0 }, { "x": 1.85, "y": 0 }, { "x": 1.9, "y": 0 }, { "x": 1.95, "y": 0 }, { "x": 2, "y": 0 }, { "x": 2.05, "y": 0 }, { "x": 2.1, "y": 0 }, { "x": 2.15, "y": 0 }, { "x": 2.2, "y": 0 }, { "x": 2.25, "y": 0 }, { "x": 2.3, "y": 0 }, { "x": 2.35, "y": 0 }, { "x": 2.4, "y": 0 }, { "x": 2.45, "y": 0 }, { "x": 2.5, "y": 0 }, { "x": 2.55, "y": 0 }, { "x": 2.6, "y": 0 }, { "x": 2.65, "y": 0 }, { "x": 2.7, "y": 0 }, { "x": 2.75, "y": 0 }, { "x": 2.8, "y": 0 }, { "x": 2.85, "y": 0 }, { "x": 2.9, "y": 0 }, { "x": 2.95, "y": 0 }, { "x": 3, "y": 0 }, { "x": 3.05, "y": 0 } ] }, { "id": 1232, "curve_id": "F17.1", "sector": "Water", "ci_type": "Others", "ci_desc": "Pumping plants (small) below grade", "ci_detail": "A capacity of lower than 38 million L/day. Assumes entrance is 91.4 cm above ground level and is not sealed. Assumes all eletrical equipment is below grade. Once entrance level exceeded, entire pump station floods", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 1.1299097338206296, "sigma": 1.2610784063905967, "method": "Curve fitting", "mu_sigma_quality": 0.78683381931343854, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.130, σ=1.261, R²=0.787; Mu/sigma can be used for reconstruction (quality: 0.787); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0 }, { "x": 0.65, "y": 0 }, { "x": 0.7, "y": 0 }, { "x": 0.75, "y": 0 }, { "x": 0.8, "y": 0 }, { "x": 0.85, "y": 0 }, { "x": 0.9, "y": 0 }, { "x": 0.95, "y": 0.04671916010499 }, { "x": 1, "y": 0.11233595800525 }, { "x": 1.05, "y": 0.17795275590551 }, { "x": 1.1, "y": 0.24356955380577 }, { "x": 1.15, "y": 0.30918635170604 }, { "x": 1.2, "y": 0.3748031496063 }, { "x": 1.25, "y": 0.4 }, { "x": 1.3, "y": 0.4 }, { "x": 1.35, "y": 0.4 }, { "x": 1.4, "y": 0.4 }, { "x": 1.45, "y": 0.4 }, { "x": 1.5, "y": 0.4 }, { "x": 1.55, "y": 0.4 }, { "x": 1.6, "y": 0.4 }, { "x": 1.65, "y": 0.4 }, { "x": 1.7, "y": 0.4 }, { "x": 1.75, "y": 0.4 }, { "x": 1.8, "y": 0.4 }, { "x": 1.85, "y": 0.4 }, { "x": 1.9, "y": 0.4 }, { "x": 1.95, "y": 0.4 }, { "x": 2, "y": 0.4 }, { "x": 2.05, "y": 0.4 }, { "x": 2.1, "y": 0.4 }, { "x": 2.15, "y": 0.4 }, { "x": 2.2, "y": 0.4 }, { "x": 2.25, "y": 0.4 }, { "x": 2.3, "y": 0.4 }, { "x": 2.35, "y": 0.4 }, { "x": 2.4, "y": 0.4 }, { "x": 2.45, "y": 0.4 }, { "x": 2.5, "y": 0.4 }, { "x": 2.55, "y": 0.4 }, { "x": 2.6, "y": 0.4 }, { "x": 2.65, "y": 0.4 }, { "x": 2.7, "y": 0.4 }, { "x": 2.75, "y": 0.4 }, { "x": 2.8, "y": 0.4 }, { "x": 2.85, "y": 0.4 }, { "x": 2.9, "y": 0.4 }, { "x": 2.95, "y": 0.4 }, { "x": 3, "y": 0.4 }, { "x": 3.05, "y": 0.4 } ] }, { "id": 1233, "curve_id": "F17.2", "sector": "Water", "ci_type": "Others", "ci_desc": "Pumping plants (medium/large) below grade", "ci_detail": "A capacity above 38 million L/day. Assumes entrance is 91.4 cm above ground level and is not sealed. Assumes all eletrical equipment is below grade. Once entrance level exceeded, entire pump station floods", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 1.1299097338206296, "sigma": 1.2610784063905967, "method": "Curve fitting", "mu_sigma_quality": 0.78683381931343854, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.130, σ=1.261, R²=0.787; Mu/sigma can be used for reconstruction (quality: 0.787); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0 }, { "x": 0.65, "y": 0 }, { "x": 0.7, "y": 0 }, { "x": 0.75, "y": 0 }, { "x": 0.8, "y": 0 }, { "x": 0.85, "y": 0 }, { "x": 0.9, "y": 0 }, { "x": 0.95, "y": 0.04671916010499 }, { "x": 1, "y": 0.11233595800525 }, { "x": 1.05, "y": 0.17795275590551 }, { "x": 1.1, "y": 0.24356955380577 }, { "x": 1.15, "y": 0.30918635170604 }, { "x": 1.2, "y": 0.3748031496063 }, { "x": 1.25, "y": 0.4 }, { "x": 1.3, "y": 0.4 }, { "x": 1.35, "y": 0.4 }, { "x": 1.4, "y": 0.4 }, { "x": 1.45, "y": 0.4 }, { "x": 1.5, "y": 0.4 }, { "x": 1.55, "y": 0.4 }, { "x": 1.6, "y": 0.4 }, { "x": 1.65, "y": 0.4 }, { "x": 1.7, "y": 0.4 }, { "x": 1.75, "y": 0.4 }, { "x": 1.8, "y": 0.4 }, { "x": 1.85, "y": 0.4 }, { "x": 1.9, "y": 0.4 }, { "x": 1.95, "y": 0.4 }, { "x": 2, "y": 0.4 }, { "x": 2.05, "y": 0.4 }, { "x": 2.1, "y": 0.4 }, { "x": 2.15, "y": 0.4 }, { "x": 2.2, "y": 0.4 }, { "x": 2.25, "y": 0.4 }, { "x": 2.3, "y": 0.4 }, { "x": 2.35, "y": 0.4 }, { "x": 2.4, "y": 0.4 }, { "x": 2.45, "y": 0.4 }, { "x": 2.5, "y": 0.4 }, { "x": 2.55, "y": 0.4 }, { "x": 2.6, "y": 0.4 }, { "x": 2.65, "y": 0.4 }, { "x": 2.7, "y": 0.4 }, { "x": 2.75, "y": 0.4 }, { "x": 2.8, "y": 0.4 }, { "x": 2.85, "y": 0.4 }, { "x": 2.9, "y": 0.4 }, { "x": 2.95, "y": 0.4 }, { "x": 3, "y": 0.4 }, { "x": 3.05, "y": 0.4 } ] }, { "id": 1234, "curve_id": "F17.3", "sector": "Water", "ci_type": "Others", "ci_desc": "Pumping plants (small) above grade", "ci_detail": "A capacity of lower than 38 million L/day. Assumes all equipment raised 91.4 cm above ground level.", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 1.1520498974795852, "sigma": 1.0596115521124518, "method": "Curve fitting", "mu_sigma_quality": 0.91167901540441043, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.152, σ=1.060, R²=0.912; Mu/sigma can be used for reconstruction (quality: 0.912); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00164041994751 }, { "x": 0.1, "y": 0.00328083989501 }, { "x": 0.15, "y": 0.00492125984252 }, { "x": 0.2, "y": 0.00656167979003 }, { "x": 0.25, "y": 0.00820209973753 }, { "x": 0.3, "y": 0.00984251968504 }, { "x": 0.35, "y": 0.01148293963255 }, { "x": 0.4, "y": 0.01312335958005 }, { "x": 0.45, "y": 0.01476377952756 }, { "x": 0.5, "y": 0.01640419947507 }, { "x": 0.55, "y": 0.01804461942257 }, { "x": 0.6, "y": 0.01968503937008 }, { "x": 0.65, "y": 0.02397637795276 }, { "x": 0.7, "y": 0.02889763779528 }, { "x": 0.75, "y": 0.0338188976378 }, { "x": 0.8, "y": 0.03874015748031 }, { "x": 0.85, "y": 0.04366141732283 }, { "x": 0.9, "y": 0.04858267716535 }, { "x": 0.95, "y": 0.06167979002625 }, { "x": 1, "y": 0.07808398950131 }, { "x": 1.05, "y": 0.09448818897638 }, { "x": 1.1, "y": 0.11089238845144 }, { "x": 1.15, "y": 0.12729658792651 }, { "x": 1.2, "y": 0.14370078740157 }, { "x": 1.25, "y": 0.16515748031496 }, { "x": 1.3, "y": 0.18976377952756 }, { "x": 1.35, "y": 0.21437007874016 }, { "x": 1.4, "y": 0.23897637795276 }, { "x": 1.45, "y": 0.26358267716535 }, { "x": 1.5, "y": 0.29212598425197 }, { "x": 1.55, "y": 0.30853018372703 }, { "x": 1.6, "y": 0.3249343832021 }, { "x": 1.65, "y": 0.34133858267717 }, { "x": 1.7, "y": 0.35774278215223 }, { "x": 1.75, "y": 0.3741469816273 }, { "x": 1.8, "y": 0.39055118110236 }, { "x": 1.85, "y": 0.4 }, { "x": 1.9, "y": 0.4 }, { "x": 1.95, "y": 0.4 }, { "x": 2, "y": 0.4 }, { "x": 2.05, "y": 0.4 }, { "x": 2.1, "y": 0.4 }, { "x": 2.15, "y": 0.4 }, { "x": 2.2, "y": 0.4 }, { "x": 2.25, "y": 0.4 }, { "x": 2.3, "y": 0.4 }, { "x": 2.35, "y": 0.4 }, { "x": 2.4, "y": 0.4 }, { "x": 2.45, "y": 0.4 }, { "x": 2.5, "y": 0.4 }, { "x": 2.55, "y": 0.4 }, { "x": 2.6, "y": 0.4 }, { "x": 2.65, "y": 0.4 }, { "x": 2.7, "y": 0.4 }, { "x": 2.75, "y": 0.4 }, { "x": 2.8, "y": 0.4 }, { "x": 2.85, "y": 0.4 }, { "x": 2.9, "y": 0.4 }, { "x": 2.95, "y": 0.4 }, { "x": 3, "y": 0.4 }, { "x": 3.05, "y": 0.4 } ] }, { "id": 1235, "curve_id": "F17.4", "sector": "Water", "ci_type": "Others", "ci_desc": "Pumping plants (medium/large) above grade", "ci_detail": "A capacity above 38 million L/day. Assumes all equipment raised 91.4 cm above ground level.", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 1.1520498974795852, "sigma": 1.0596115521124518, "method": "Curve fitting", "mu_sigma_quality": 0.91167901540441043, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.152, σ=1.060, R²=0.912; Mu/sigma can be used for reconstruction (quality: 0.912); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00164041994751 }, { "x": 0.1, "y": 0.00328083989501 }, { "x": 0.15, "y": 0.00492125984252 }, { "x": 0.2, "y": 0.00656167979003 }, { "x": 0.25, "y": 0.00820209973753 }, { "x": 0.3, "y": 0.00984251968504 }, { "x": 0.35, "y": 0.01148293963255 }, { "x": 0.4, "y": 0.01312335958005 }, { "x": 0.45, "y": 0.01476377952756 }, { "x": 0.5, "y": 0.01640419947507 }, { "x": 0.55, "y": 0.01804461942257 }, { "x": 0.6, "y": 0.01968503937008 }, { "x": 0.65, "y": 0.02397637795276 }, { "x": 0.7, "y": 0.02889763779528 }, { "x": 0.75, "y": 0.0338188976378 }, { "x": 0.8, "y": 0.03874015748031 }, { "x": 0.85, "y": 0.04366141732283 }, { "x": 0.9, "y": 0.04858267716535 }, { "x": 0.95, "y": 0.06167979002625 }, { "x": 1, "y": 0.07808398950131 }, { "x": 1.05, "y": 0.09448818897638 }, { "x": 1.1, "y": 0.11089238845144 }, { "x": 1.15, "y": 0.12729658792651 }, { "x": 1.2, "y": 0.14370078740157 }, { "x": 1.25, "y": 0.16515748031496 }, { "x": 1.3, "y": 0.18976377952756 }, { "x": 1.35, "y": 0.21437007874016 }, { "x": 1.4, "y": 0.23897637795276 }, { "x": 1.45, "y": 0.26358267716535 }, { "x": 1.5, "y": 0.29212598425197 }, { "x": 1.55, "y": 0.30853018372703 }, { "x": 1.6, "y": 0.3249343832021 }, { "x": 1.65, "y": 0.34133858267717 }, { "x": 1.7, "y": 0.35774278215223 }, { "x": 1.75, "y": 0.3741469816273 }, { "x": 1.8, "y": 0.39055118110236 }, { "x": 1.85, "y": 0.4 }, { "x": 1.9, "y": 0.4 }, { "x": 1.95, "y": 0.4 }, { "x": 2, "y": 0.4 }, { "x": 2.05, "y": 0.4 }, { "x": 2.1, "y": 0.4 }, { "x": 2.15, "y": 0.4 }, { "x": 2.2, "y": 0.4 }, { "x": 2.25, "y": 0.4 }, { "x": 2.3, "y": 0.4 }, { "x": 2.35, "y": 0.4 }, { "x": 2.4, "y": 0.4 }, { "x": 2.45, "y": 0.4 }, { "x": 2.5, "y": 0.4 }, { "x": 2.55, "y": 0.4 }, { "x": 2.6, "y": 0.4 }, { "x": 2.65, "y": 0.4 }, { "x": 2.7, "y": 0.4 }, { "x": 2.75, "y": 0.4 }, { "x": 2.8, "y": 0.4 }, { "x": 2.85, "y": 0.4 }, { "x": 2.9, "y": 0.4 }, { "x": 2.95, "y": 0.4 }, { "x": 3, "y": 0.4 }, { "x": 3.05, "y": 0.4 } ] }, { "id": 1236, "curve_id": "F17.5", "sector": "Water", "ci_type": "Others", "ci_desc": "Pumping plants", "ci_detail": "Capacity greater than 518.4 L/d; in diked areas", "source_type": "Project Report", "source_abbrev": "Kok et al. (2005)", "source_detail": "Kok, M., Huizinga, H. J., and Barendregt, A.: Standard Method 2004: Damage and Casualties Caused by Flooding, 56 pp., 2005.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": -0.263617939353979, "sigma": 0.96179017035399306, "method": "Curve fitting", "mu_sigma_quality": 0.94741668482019692, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.264, σ=0.962, R²=0.947; Mu/sigma can be used for reconstruction (quality: 0.947); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Netherlands", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.045 }, { "x": 0.1, "y": 0.09 }, { "x": 0.15, "y": 0.135 }, { "x": 0.2, "y": 0.18 }, { "x": 0.25, "y": 0.225 }, { "x": 0.3, "y": 0.27 }, { "x": 0.35, "y": 0.315 }, { "x": 0.4, "y": 0.36 }, { "x": 0.45, "y": 0.397 }, { "x": 0.5, "y": 0.41 }, { "x": 0.55, "y": 0.423 }, { "x": 0.6, "y": 0.436 }, { "x": 0.65, "y": 0.449 }, { "x": 0.7, "y": 0.462 }, { "x": 0.75, "y": 0.475 }, { "x": 0.8, "y": 0.488 }, { "x": 0.85, "y": 0.501 }, { "x": 0.9, "y": 0.514 }, { "x": 0.95, "y": 0.527 }, { "x": 1, "y": 0.54 }, { "x": 1.05, "y": 0.553 }, { "x": 1.1, "y": 0.566 }, { "x": 1.15, "y": 0.579 }, { "x": 1.2, "y": 0.592 }, { "x": 1.25, "y": 0.605 }, { "x": 1.3, "y": 0.618 }, { "x": 1.35, "y": 0.631 }, { "x": 1.4, "y": 0.644 }, { "x": 1.45, "y": 0.657 }, { "x": 1.5, "y": 0.67 }, { "x": 1.55, "y": 0.683 }, { "x": 1.6, "y": 0.696 }, { "x": 1.65, "y": 0.709 }, { "x": 1.7, "y": 0.722 }, { "x": 1.75, "y": 0.735 }, { "x": 1.8, "y": 0.748 }, { "x": 1.85, "y": 0.761 }, { "x": 1.9, "y": 0.774 }, { "x": 1.95, "y": 0.787 }, { "x": 2, "y": 0.8 }, { "x": 2.05, "y": 0.813 }, { "x": 2.1, "y": 0.826 }, { "x": 2.15, "y": 0.839 }, { "x": 2.2, "y": 0.852 }, { "x": 2.25, "y": 0.865 }, { "x": 2.3, "y": 0.878 }, { "x": 2.35, "y": 0.891 }, { "x": 2.4, "y": 0.904 }, { "x": 2.45, "y": 0.917 }, { "x": 2.5, "y": 0.93 }, { "x": 2.55, "y": 0.943 }, { "x": 2.6, "y": 0.956 }, { "x": 2.65, "y": 0.969 }, { "x": 2.7, "y": 0.982 }, { "x": 2.75, "y": 0.995 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.95, "y": 1 }, { "x": 4, "y": 1 }, { "x": 4.05, "y": 1 }, { "x": 4.1, "y": 1 }, { "x": 4.15, "y": 1 }, { "x": 4.2, "y": 1 }, { "x": 4.25, "y": 1 }, { "x": 4.3, "y": 1 }, { "x": 4.35, "y": 1 }, { "x": 4.4, "y": 1 }, { "x": 4.44999999999999, "y": 1 }, { "x": 4.49999999999999, "y": 1 }, { "x": 4.54999999999999, "y": 1 }, { "x": 4.59999999999999, "y": 1 }, { "x": 4.64999999999999, "y": 1 }, { "x": 4.69999999999999, "y": 1 }, { "x": 4.74999999999999, "y": 1 }, { "x": 4.79999999999999, "y": 1 }, { "x": 4.84999999999999, "y": 1 }, { "x": 4.89999999999999, "y": 1 }, { "x": 4.94999999999999, "y": 1 }, { "x": 4.99999999999999, "y": 1 }, { "x": 5.04999999999999, "y": 1 }, { "x": 5.09999999999999, "y": 1 }, { "x": 5.14999999999999, "y": 1 }, { "x": 5.19999999999999, "y": 1 }, { "x": 5.24999999999999, "y": 1 }, { "x": 5.29999999999999, "y": 1 }, { "x": 5.34999999999999, "y": 1 }, { "x": 5.39999999999999, "y": 1 }, { "x": 5.44999999999999, "y": 1 }, { "x": 5.49999999999999, "y": 1 }, { "x": 5.54999999999999, "y": 1 }, { "x": 5.59999999999999, "y": 1 }, { "x": 5.64999999999999, "y": 1 }, { "x": 5.69999999999999, "y": 1 }, { "x": 5.74999999999999, "y": 1 }, { "x": 5.79999999999999, "y": 1 }, { "x": 5.84999999999999, "y": 1 }, { "x": 5.89999999999999, "y": 1 }, { "x": 5.94999999999999, "y": 1 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1237, "curve_id": "F17.6", "sector": "Water", "ci_type": "Others", "ci_desc": "Control vaults and stations", "ci_detail": "Assumes entrance is at grade, and is not sealed", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 1.9637737407585478, "sigma": 5.8500491345500372, "method": "Probit regression", "mu_sigma_quality": 0.52959455174635384, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Vulnerability curve - already in 0-1 range; Probit: Successful - R²=0.530; Mu/sigma can be used for reconstruction (quality: 0.530); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.06561679790026 }, { "x": 0.1, "y": 0.13123359580052 }, { "x": 0.15, "y": 0.19685039370079 }, { "x": 0.2, "y": 0.26246719160105 }, { "x": 0.25, "y": 0.32808398950131 }, { "x": 0.3, "y": 0.39370078740157 }, { "x": 0.35, "y": 0.4 }, { "x": 0.4, "y": 0.4 }, { "x": 0.45, "y": 0.4 }, { "x": 0.5, "y": 0.4 }, { "x": 0.55, "y": 0.4 }, { "x": 0.6, "y": 0.4 }, { "x": 0.65, "y": 0.4 }, { "x": 0.7, "y": 0.4 }, { "x": 0.75, "y": 0.4 }, { "x": 0.8, "y": 0.4 }, { "x": 0.85, "y": 0.4 }, { "x": 0.9, "y": 0.4 }, { "x": 0.95, "y": 0.4 }, { "x": 1, "y": 0.4 }, { "x": 1.05, "y": 0.4 }, { "x": 1.1, "y": 0.4 }, { "x": 1.15, "y": 0.4 }, { "x": 1.2, "y": 0.4 }, { "x": 1.25, "y": 0.4 }, { "x": 1.3, "y": 0.4 }, { "x": 1.35, "y": 0.4 }, { "x": 1.4, "y": 0.4 }, { "x": 1.45, "y": 0.4 }, { "x": 1.5, "y": 0.4 }, { "x": 1.55, "y": 0.4 }, { "x": 1.6, "y": 0.4 }, { "x": 1.65, "y": 0.4 }, { "x": 1.7, "y": 0.4 }, { "x": 1.75, "y": 0.4 }, { "x": 1.8, "y": 0.4 }, { "x": 1.85, "y": 0.4 }, { "x": 1.9, "y": 0.4 }, { "x": 1.95, "y": 0.4 }, { "x": 2, "y": 0.4 }, { "x": 2.05, "y": 0.4 }, { "x": 2.1, "y": 0.4 }, { "x": 2.15, "y": 0.4 }, { "x": 2.2, "y": 0.4 }, { "x": 2.25, "y": 0.4 }, { "x": 2.3, "y": 0.4 }, { "x": 2.35, "y": 0.4 }, { "x": 2.4, "y": 0.4 }, { "x": 2.45, "y": 0.4 }, { "x": 2.5, "y": 0.4 }, { "x": 2.55, "y": 0.4 }, { "x": 2.6, "y": 0.4 }, { "x": 2.65, "y": 0.4 }, { "x": 2.7, "y": 0.4 }, { "x": 2.75, "y": 0.4 }, { "x": 2.8, "y": 0.4 }, { "x": 2.85, "y": 0.4 }, { "x": 2.9, "y": 0.4 }, { "x": 2.95, "y": 0.4 }, { "x": 3, "y": 0.4 }, { "x": 3.05, "y": 0.4 } ] }, { "id": 1238, "curve_id": "F18.1", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Small wastewater treatment plants", "ci_detail": "Capacity lower than 189 million L/d. Cleanup, repair of small motors, buried conduits, and transformers required when flood level exceeds ground level. Clean and repair of major electrical equipment initiated when flood level exceeds 91.4 cm. ", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 1.9086105294744955, "sigma": 1.8638730916256667, "method": "Probit regression", "mu_sigma_quality": 0.9534231722348635, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Vulnerability curve - already in 0-1 range; Probit: Successful - R²=0.953; Mu/sigma can be used for reconstruction (quality: 0.953); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00820209973753 }, { "x": 0.1, "y": 0.01640419947507 }, { "x": 0.15, "y": 0.0246062992126 }, { "x": 0.2, "y": 0.03280839895013 }, { "x": 0.25, "y": 0.04101049868766 }, { "x": 0.3, "y": 0.0492125984252 }, { "x": 0.35, "y": 0.05444881889764 }, { "x": 0.4, "y": 0.05937007874016 }, { "x": 0.45, "y": 0.06429133858268 }, { "x": 0.5, "y": 0.0692125984252 }, { "x": 0.55, "y": 0.07413385826772 }, { "x": 0.6, "y": 0.07905511811024 }, { "x": 0.65, "y": 0.08265091863517 }, { "x": 0.7, "y": 0.08593175853018 }, { "x": 0.75, "y": 0.0892125984252 }, { "x": 0.8, "y": 0.09249343832021 }, { "x": 0.85, "y": 0.09577427821522 }, { "x": 0.9, "y": 0.09905511811024 }, { "x": 0.95, "y": 0.10817585301837 }, { "x": 1, "y": 0.11965879265092 }, { "x": 1.05, "y": 0.13114173228346 }, { "x": 1.1, "y": 0.14262467191601 }, { "x": 1.15, "y": 0.15410761154856 }, { "x": 1.2, "y": 0.1655905511811 }, { "x": 1.25, "y": 0.17707349081365 }, { "x": 1.3, "y": 0.18855643044619 }, { "x": 1.35, "y": 0.20003937007874 }, { "x": 1.4, "y": 0.21152230971129 }, { "x": 1.45, "y": 0.22300524934383 }, { "x": 1.5, "y": 0.23527559055118 }, { "x": 1.55, "y": 0.24511811023622 }, { "x": 1.6, "y": 0.25496062992126 }, { "x": 1.65, "y": 0.2648031496063 }, { "x": 1.7, "y": 0.27464566929134 }, { "x": 1.75, "y": 0.28448818897638 }, { "x": 1.8, "y": 0.29433070866142 }, { "x": 1.85, "y": 0.3 }, { "x": 1.9, "y": 0.3 }, { "x": 1.95, "y": 0.3 }, { "x": 2, "y": 0.3 }, { "x": 2.05, "y": 0.3 }, { "x": 2.1, "y": 0.3 }, { "x": 2.15, "y": 0.3 }, { "x": 2.2, "y": 0.3 }, { "x": 2.25, "y": 0.3 }, { "x": 2.3, "y": 0.3 }, { "x": 2.35, "y": 0.3 }, { "x": 2.4, "y": 0.3 }, { "x": 2.45, "y": 0.3 }, { "x": 2.5, "y": 0.3 }, { "x": 2.55, "y": 0.3 }, { "x": 2.6, "y": 0.3 }, { "x": 2.65, "y": 0.3 }, { "x": 2.7, "y": 0.3 }, { "x": 2.75, "y": 0.3 }, { "x": 2.8, "y": 0.3 }, { "x": 2.85, "y": 0.3 }, { "x": 2.9, "y": 0.3 }, { "x": 2.95, "y": 0.3 }, { "x": 3, "y": 0.3 }, { "x": 3.05, "y": 0.3 } ] }, { "id": 1239, "curve_id": "F18.2", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Medium wastewater treatment plants", "ci_detail": "Capacity 189-757 million L/d. Cleanup, repair of small motors, buried conduits, and transformers required when flood level exceeds ground level. Clean and repair of major electrical equipment initiated when flood level exceeds 91.4 cm. ", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 1.9086105294744955, "sigma": 1.8638730916256667, "method": "Probit regression", "mu_sigma_quality": 0.9534231722348635, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Vulnerability curve - already in 0-1 range; Probit: Successful - R²=0.953; Mu/sigma can be used for reconstruction (quality: 0.953); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00820209973753 }, { "x": 0.1, "y": 0.01640419947507 }, { "x": 0.15, "y": 0.0246062992126 }, { "x": 0.2, "y": 0.03280839895013 }, { "x": 0.25, "y": 0.04101049868766 }, { "x": 0.3, "y": 0.0492125984252 }, { "x": 0.35, "y": 0.05444881889764 }, { "x": 0.4, "y": 0.05937007874016 }, { "x": 0.45, "y": 0.06429133858268 }, { "x": 0.5, "y": 0.0692125984252 }, { "x": 0.55, "y": 0.07413385826772 }, { "x": 0.6, "y": 0.07905511811024 }, { "x": 0.65, "y": 0.08265091863517 }, { "x": 0.7, "y": 0.08593175853018 }, { "x": 0.75, "y": 0.0892125984252 }, { "x": 0.8, "y": 0.09249343832021 }, { "x": 0.85, "y": 0.09577427821522 }, { "x": 0.9, "y": 0.09905511811024 }, { "x": 0.95, "y": 0.10817585301837 }, { "x": 1, "y": 0.11965879265092 }, { "x": 1.05, "y": 0.13114173228346 }, { "x": 1.1, "y": 0.14262467191601 }, { "x": 1.15, "y": 0.15410761154856 }, { "x": 1.2, "y": 0.1655905511811 }, { "x": 1.25, "y": 0.17707349081365 }, { "x": 1.3, "y": 0.18855643044619 }, { "x": 1.35, "y": 0.20003937007874 }, { "x": 1.4, "y": 0.21152230971129 }, { "x": 1.45, "y": 0.22300524934383 }, { "x": 1.5, "y": 0.23527559055118 }, { "x": 1.55, "y": 0.24511811023622 }, { "x": 1.6, "y": 0.25496062992126 }, { "x": 1.65, "y": 0.2648031496063 }, { "x": 1.7, "y": 0.27464566929134 }, { "x": 1.75, "y": 0.28448818897638 }, { "x": 1.8, "y": 0.29433070866142 }, { "x": 1.85, "y": 0.3 }, { "x": 1.9, "y": 0.3 }, { "x": 1.95, "y": 0.3 }, { "x": 2, "y": 0.3 }, { "x": 2.05, "y": 0.3 }, { "x": 2.1, "y": 0.3 }, { "x": 2.15, "y": 0.3 }, { "x": 2.2, "y": 0.3 }, { "x": 2.25, "y": 0.3 }, { "x": 2.3, "y": 0.3 }, { "x": 2.35, "y": 0.3 }, { "x": 2.4, "y": 0.3 }, { "x": 2.45, "y": 0.3 }, { "x": 2.5, "y": 0.3 }, { "x": 2.55, "y": 0.3 }, { "x": 2.6, "y": 0.3 }, { "x": 2.65, "y": 0.3 }, { "x": 2.7, "y": 0.3 }, { "x": 2.75, "y": 0.3 }, { "x": 2.8, "y": 0.3 }, { "x": 2.85, "y": 0.3 }, { "x": 2.9, "y": 0.3 }, { "x": 2.95, "y": 0.3 }, { "x": 3, "y": 0.3 }, { "x": 3.05, "y": 0.3 } ] }, { "id": 1240, "curve_id": "F18.3", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Large wastewater treatment plants", "ci_detail": "Capacity more than 757 million L/d. Cleanup, repair of small motors, buried conduits, and transformers required when flood level exceeds ground level. Clean and repair of major electrical equipment initiated when flood level exceeds 91.4 cm. ", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 1.9086105294744955, "sigma": 1.8638730916256667, "method": "Probit regression", "mu_sigma_quality": 0.9534231722348635, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Vulnerability curve - already in 0-1 range; Probit: Successful - R²=0.953; Mu/sigma can be used for reconstruction (quality: 0.953); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00820209973753 }, { "x": 0.1, "y": 0.01640419947507 }, { "x": 0.15, "y": 0.0246062992126 }, { "x": 0.2, "y": 0.03280839895013 }, { "x": 0.25, "y": 0.04101049868766 }, { "x": 0.3, "y": 0.0492125984252 }, { "x": 0.35, "y": 0.05444881889764 }, { "x": 0.4, "y": 0.05937007874016 }, { "x": 0.45, "y": 0.06429133858268 }, { "x": 0.5, "y": 0.0692125984252 }, { "x": 0.55, "y": 0.07413385826772 }, { "x": 0.6, "y": 0.07905511811024 }, { "x": 0.65, "y": 0.08265091863517 }, { "x": 0.7, "y": 0.08593175853018 }, { "x": 0.75, "y": 0.0892125984252 }, { "x": 0.8, "y": 0.09249343832021 }, { "x": 0.85, "y": 0.09577427821522 }, { "x": 0.9, "y": 0.09905511811024 }, { "x": 0.95, "y": 0.10817585301837 }, { "x": 1, "y": 0.11965879265092 }, { "x": 1.05, "y": 0.13114173228346 }, { "x": 1.1, "y": 0.14262467191601 }, { "x": 1.15, "y": 0.15410761154856 }, { "x": 1.2, "y": 0.1655905511811 }, { "x": 1.25, "y": 0.17707349081365 }, { "x": 1.3, "y": 0.18855643044619 }, { "x": 1.35, "y": 0.20003937007874 }, { "x": 1.4, "y": 0.21152230971129 }, { "x": 1.45, "y": 0.22300524934383 }, { "x": 1.5, "y": 0.23527559055118 }, { "x": 1.55, "y": 0.24511811023622 }, { "x": 1.6, "y": 0.25496062992126 }, { "x": 1.65, "y": 0.2648031496063 }, { "x": 1.7, "y": 0.27464566929134 }, { "x": 1.75, "y": 0.28448818897638 }, { "x": 1.8, "y": 0.29433070866142 }, { "x": 1.85, "y": 0.3 }, { "x": 1.9, "y": 0.3 }, { "x": 1.95, "y": 0.3 }, { "x": 2, "y": 0.3 }, { "x": 2.05, "y": 0.3 }, { "x": 2.1, "y": 0.3 }, { "x": 2.15, "y": 0.3 }, { "x": 2.2, "y": 0.3 }, { "x": 2.25, "y": 0.3 }, { "x": 2.3, "y": 0.3 }, { "x": 2.35, "y": 0.3 }, { "x": 2.4, "y": 0.3 }, { "x": 2.45, "y": 0.3 }, { "x": 2.5, "y": 0.3 }, { "x": 2.55, "y": 0.3 }, { "x": 2.6, "y": 0.3 }, { "x": 2.65, "y": 0.3 }, { "x": 2.7, "y": 0.3 }, { "x": 2.75, "y": 0.3 }, { "x": 2.8, "y": 0.3 }, { "x": 2.85, "y": 0.3 }, { "x": 2.9, "y": 0.3 }, { "x": 2.95, "y": 0.3 }, { "x": 3, "y": 0.3 }, { "x": 3.05, "y": 0.3 } ] }, { "id": 1241, "curve_id": "F18.4", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Small, medium, large wastewater treatment plants", "ci_detail": "Less than average damage", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 3.3120509933323081, "sigma": 2.3224703807205973, "method": "Probit regression", "mu_sigma_quality": 0.9536239162628799, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Vulnerability curve - already in 0-1 range; Probit: Successful - R²=0.954; Mu/sigma can be used for reconstruction (quality: 0.954); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00492125984252 }, { "x": 0.1, "y": 0.00984251968504 }, { "x": 0.15, "y": 0.01476377952756 }, { "x": 0.2, "y": 0.01968503937008 }, { "x": 0.25, "y": 0.0246062992126 }, { "x": 0.3, "y": 0.02952755905512 }, { "x": 0.35, "y": 0.03148293963255 }, { "x": 0.4, "y": 0.03312335958005 }, { "x": 0.45, "y": 0.03476377952756 }, { "x": 0.5, "y": 0.03640419947507 }, { "x": 0.55, "y": 0.03804461942257 }, { "x": 0.6, "y": 0.03968503937008 }, { "x": 0.65, "y": 0.04132545931759 }, { "x": 0.7, "y": 0.04296587926509 }, { "x": 0.75, "y": 0.0446062992126 }, { "x": 0.8, "y": 0.0462467191601 }, { "x": 0.85, "y": 0.04788713910761 }, { "x": 0.9, "y": 0.04952755905512 }, { "x": 0.95, "y": 0.0546719160105 }, { "x": 1, "y": 0.06123359580052 }, { "x": 1.05, "y": 0.06779527559055 }, { "x": 1.1, "y": 0.07435695538058 }, { "x": 1.15, "y": 0.0809186351706 }, { "x": 1.2, "y": 0.08748031496063 }, { "x": 1.25, "y": 0.09303149606299 }, { "x": 1.3, "y": 0.09795275590551 }, { "x": 1.35, "y": 0.10287401574803 }, { "x": 1.4, "y": 0.10779527559055 }, { "x": 1.45, "y": 0.11271653543307 }, { "x": 1.5, "y": 0.11763779527559 }, { "x": 1.55, "y": 0.12255905511811 }, { "x": 1.6, "y": 0.12748031496063 }, { "x": 1.65, "y": 0.13240157480315 }, { "x": 1.7, "y": 0.13732283464567 }, { "x": 1.75, "y": 0.14224409448819 }, { "x": 1.8, "y": 0.14716535433071 }, { "x": 1.85, "y": 0.15 }, { "x": 1.9, "y": 0.15 }, { "x": 1.95, "y": 0.15 }, { "x": 2, "y": 0.15 }, { "x": 2.05, "y": 0.15 }, { "x": 2.1, "y": 0.15 }, { "x": 2.15, "y": 0.15 }, { "x": 2.2, "y": 0.15 }, { "x": 2.25, "y": 0.15 }, { "x": 2.3, "y": 0.15 }, { "x": 2.35, "y": 0.15 }, { "x": 2.4, "y": 0.15 }, { "x": 2.45, "y": 0.15 }, { "x": 2.5, "y": 0.15 }, { "x": 2.55, "y": 0.15 }, { "x": 2.6, "y": 0.15 }, { "x": 2.65, "y": 0.15 }, { "x": 2.7, "y": 0.15 }, { "x": 2.75, "y": 0.15 }, { "x": 2.8, "y": 0.15 }, { "x": 2.85, "y": 0.15 }, { "x": 2.9, "y": 0.15 }, { "x": 2.95, "y": 0.15 }, { "x": 3, "y": 0.15 }, { "x": 3.05, "y": 0.2003280839895 } ] }, { "id": 1242, "curve_id": "F18.5", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Small, medium, large wastewater treatment plants", "ci_detail": "More than average damage", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 1.0343322296225284, "sigma": 1.3829980227358192, "method": "Curve fitting", "mu_sigma_quality": 0.94347913329304778, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.034, σ=1.383, R²=0.943; Mu/sigma can be used for reconstruction (quality: 0.943); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01312335958005 }, { "x": 0.1, "y": 0.0262467191601 }, { "x": 0.15, "y": 0.03937007874016 }, { "x": 0.2, "y": 0.05249343832021 }, { "x": 0.25, "y": 0.06561679790026 }, { "x": 0.3, "y": 0.07874015748031 }, { "x": 0.35, "y": 0.08593175853018 }, { "x": 0.4, "y": 0.09249343832021 }, { "x": 0.45, "y": 0.09905511811024 }, { "x": 0.5, "y": 0.10561679790026 }, { "x": 0.55, "y": 0.11217847769029 }, { "x": 0.6, "y": 0.11874015748031 }, { "x": 0.65, "y": 0.12397637795276 }, { "x": 0.7, "y": 0.12889763779528 }, { "x": 0.75, "y": 0.1338188976378 }, { "x": 0.8, "y": 0.13874015748031 }, { "x": 0.85, "y": 0.14366141732283 }, { "x": 0.9, "y": 0.14858267716535 }, { "x": 0.95, "y": 0.16284776902887 }, { "x": 1, "y": 0.18089238845144 }, { "x": 1.05, "y": 0.19893700787402 }, { "x": 1.1, "y": 0.21698162729659 }, { "x": 1.15, "y": 0.23502624671916 }, { "x": 1.2, "y": 0.25307086614173 }, { "x": 1.25, "y": 0.27010498687664 }, { "x": 1.3, "y": 0.28650918635171 }, { "x": 1.35, "y": 0.30291338582677 }, { "x": 1.4, "y": 0.31931758530184 }, { "x": 1.45, "y": 0.3357217847769 }, { "x": 1.5, "y": 0.35291338582677 }, { "x": 1.55, "y": 0.36767716535433 }, { "x": 1.6, "y": 0.38244094488189 }, { "x": 1.65, "y": 0.39720472440945 }, { "x": 1.7, "y": 0.41196850393701 }, { "x": 1.75, "y": 0.42673228346457 }, { "x": 1.8, "y": 0.44149606299213 }, { "x": 1.85, "y": 0.45 }, { "x": 1.9, "y": 0.45 }, { "x": 1.95, "y": 0.45 }, { "x": 2, "y": 0.45 }, { "x": 2.05, "y": 0.45 }, { "x": 2.1, "y": 0.45 }, { "x": 2.15, "y": 0.45 }, { "x": 2.2, "y": 0.45 }, { "x": 2.25, "y": 0.45 }, { "x": 2.3, "y": 0.45 }, { "x": 2.35, "y": 0.45 }, { "x": 2.4, "y": 0.45 }, { "x": 2.45, "y": 0.45 }, { "x": 2.5, "y": 0.45 }, { "x": 2.55, "y": 0.45 }, { "x": 2.6, "y": 0.45 }, { "x": 2.65, "y": 0.45 }, { "x": 2.7, "y": 0.45 }, { "x": 2.75, "y": 0.45 }, { "x": 2.8, "y": 0.45 }, { "x": 2.85, "y": 0.45 }, { "x": 2.9, "y": 0.45 }, { "x": 2.95, "y": 0.45 }, { "x": 3, "y": 0.45 }, { "x": 3.05, "y": 0.6009842519685 } ] }, { "id": 1243, "curve_id": "F18.6", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Wastewater treatment plant", "ci_detail": "WWTPs in diked areas", "source_type": "Project Report", "source_abbrev": "Kok et al. (2005)", "source_detail": "Kok, M., Huizinga, H. J., and Barendregt, A.: Standard Method 2004: Damage and Casualties Caused by Flooding, 56 pp., 2005.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": 0.17221713237542147, "sigma": 0.9829183474572647, "method": "Curve fitting", "mu_sigma_quality": 0.95058106279650667, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.172, σ=0.983, R²=0.951; Mu/sigma can be used for reconstruction (quality: 0.951); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Netherlands", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.04 }, { "x": 0.1, "y": 0.08 }, { "x": 0.15, "y": 0.12 }, { "x": 0.2, "y": 0.16 }, { "x": 0.25, "y": 0.2 }, { "x": 0.3, "y": 0.24 }, { "x": 0.35, "y": 0.2605 }, { "x": 0.4, "y": 0.272 }, { "x": 0.45, "y": 0.2835 }, { "x": 0.5, "y": 0.295 }, { "x": 0.55, "y": 0.3065 }, { "x": 0.6, "y": 0.318 }, { "x": 0.65, "y": 0.3295 }, { "x": 0.7, "y": 0.341 }, { "x": 0.75, "y": 0.3525 }, { "x": 0.8, "y": 0.364 }, { "x": 0.85, "y": 0.3755 }, { "x": 0.9, "y": 0.387 }, { "x": 0.95, "y": 0.3985 }, { "x": 1, "y": 0.41 }, { "x": 1.05, "y": 0.4215 }, { "x": 1.1, "y": 0.433 }, { "x": 1.15, "y": 0.4445 }, { "x": 1.2, "y": 0.456 }, { "x": 1.25, "y": 0.4675 }, { "x": 1.3, "y": 0.479 }, { "x": 1.35, "y": 0.4905 }, { "x": 1.4, "y": 0.502 }, { "x": 1.45, "y": 0.5135 }, { "x": 1.5, "y": 0.525 }, { "x": 1.55, "y": 0.5365 }, { "x": 1.6, "y": 0.548 }, { "x": 1.65, "y": 0.5595 }, { "x": 1.7, "y": 0.571 }, { "x": 1.75, "y": 0.5825 }, { "x": 1.8, "y": 0.594 }, { "x": 1.85, "y": 0.6055 }, { "x": 1.9, "y": 0.617 }, { "x": 1.95, "y": 0.6285 }, { "x": 2, "y": 0.64 }, { "x": 2.05, "y": 0.6515 }, { "x": 2.1, "y": 0.663 }, { "x": 2.15, "y": 0.6745 }, { "x": 2.2, "y": 0.686 }, { "x": 2.25, "y": 0.6975 }, { "x": 2.3, "y": 0.709 }, { "x": 2.35, "y": 0.7205 }, { "x": 2.4, "y": 0.732 }, { "x": 2.45, "y": 0.7435 }, { "x": 2.5, "y": 0.755 }, { "x": 2.55, "y": 0.7665 }, { "x": 2.6, "y": 0.778 }, { "x": 2.65, "y": 0.785 }, { "x": 2.7, "y": 0.79 }, { "x": 2.75, "y": 0.795 }, { "x": 2.8, "y": 0.8 }, { "x": 2.85, "y": 0.805 }, { "x": 2.9, "y": 0.81 }, { "x": 2.95, "y": 0.815 }, { "x": 3, "y": 0.82 }, { "x": 3.05, "y": 0.825 }, { "x": 3.1, "y": 0.83 }, { "x": 3.15, "y": 0.835 }, { "x": 3.2, "y": 0.84 }, { "x": 3.25, "y": 0.845 }, { "x": 3.3, "y": 0.85 }, { "x": 3.35, "y": 0.855 }, { "x": 3.4, "y": 0.86 }, { "x": 3.45, "y": 0.865 }, { "x": 3.5, "y": 0.87 }, { "x": 3.55, "y": 0.875 }, { "x": 3.6, "y": 0.88 }, { "x": 3.65, "y": 0.885 }, { "x": 3.7, "y": 0.89 }, { "x": 3.75, "y": 0.895 }, { "x": 3.8, "y": 0.9 }, { "x": 3.85, "y": 0.905 }, { "x": 3.9, "y": 0.91 }, { "x": 3.95, "y": 0.915 }, { "x": 4, "y": 0.92 }, { "x": 4.05, "y": 0.925 }, { "x": 4.1, "y": 0.93 }, { "x": 4.15, "y": 0.935 }, { "x": 4.2, "y": 0.94 }, { "x": 4.25, "y": 0.945 }, { "x": 4.3, "y": 0.95 }, { "x": 4.35, "y": 0.955 }, { "x": 4.4, "y": 0.96 }, { "x": 4.44999999999999, "y": 0.965 }, { "x": 4.49999999999999, "y": 0.97 }, { "x": 4.54999999999999, "y": 0.975 }, { "x": 4.59999999999999, "y": 0.98 }, { "x": 4.64999999999999, "y": 0.985 }, { "x": 4.69999999999999, "y": 0.99 }, { "x": 4.74999999999999, "y": 0.995 }, { "x": 4.79999999999999, "y": 1 }, { "x": 4.84999999999999, "y": 1 }, { "x": 4.89999999999999, "y": 1 }, { "x": 4.94999999999999, "y": 1 }, { "x": 4.99999999999999, "y": 1 }, { "x": 5.04999999999999, "y": 1 }, { "x": 5.09999999999999, "y": 1 }, { "x": 5.14999999999999, "y": 1 }, { "x": 5.19999999999999, "y": 1 }, { "x": 5.24999999999999, "y": 1 }, { "x": 5.29999999999999, "y": 1 }, { "x": 5.34999999999999, "y": 1 }, { "x": 5.39999999999999, "y": 1 }, { "x": 5.44999999999999, "y": 1 }, { "x": 5.49999999999999, "y": 1 }, { "x": 5.54999999999999, "y": 1 }, { "x": 5.59999999999999, "y": 1 }, { "x": 5.64999999999999, "y": 1 }, { "x": 5.69999999999999, "y": 1 }, { "x": 5.74999999999999, "y": 1 }, { "x": 5.79999999999999, "y": 1 }, { "x": 5.84999999999999, "y": 1 }, { "x": 5.89999999999999, "y": 1 }, { "x": 5.94999999999999, "y": 1 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1244, "curve_id": "F19.1", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & Interceptors: Exposed collector river crossings", "ci_detail": "No damage expected from submergence", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.43825493093115531, "sigma": 0.405, "method": "Simple estimation", "mu_sigma_quality": 0.1, "mu_sigma_reconstruct": false, "raw_reconstruct": true, "reconstruct_method": "Use raw data points", "calculation_notes": "Estimation: μ=0.438 (from median~1.550), σ=0.405; Mu/sigma quality too low for reconstruction (quality: 0.100); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0 }, { "x": 0.65, "y": 0 }, { "x": 0.7, "y": 0 }, { "x": 0.75, "y": 0 }, { "x": 0.8, "y": 0 }, { "x": 0.85, "y": 0 }, { "x": 0.9, "y": 0 }, { "x": 0.95, "y": 0 }, { "x": 1, "y": 0 }, { "x": 1.05, "y": 0 }, { "x": 1.1, "y": 0 }, { "x": 1.15, "y": 0 }, { "x": 1.2, "y": 0 }, { "x": 1.25, "y": 0 }, { "x": 1.3, "y": 0 }, { "x": 1.35, "y": 0 }, { "x": 1.4, "y": 0 }, { "x": 1.45, "y": 0 }, { "x": 1.5, "y": 0 }, { "x": 1.55, "y": 0 }, { "x": 1.6, "y": 0 }, { "x": 1.65, "y": 0 }, { "x": 1.7, "y": 0 }, { "x": 1.75, "y": 0 }, { "x": 1.8, "y": 0 }, { "x": 1.85, "y": 0 }, { "x": 1.9, "y": 0 }, { "x": 1.95, "y": 0 }, { "x": 2, "y": 0 }, { "x": 2.05, "y": 0 }, { "x": 2.1, "y": 0 }, { "x": 2.15, "y": 0 }, { "x": 2.2, "y": 0 }, { "x": 2.25, "y": 0 }, { "x": 2.3, "y": 0 }, { "x": 2.35, "y": 0 }, { "x": 2.4, "y": 0 }, { "x": 2.45, "y": 0 }, { "x": 2.5, "y": 0 }, { "x": 2.55, "y": 0 }, { "x": 2.6, "y": 0 }, { "x": 2.65, "y": 0 }, { "x": 2.7, "y": 0 }, { "x": 2.75, "y": 0 }, { "x": 2.8, "y": 0 }, { "x": 2.85, "y": 0 }, { "x": 2.9, "y": 0 }, { "x": 2.95, "y": 0 }, { "x": 3, "y": 0 }, { "x": 3.05, "y": 0 } ] }, { "id": 1245, "curve_id": "F19.2", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & Interceptors: Buried collector river crossings", "ci_detail": "No damage expected from submergence", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.43825493093115531, "sigma": 0.405, "method": "Simple estimation", "mu_sigma_quality": 0.1, "mu_sigma_reconstruct": false, "raw_reconstruct": true, "reconstruct_method": "Use raw data points", "calculation_notes": "Estimation: μ=0.438 (from median~1.550), σ=0.405; Mu/sigma quality too low for reconstruction (quality: 0.100); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0 }, { "x": 0.65, "y": 0 }, { "x": 0.7, "y": 0 }, { "x": 0.75, "y": 0 }, { "x": 0.8, "y": 0 }, { "x": 0.85, "y": 0 }, { "x": 0.9, "y": 0 }, { "x": 0.95, "y": 0 }, { "x": 1, "y": 0 }, { "x": 1.05, "y": 0 }, { "x": 1.1, "y": 0 }, { "x": 1.15, "y": 0 }, { "x": 1.2, "y": 0 }, { "x": 1.25, "y": 0 }, { "x": 1.3, "y": 0 }, { "x": 1.35, "y": 0 }, { "x": 1.4, "y": 0 }, { "x": 1.45, "y": 0 }, { "x": 1.5, "y": 0 }, { "x": 1.55, "y": 0 }, { "x": 1.6, "y": 0 }, { "x": 1.65, "y": 0 }, { "x": 1.7, "y": 0 }, { "x": 1.75, "y": 0 }, { "x": 1.8, "y": 0 }, { "x": 1.85, "y": 0 }, { "x": 1.9, "y": 0 }, { "x": 1.95, "y": 0 }, { "x": 2, "y": 0 }, { "x": 2.05, "y": 0 }, { "x": 2.1, "y": 0 }, { "x": 2.15, "y": 0 }, { "x": 2.2, "y": 0 }, { "x": 2.25, "y": 0 }, { "x": 2.3, "y": 0 }, { "x": 2.35, "y": 0 }, { "x": 2.4, "y": 0 }, { "x": 2.45, "y": 0 }, { "x": 2.5, "y": 0 }, { "x": 2.55, "y": 0 }, { "x": 2.6, "y": 0 }, { "x": 2.65, "y": 0 }, { "x": 2.7, "y": 0 }, { "x": 2.75, "y": 0 }, { "x": 2.8, "y": 0 }, { "x": 2.85, "y": 0 }, { "x": 2.9, "y": 0 }, { "x": 2.95, "y": 0 }, { "x": 3, "y": 0 }, { "x": 3.05, "y": 0 } ] }, { "id": 1246, "curve_id": "F19.3", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Sewers & Interceptors: Pipes (non-crossings)", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.43825493093115531, "sigma": 0.405, "method": "Simple estimation", "mu_sigma_quality": 0.1, "mu_sigma_reconstruct": false, "raw_reconstruct": true, "reconstruct_method": "Use raw data points", "calculation_notes": "Estimation: μ=0.438 (from median~1.550), σ=0.405; Mu/sigma quality too low for reconstruction (quality: 0.100); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00820209973753 }, { "x": 0.1, "y": 0.01640419947507 }, { "x": 0.15, "y": 0.0246062992126 }, { "x": 0.2, "y": 0.03280839895013 }, { "x": 0.25, "y": 0.04101049868766 }, { "x": 0.3, "y": 0.0492125984252 }, { "x": 0.35, "y": 0.05 }, { "x": 0.4, "y": 0.05 }, { "x": 0.45, "y": 0.05 }, { "x": 0.5, "y": 0.05 }, { "x": 0.55, "y": 0.05 }, { "x": 0.6, "y": 0.05 }, { "x": 0.65, "y": 0.05 }, { "x": 0.7, "y": 0.05 }, { "x": 0.75, "y": 0.05 }, { "x": 0.8, "y": 0.05 }, { "x": 0.85, "y": 0.05 }, { "x": 0.9, "y": 0.05 }, { "x": 0.95, "y": 0.05 }, { "x": 1, "y": 0.05 }, { "x": 1.05, "y": 0.05 }, { "x": 1.1, "y": 0.05 }, { "x": 1.15, "y": 0.05 }, { "x": 1.2, "y": 0.05 }, { "x": 1.25, "y": 0.05 }, { "x": 1.3, "y": 0.05 }, { "x": 1.35, "y": 0.05 }, { "x": 1.4, "y": 0.05 }, { "x": 1.45, "y": 0.05 }, { "x": 1.5, "y": 0.05 }, { "x": 1.55, "y": 0.05 }, { "x": 1.6, "y": 0.05 }, { "x": 1.65, "y": 0.05 }, { "x": 1.7, "y": 0.05 }, { "x": 1.75, "y": 0.05 }, { "x": 1.8, "y": 0.05 }, { "x": 1.85, "y": 0.05 }, { "x": 1.9, "y": 0.05 }, { "x": 1.95, "y": 0.05 }, { "x": 2, "y": 0.05 }, { "x": 2.05, "y": 0.05 }, { "x": 2.1, "y": 0.05 }, { "x": 2.15, "y": 0.05 }, { "x": 2.2, "y": 0.05 }, { "x": 2.25, "y": 0.05 }, { "x": 2.3, "y": 0.05 }, { "x": 2.35, "y": 0.05 }, { "x": 2.4, "y": 0.05 }, { "x": 2.45, "y": 0.05 }, { "x": 2.5, "y": 0.05 }, { "x": 2.55, "y": 0.05 }, { "x": 2.6, "y": 0.05 }, { "x": 2.65, "y": 0.05 }, { "x": 2.7, "y": 0.05 }, { "x": 2.75, "y": 0.05 }, { "x": 2.8, "y": 0.05 }, { "x": 2.85, "y": 0.05 }, { "x": 2.9, "y": 0.05 }, { "x": 2.95, "y": 0.05 }, { "x": 3, "y": 0.05 }, { "x": 3.05, "y": 0.05 } ] }, { "id": 1247, "curve_id": "F2.1", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Small substation, low voltage: 34.5-150 kV", "ci_detail": "Assumes electrical switch gear is located 91.4 cm above grade; functionality threshold depth at 121.9 cm; control room damaged starting at 0 cm, and maximized at 213.4 cm. Additional damage to cabling and incidental damage to transformers and switchgear. ", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 3.733999628332771, "sigma": 2.4131688838559073, "method": "Probit regression", "mu_sigma_quality": 0.99055590607579169, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Vulnerability curve - already in 0-1 range; Probit: Successful - R²=0.991; Mu/sigma can be used for reconstruction (quality: 0.991); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00328083989501 }, { "x": 0.1, "y": 0.00656167979003 }, { "x": 0.15, "y": 0.00984251968504 }, { "x": 0.2, "y": 0.01312335958005 }, { "x": 0.25, "y": 0.01640419947507 }, { "x": 0.3, "y": 0.01968503937008 }, { "x": 0.35, "y": 0.02296587926509 }, { "x": 0.4, "y": 0.0262467191601 }, { "x": 0.45, "y": 0.02952755905512 }, { "x": 0.5, "y": 0.03280839895013 }, { "x": 0.55, "y": 0.03608923884514 }, { "x": 0.6, "y": 0.03937007874016 }, { "x": 0.65, "y": 0.04265091863517 }, { "x": 0.7, "y": 0.04593175853018 }, { "x": 0.75, "y": 0.0492125984252 }, { "x": 0.8, "y": 0.05249343832021 }, { "x": 0.85, "y": 0.05577427821522 }, { "x": 0.9, "y": 0.05905511811024 }, { "x": 0.95, "y": 0.06116797900262 }, { "x": 1, "y": 0.06280839895013 }, { "x": 1.05, "y": 0.06444881889764 }, { "x": 1.1, "y": 0.06608923884514 }, { "x": 1.15, "y": 0.06772965879265 }, { "x": 1.2, "y": 0.06937007874016 }, { "x": 1.25, "y": 0.07101049868766 }, { "x": 1.3, "y": 0.07265091863517 }, { "x": 1.35, "y": 0.07429133858268 }, { "x": 1.4, "y": 0.07593175853018 }, { "x": 1.45, "y": 0.07757217847769 }, { "x": 1.5, "y": 0.0792125984252 }, { "x": 1.55, "y": 0.0808530183727 }, { "x": 1.6, "y": 0.08249343832021 }, { "x": 1.65, "y": 0.08413385826772 }, { "x": 1.7, "y": 0.08577427821522 }, { "x": 1.75, "y": 0.08741469816273 }, { "x": 1.8, "y": 0.08905511811024 }, { "x": 1.85, "y": 0.09069553805774 }, { "x": 1.9, "y": 0.09233595800525 }, { "x": 1.95, "y": 0.09397637795276 }, { "x": 2, "y": 0.09561679790026 }, { "x": 2.05, "y": 0.09725721784777 }, { "x": 2.1, "y": 0.09889763779528 }, { "x": 2.15, "y": 0.10107611548556 }, { "x": 2.2, "y": 0.10435695538058 }, { "x": 2.25, "y": 0.10763779527559 }, { "x": 2.3, "y": 0.1109186351706 }, { "x": 2.35, "y": 0.11419947506562 }, { "x": 2.4, "y": 0.11748031496063 }, { "x": 2.45, "y": 0.12076115485564 }, { "x": 2.5, "y": 0.12404199475066 }, { "x": 2.55, "y": 0.12732283464567 }, { "x": 2.6, "y": 0.13060367454068 }, { "x": 2.65, "y": 0.1338845144357 }, { "x": 2.7, "y": 0.13716535433071 }, { "x": 2.75, "y": 0.14044619422572 }, { "x": 2.8, "y": 0.14372703412073 }, { "x": 2.85, "y": 0.14700787401575 }, { "x": 2.9, "y": 0.15028871391076 }, { "x": 2.95, "y": 0.15356955380577 }, { "x": 3, "y": 0.15685039370079 }, { "x": 3.05, "y": 0.16 } ] }, { "id": 1248, "curve_id": "F2.2", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Medium substation, medium voltage: 150-350 kV", "ci_detail": "Assumes electrical switch gear is located 91.4 cm above grade; functionality threshold depth at 121.9 cm; control room damaged starting at 0 cm, and maximized at 213.4 cm. Additional damage to cabling and incidental damage to transformers and switchgear. ", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 3.733999628332771, "sigma": 2.4131688838559073, "method": "Probit regression", "mu_sigma_quality": 0.99055590607579169, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Vulnerability curve - already in 0-1 range; Probit: Successful - R²=0.991; Mu/sigma can be used for reconstruction (quality: 0.991); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00328083989501 }, { "x": 0.1, "y": 0.00656167979003 }, { "x": 0.15, "y": 0.00984251968504 }, { "x": 0.2, "y": 0.01312335958005 }, { "x": 0.25, "y": 0.01640419947507 }, { "x": 0.3, "y": 0.01968503937008 }, { "x": 0.35, "y": 0.02296587926509 }, { "x": 0.4, "y": 0.0262467191601 }, { "x": 0.45, "y": 0.02952755905512 }, { "x": 0.5, "y": 0.03280839895013 }, { "x": 0.55, "y": 0.03608923884514 }, { "x": 0.6, "y": 0.03937007874016 }, { "x": 0.65, "y": 0.04265091863517 }, { "x": 0.7, "y": 0.04593175853018 }, { "x": 0.75, "y": 0.0492125984252 }, { "x": 0.8, "y": 0.05249343832021 }, { "x": 0.85, "y": 0.05577427821522 }, { "x": 0.9, "y": 0.05905511811024 }, { "x": 0.95, "y": 0.06116797900262 }, { "x": 1, "y": 0.06280839895013 }, { "x": 1.05, "y": 0.06444881889764 }, { "x": 1.1, "y": 0.06608923884514 }, { "x": 1.15, "y": 0.06772965879265 }, { "x": 1.2, "y": 0.06937007874016 }, { "x": 1.25, "y": 0.07101049868766 }, { "x": 1.3, "y": 0.07265091863517 }, { "x": 1.35, "y": 0.07429133858268 }, { "x": 1.4, "y": 0.07593175853018 }, { "x": 1.45, "y": 0.07757217847769 }, { "x": 1.5, "y": 0.0792125984252 }, { "x": 1.55, "y": 0.0808530183727 }, { "x": 1.6, "y": 0.08249343832021 }, { "x": 1.65, "y": 0.08413385826772 }, { "x": 1.7, "y": 0.08577427821522 }, { "x": 1.75, "y": 0.08741469816273 }, { "x": 1.8, "y": 0.08905511811024 }, { "x": 1.85, "y": 0.09069553805774 }, { "x": 1.9, "y": 0.09233595800525 }, { "x": 1.95, "y": 0.09397637795276 }, { "x": 2, "y": 0.09561679790026 }, { "x": 2.05, "y": 0.09725721784777 }, { "x": 2.1, "y": 0.09889763779528 }, { "x": 2.15, "y": 0.10107611548556 }, { "x": 2.2, "y": 0.10435695538058 }, { "x": 2.25, "y": 0.10763779527559 }, { "x": 2.3, "y": 0.1109186351706 }, { "x": 2.35, "y": 0.11419947506562 }, { "x": 2.4, "y": 0.11748031496063 }, { "x": 2.45, "y": 0.12076115485564 }, { "x": 2.5, "y": 0.12404199475066 }, { "x": 2.55, "y": 0.12732283464567 }, { "x": 2.6, "y": 0.13060367454068 }, { "x": 2.65, "y": 0.1338845144357 }, { "x": 2.7, "y": 0.13716535433071 }, { "x": 2.75, "y": 0.14044619422572 }, { "x": 2.8, "y": 0.14372703412073 }, { "x": 2.85, "y": 0.14700787401575 }, { "x": 2.9, "y": 0.15028871391076 }, { "x": 2.95, "y": 0.15356955380577 }, { "x": 3, "y": 0.15685039370079 }, { "x": 3.05, "y": 0.16 } ] }, { "id": 1249, "curve_id": "F2.3", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Large substation, high voltage: >350 kV", "ci_detail": "Assumes electrical switch gear is located 91.4 cm above grade; functionality threshold depth at 121.9 cm; control room damaged starting at 0 cm, and maximized at 213.4 cm. Additional damage to cabling and incidental damage to transformers and switchgear. ", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 3.733999628332771, "sigma": 2.4131688838559073, "method": "Probit regression", "mu_sigma_quality": 0.99055590607579169, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Vulnerability curve - already in 0-1 range; Probit: Successful - R²=0.991; Mu/sigma can be used for reconstruction (quality: 0.991); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.00328083989501 }, { "x": 0.1, "y": 0.00656167979003 }, { "x": 0.15, "y": 0.00984251968504 }, { "x": 0.2, "y": 0.01312335958005 }, { "x": 0.25, "y": 0.01640419947507 }, { "x": 0.3, "y": 0.01968503937008 }, { "x": 0.35, "y": 0.02296587926509 }, { "x": 0.4, "y": 0.0262467191601 }, { "x": 0.45, "y": 0.02952755905512 }, { "x": 0.5, "y": 0.03280839895013 }, { "x": 0.55, "y": 0.03608923884514 }, { "x": 0.6, "y": 0.03937007874016 }, { "x": 0.65, "y": 0.04265091863517 }, { "x": 0.7, "y": 0.04593175853018 }, { "x": 0.75, "y": 0.0492125984252 }, { "x": 0.8, "y": 0.05249343832021 }, { "x": 0.85, "y": 0.05577427821522 }, { "x": 0.9, "y": 0.05905511811024 }, { "x": 0.95, "y": 0.06116797900262 }, { "x": 1, "y": 0.06280839895013 }, { "x": 1.05, "y": 0.06444881889764 }, { "x": 1.1, "y": 0.06608923884514 }, { "x": 1.15, "y": 0.06772965879265 }, { "x": 1.2, "y": 0.06937007874016 }, { "x": 1.25, "y": 0.07101049868766 }, { "x": 1.3, "y": 0.07265091863517 }, { "x": 1.35, "y": 0.07429133858268 }, { "x": 1.4, "y": 0.07593175853018 }, { "x": 1.45, "y": 0.07757217847769 }, { "x": 1.5, "y": 0.0792125984252 }, { "x": 1.55, "y": 0.0808530183727 }, { "x": 1.6, "y": 0.08249343832021 }, { "x": 1.65, "y": 0.08413385826772 }, { "x": 1.7, "y": 0.08577427821522 }, { "x": 1.75, "y": 0.08741469816273 }, { "x": 1.8, "y": 0.08905511811024 }, { "x": 1.85, "y": 0.09069553805774 }, { "x": 1.9, "y": 0.09233595800525 }, { "x": 1.95, "y": 0.09397637795276 }, { "x": 2, "y": 0.09561679790026 }, { "x": 2.05, "y": 0.09725721784777 }, { "x": 2.1, "y": 0.09889763779528 }, { "x": 2.15, "y": 0.10107611548556 }, { "x": 2.2, "y": 0.10435695538058 }, { "x": 2.25, "y": 0.10763779527559 }, { "x": 2.3, "y": 0.1109186351706 }, { "x": 2.35, "y": 0.11419947506562 }, { "x": 2.4, "y": 0.11748031496063 }, { "x": 2.45, "y": 0.12076115485564 }, { "x": 2.5, "y": 0.12404199475066 }, { "x": 2.55, "y": 0.12732283464567 }, { "x": 2.6, "y": 0.13060367454068 }, { "x": 2.65, "y": 0.1338845144357 }, { "x": 2.7, "y": 0.13716535433071 }, { "x": 2.75, "y": 0.14044619422572 }, { "x": 2.8, "y": 0.14372703412073 }, { "x": 2.85, "y": 0.14700787401575 }, { "x": 2.9, "y": 0.15028871391076 }, { "x": 2.95, "y": 0.15356955380577 }, { "x": 3, "y": 0.15685039370079 }, { "x": 3.05, "y": 0.16 } ] }, { "id": 1250, "curve_id": "F20.1", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Control vaults and control stations", "ci_detail": "Assumes entrance is at grade, and is not sealed", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 1.9637737407585478, "sigma": 5.8500491345500372, "method": "Probit regression", "mu_sigma_quality": 0.52959455174635384, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Vulnerability curve - already in 0-1 range; Probit: Successful - R²=0.530; Mu/sigma can be used for reconstruction (quality: 0.530); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.06561679790026 }, { "x": 0.1, "y": 0.13123359580052 }, { "x": 0.15, "y": 0.19685039370079 }, { "x": 0.2, "y": 0.26246719160105 }, { "x": 0.25, "y": 0.32808398950131 }, { "x": 0.3, "y": 0.39370078740157 }, { "x": 0.35, "y": 0.4 }, { "x": 0.4, "y": 0.4 }, { "x": 0.45, "y": 0.4 }, { "x": 0.5, "y": 0.4 }, { "x": 0.55, "y": 0.4 }, { "x": 0.6, "y": 0.4 }, { "x": 0.65, "y": 0.4 }, { "x": 0.7, "y": 0.4 }, { "x": 0.75, "y": 0.4 }, { "x": 0.8, "y": 0.4 }, { "x": 0.85, "y": 0.4 }, { "x": 0.9, "y": 0.4 }, { "x": 0.95, "y": 0.4 }, { "x": 1, "y": 0.4 }, { "x": 1.05, "y": 0.4 }, { "x": 1.1, "y": 0.4 }, { "x": 1.15, "y": 0.4 }, { "x": 1.2, "y": 0.4 }, { "x": 1.25, "y": 0.4 }, { "x": 1.3, "y": 0.4 }, { "x": 1.35, "y": 0.4 }, { "x": 1.4, "y": 0.4 }, { "x": 1.45, "y": 0.4 }, { "x": 1.5, "y": 0.4 }, { "x": 1.55, "y": 0.4 }, { "x": 1.6, "y": 0.4 }, { "x": 1.65, "y": 0.4 }, { "x": 1.7, "y": 0.4 }, { "x": 1.75, "y": 0.4 }, { "x": 1.8, "y": 0.4 }, { "x": 1.85, "y": 0.4 }, { "x": 1.9, "y": 0.4 }, { "x": 1.95, "y": 0.4 }, { "x": 2, "y": 0.4 }, { "x": 2.05, "y": 0.4 }, { "x": 2.1, "y": 0.4 }, { "x": 2.15, "y": 0.4 }, { "x": 2.2, "y": 0.4 }, { "x": 2.25, "y": 0.4 }, { "x": 2.3, "y": 0.4 }, { "x": 2.35, "y": 0.4 }, { "x": 2.4, "y": 0.4 }, { "x": 2.45, "y": 0.4 }, { "x": 2.5, "y": 0.4 }, { "x": 2.55, "y": 0.4 }, { "x": 2.6, "y": 0.4 }, { "x": 2.65, "y": 0.4 }, { "x": 2.7, "y": 0.4 }, { "x": 2.75, "y": 0.4 }, { "x": 2.8, "y": 0.4 }, { "x": 2.85, "y": 0.4 }, { "x": 2.9, "y": 0.4 }, { "x": 2.95, "y": 0.4 }, { "x": 3, "y": 0.4 }, { "x": 3.05, "y": 0.4 } ] }, { "id": 1251, "curve_id": "F20.2", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Lift stations: lift station (small), wet well/dry well", "ci_detail": "Assumes entrance is at grade, and is not sealed. Assumes all eletrical equipment is below grade. Once entrance level exceeded, entire pump station floods; Capacity <38 million L/d", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 1.1299097338206296, "sigma": 1.2610784063905967, "method": "Curve fitting", "mu_sigma_quality": 0.78683381931343854, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.130, σ=1.261, R²=0.787; Mu/sigma can be used for reconstruction (quality: 0.787); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0 }, { "x": 0.65, "y": 0 }, { "x": 0.7, "y": 0 }, { "x": 0.75, "y": 0 }, { "x": 0.8, "y": 0 }, { "x": 0.85, "y": 0 }, { "x": 0.9, "y": 0 }, { "x": 0.95, "y": 0.04671916010499 }, { "x": 1, "y": 0.11233595800525 }, { "x": 1.05, "y": 0.17795275590551 }, { "x": 1.1, "y": 0.24356955380577 }, { "x": 1.15, "y": 0.30918635170604 }, { "x": 1.2, "y": 0.3748031496063 }, { "x": 1.25, "y": 0.4 }, { "x": 1.3, "y": 0.4 }, { "x": 1.35, "y": 0.4 }, { "x": 1.4, "y": 0.4 }, { "x": 1.45, "y": 0.4 }, { "x": 1.5, "y": 0.4 }, { "x": 1.55, "y": 0.4 }, { "x": 1.6, "y": 0.4 }, { "x": 1.65, "y": 0.4 }, { "x": 1.7, "y": 0.4 }, { "x": 1.75, "y": 0.4 }, { "x": 1.8, "y": 0.4 }, { "x": 1.85, "y": 0.4 }, { "x": 1.9, "y": 0.4 }, { "x": 1.95, "y": 0.4 }, { "x": 2, "y": 0.4 }, { "x": 2.05, "y": 0.4 }, { "x": 2.1, "y": 0.4 }, { "x": 2.15, "y": 0.4 }, { "x": 2.2, "y": 0.4 }, { "x": 2.25, "y": 0.4 }, { "x": 2.3, "y": 0.4 }, { "x": 2.35, "y": 0.4 }, { "x": 2.4, "y": 0.4 }, { "x": 2.45, "y": 0.4 }, { "x": 2.5, "y": 0.4 }, { "x": 2.55, "y": 0.4 }, { "x": 2.6, "y": 0.4 }, { "x": 2.65, "y": 0.4 }, { "x": 2.7, "y": 0.4 }, { "x": 2.75, "y": 0.4 }, { "x": 2.8, "y": 0.4 }, { "x": 2.85, "y": 0.4 }, { "x": 2.9, "y": 0.4 }, { "x": 2.95, "y": 0.4 }, { "x": 3, "y": 0.4 }, { "x": 3.05, "y": 0.4 } ] }, { "id": 1252, "curve_id": "F20.3", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Lift stations: lift station (medium large), wet well/dry well", "ci_detail": "Assumes entrance is at grade, and is not sealed. Assumes all eletrical equipment is below grade. Once entrance level exceeded, entire pump station floods; capacity medium: 38-189 million L/d, or large: >189 L/d", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 1.1299097338206296, "sigma": 1.2610784063905967, "method": "Curve fitting", "mu_sigma_quality": 0.78683381931343854, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.130, σ=1.261, R²=0.787; Mu/sigma can be used for reconstruction (quality: 0.787); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0 }, { "x": 0.65, "y": 0 }, { "x": 0.7, "y": 0 }, { "x": 0.75, "y": 0 }, { "x": 0.8, "y": 0 }, { "x": 0.85, "y": 0 }, { "x": 0.9, "y": 0 }, { "x": 0.95, "y": 0.04671916010499 }, { "x": 1, "y": 0.11233595800525 }, { "x": 1.05, "y": 0.17795275590551 }, { "x": 1.1, "y": 0.24356955380577 }, { "x": 1.15, "y": 0.30918635170604 }, { "x": 1.2, "y": 0.3748031496063 }, { "x": 1.25, "y": 0.4 }, { "x": 1.3, "y": 0.4 }, { "x": 1.35, "y": 0.4 }, { "x": 1.4, "y": 0.4 }, { "x": 1.45, "y": 0.4 }, { "x": 1.5, "y": 0.4 }, { "x": 1.55, "y": 0.4 }, { "x": 1.6, "y": 0.4 }, { "x": 1.65, "y": 0.4 }, { "x": 1.7, "y": 0.4 }, { "x": 1.75, "y": 0.4 }, { "x": 1.8, "y": 0.4 }, { "x": 1.85, "y": 0.4 }, { "x": 1.9, "y": 0.4 }, { "x": 1.95, "y": 0.4 }, { "x": 2, "y": 0.4 }, { "x": 2.05, "y": 0.4 }, { "x": 2.1, "y": 0.4 }, { "x": 2.15, "y": 0.4 }, { "x": 2.2, "y": 0.4 }, { "x": 2.25, "y": 0.4 }, { "x": 2.3, "y": 0.4 }, { "x": 2.35, "y": 0.4 }, { "x": 2.4, "y": 0.4 }, { "x": 2.45, "y": 0.4 }, { "x": 2.5, "y": 0.4 }, { "x": 2.55, "y": 0.4 }, { "x": 2.6, "y": 0.4 }, { "x": 2.65, "y": 0.4 }, { "x": 2.7, "y": 0.4 }, { "x": 2.75, "y": 0.4 }, { "x": 2.8, "y": 0.4 }, { "x": 2.85, "y": 0.4 }, { "x": 2.9, "y": 0.4 }, { "x": 2.95, "y": 0.4 }, { "x": 3, "y": 0.4 }, { "x": 3.05, "y": 0.4 } ] }, { "id": 1253, "curve_id": "F20.4", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Lift stations: lift station (small), submersible", "ci_detail": "Assumes entrance is at grade, and is not sealed. Assumes all eletrical equipment is below grade. Once entrance level exceeded, entire pump station floods. Damage limitied to only eletrical equipment, not harming submersible pumps; Capacity <38 million L/d", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 3.5717745870215585, "sigma": 2.1323061200608864, "method": "Curve fitting", "mu_sigma_quality": 0.75710886955566892, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.572, σ=2.132, R²=0.757; Mu/sigma can be used for reconstruction (quality: 0.757); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0 }, { "x": 0.65, "y": 0 }, { "x": 0.7, "y": 0 }, { "x": 0.75, "y": 0 }, { "x": 0.8, "y": 0 }, { "x": 0.85, "y": 0 }, { "x": 0.9, "y": 0 }, { "x": 0.95, "y": 0.01167979002625 }, { "x": 1, "y": 0.02808398950131 }, { "x": 1.05, "y": 0.04448818897638 }, { "x": 1.1, "y": 0.06089238845144 }, { "x": 1.15, "y": 0.07729658792651 }, { "x": 1.2, "y": 0.09370078740157 }, { "x": 1.25, "y": 0.1 }, { "x": 1.3, "y": 0.1 }, { "x": 1.35, "y": 0.1 }, { "x": 1.4, "y": 0.1 }, { "x": 1.45, "y": 0.1 }, { "x": 1.5, "y": 0.1 }, { "x": 1.55, "y": 0.1 }, { "x": 1.6, "y": 0.1 }, { "x": 1.65, "y": 0.1 }, { "x": 1.7, "y": 0.1 }, { "x": 1.75, "y": 0.1 }, { "x": 1.8, "y": 0.1 }, { "x": 1.85, "y": 0.1 }, { "x": 1.9, "y": 0.1 }, { "x": 1.95, "y": 0.1 }, { "x": 2, "y": 0.1 }, { "x": 2.05, "y": 0.1 }, { "x": 2.1, "y": 0.1 }, { "x": 2.15, "y": 0.1 }, { "x": 2.2, "y": 0.1 }, { "x": 2.25, "y": 0.1 }, { "x": 2.3, "y": 0.1 }, { "x": 2.35, "y": 0.1 }, { "x": 2.4, "y": 0.1 }, { "x": 2.45, "y": 0.1 }, { "x": 2.5, "y": 0.1 }, { "x": 2.55, "y": 0.1 }, { "x": 2.6, "y": 0.1 }, { "x": 2.65, "y": 0.1 }, { "x": 2.7, "y": 0.1 }, { "x": 2.75, "y": 0.1 }, { "x": 2.8, "y": 0.1 }, { "x": 2.85, "y": 0.1 }, { "x": 2.9, "y": 0.1 }, { "x": 2.95, "y": 0.1 }, { "x": 3, "y": 0.1 }, { "x": 3.05, "y": 0.1 } ] }, { "id": 1254, "curve_id": "F20.5", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Lift stations: lift station (medium large), submersible", "ci_detail": "Assumes entrance is at grade, and is not sealed. Assumes all eletrical equipment is below grade. Once entrance level exceeded, entire pump station floods. Damage limitied to only eletrical equipment, not harming submersible pumps; capacity medium: 38-189 million L/d, or large: >189 L/d", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 3.5717745870215585, "sigma": 2.1323061200608864, "method": "Curve fitting", "mu_sigma_quality": 0.75710886955566892, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.572, σ=2.132, R²=0.757; Mu/sigma can be used for reconstruction (quality: 0.757); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0 }, { "x": 0.65, "y": 0 }, { "x": 0.7, "y": 0 }, { "x": 0.75, "y": 0 }, { "x": 0.8, "y": 0 }, { "x": 0.85, "y": 0 }, { "x": 0.9, "y": 0 }, { "x": 0.95, "y": 0.01167979002625 }, { "x": 1, "y": 0.02808398950131 }, { "x": 1.05, "y": 0.04448818897638 }, { "x": 1.1, "y": 0.06089238845144 }, { "x": 1.15, "y": 0.07729658792651 }, { "x": 1.2, "y": 0.09370078740157 }, { "x": 1.25, "y": 0.1 }, { "x": 1.3, "y": 0.1 }, { "x": 1.35, "y": 0.1 }, { "x": 1.4, "y": 0.1 }, { "x": 1.45, "y": 0.1 }, { "x": 1.5, "y": 0.1 }, { "x": 1.55, "y": 0.1 }, { "x": 1.6, "y": 0.1 }, { "x": 1.65, "y": 0.1 }, { "x": 1.7, "y": 0.1 }, { "x": 1.75, "y": 0.1 }, { "x": 1.8, "y": 0.1 }, { "x": 1.85, "y": 0.1 }, { "x": 1.9, "y": 0.1 }, { "x": 1.95, "y": 0.1 }, { "x": 2, "y": 0.1 }, { "x": 2.05, "y": 0.1 }, { "x": 2.1, "y": 0.1 }, { "x": 2.15, "y": 0.1 }, { "x": 2.2, "y": 0.1 }, { "x": 2.25, "y": 0.1 }, { "x": 2.3, "y": 0.1 }, { "x": 2.35, "y": 0.1 }, { "x": 2.4, "y": 0.1 }, { "x": 2.45, "y": 0.1 }, { "x": 2.5, "y": 0.1 }, { "x": 2.55, "y": 0.1 }, { "x": 2.6, "y": 0.1 }, { "x": 2.65, "y": 0.1 }, { "x": 2.7, "y": 0.1 }, { "x": 2.75, "y": 0.1 }, { "x": 2.8, "y": 0.1 }, { "x": 2.85, "y": 0.1 }, { "x": 2.9, "y": 0.1 }, { "x": 2.95, "y": 0.1 }, { "x": 3, "y": 0.1 }, { "x": 3.05, "y": 0.1 } ] }, { "id": 1255, "curve_id": "F21.1", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Education and health", "ci_detail": "Generalized curve for commercial buildings, which also includes schools and hospitals", "source_type": "Technical Manual", "source_abbrev": "Huizinga et al. (2017)", "source_detail": "Huizinga, J., de Moel, H., and Szewczyk, W.: Global flood depth-damage functions: Methodology and the Database with Guidelines, Joint Research Centre (JRC), 108 pp., https://doi.org/10.2760/16510, 2017.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.49165203719852368, "sigma": 0.78256011173574791, "method": "Curve fitting", "mu_sigma_quality": 0.973537725076682, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.492, σ=0.783, R²=0.974; Mu/sigma can be used for reconstruction (quality: 0.974); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Europe", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.015 }, { "x": 0.1, "y": 0.03 }, { "x": 0.15, "y": 0.045 }, { "x": 0.2, "y": 0.06 }, { "x": 0.25, "y": 0.075 }, { "x": 0.3, "y": 0.09 }, { "x": 0.35, "y": 0.105 }, { "x": 0.4, "y": 0.12 }, { "x": 0.45, "y": 0.135 }, { "x": 0.5, "y": 0.15 }, { "x": 0.55, "y": 0.165 }, { "x": 0.6, "y": 0.18 }, { "x": 0.65, "y": 0.195 }, { "x": 0.7, "y": 0.21 }, { "x": 0.75, "y": 0.225 }, { "x": 0.8, "y": 0.24 }, { "x": 0.85, "y": 0.255 }, { "x": 0.9, "y": 0.27 }, { "x": 0.95, "y": 0.285 }, { "x": 1, "y": 0.3 }, { "x": 1.05, "y": 0.315 }, { "x": 1.1, "y": 0.33 }, { "x": 1.15, "y": 0.345 }, { "x": 1.2, "y": 0.36 }, { "x": 1.25, "y": 0.375 }, { "x": 1.3, "y": 0.39 }, { "x": 1.35, "y": 0.405 }, { "x": 1.4, "y": 0.42 }, { "x": 1.45, "y": 0.435 }, { "x": 1.5, "y": 0.45 }, { "x": 1.55, "y": 0.46 }, { "x": 1.6, "y": 0.47 }, { "x": 1.65, "y": 0.48 }, { "x": 1.7, "y": 0.49 }, { "x": 1.75, "y": 0.5 }, { "x": 1.8, "y": 0.51 }, { "x": 1.85, "y": 0.52 }, { "x": 1.9, "y": 0.53 }, { "x": 1.95, "y": 0.54 }, { "x": 2, "y": 0.55 }, { "x": 2.05, "y": 0.56 }, { "x": 2.1, "y": 0.57 }, { "x": 2.15, "y": 0.58 }, { "x": 2.2, "y": 0.59 }, { "x": 2.25, "y": 0.6 }, { "x": 2.3, "y": 0.61 }, { "x": 2.35, "y": 0.62 }, { "x": 2.4, "y": 0.63 }, { "x": 2.45, "y": 0.64 }, { "x": 2.5, "y": 0.65 }, { "x": 2.55, "y": 0.66 }, { "x": 2.6, "y": 0.67 }, { "x": 2.65, "y": 0.68 }, { "x": 2.7, "y": 0.69 }, { "x": 2.75, "y": 0.7 }, { "x": 2.8, "y": 0.71 }, { "x": 2.85, "y": 0.72 }, { "x": 2.9, "y": 0.73 }, { "x": 2.95, "y": 0.74 }, { "x": 3, "y": 0.75 }, { "x": 3.05, "y": 0.7575 }, { "x": 3.1, "y": 0.765 }, { "x": 3.15, "y": 0.7725 }, { "x": 3.2, "y": 0.78 }, { "x": 3.25, "y": 0.7875 }, { "x": 3.3, "y": 0.795 }, { "x": 3.35, "y": 0.8025 }, { "x": 3.4, "y": 0.81 }, { "x": 3.45, "y": 0.8175 }, { "x": 3.5, "y": 0.825 }, { "x": 3.55, "y": 0.8325 }, { "x": 3.6, "y": 0.84 }, { "x": 3.65, "y": 0.8475 }, { "x": 3.7, "y": 0.855 }, { "x": 3.75, "y": 0.8625 }, { "x": 3.8, "y": 0.87 }, { "x": 3.85, "y": 0.8775 }, { "x": 3.9, "y": 0.885 }, { "x": 3.95, "y": 0.8925 }, { "x": 4, "y": 0.9 }, { "x": 4.05, "y": 0.905 }, { "x": 4.1, "y": 0.91 }, { "x": 4.15, "y": 0.915 }, { "x": 4.2, "y": 0.92 }, { "x": 4.25, "y": 0.925 }, { "x": 4.3, "y": 0.93 }, { "x": 4.35, "y": 0.935 }, { "x": 4.4, "y": 0.94 }, { "x": 4.44999999999999, "y": 0.945 }, { "x": 4.49999999999999, "y": 0.95 }, { "x": 4.54999999999999, "y": 0.955 }, { "x": 4.59999999999999, "y": 0.96 }, { "x": 4.64999999999999, "y": 0.965 }, { "x": 4.69999999999999, "y": 0.97 }, { "x": 4.74999999999999, "y": 0.975 }, { "x": 4.79999999999999, "y": 0.98 }, { "x": 4.84999999999999, "y": 0.985 }, { "x": 4.89999999999999, "y": 0.99 }, { "x": 4.94999999999999, "y": 0.995 }, { "x": 4.99999999999999, "y": 1 }, { "x": 5.04999999999999, "y": 1 }, { "x": 5.09999999999999, "y": 1 }, { "x": 5.14999999999999, "y": 1 }, { "x": 5.19999999999999, "y": 1 }, { "x": 5.24999999999999, "y": 1 }, { "x": 5.29999999999999, "y": 1 }, { "x": 5.34999999999999, "y": 1 }, { "x": 5.39999999999999, "y": 1 }, { "x": 5.44999999999999, "y": 1 }, { "x": 5.49999999999999, "y": 1 }, { "x": 5.54999999999999, "y": 1 }, { "x": 5.59999999999999, "y": 1 }, { "x": 5.64999999999999, "y": 1 }, { "x": 5.69999999999999, "y": 1 }, { "x": 5.74999999999999, "y": 1 }, { "x": 5.79999999999999, "y": 1 }, { "x": 5.84999999999999, "y": 1 }, { "x": 5.89999999999999, "y": 1 }, { "x": 5.94999999999999, "y": 1 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1256, "curve_id": "F21.10", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "School buildings", "ci_detail": "Generalized curve for buildings", "source_type": "Project Report", "source_abbrev": "Vanneuville et al. (2006)", "source_detail": "Vanneuville, W., Maddens, R., Collard, C., Bogaert, P., De Maeyer, Ph., and Antrop, M.: Impact op mens en economie t.g.v. overstromingen bekeken in het licht van wijzigende hydraulische condities, omgevingsfactoren en klimatologische omstandigheden, België; Vlaanderen, 120 pp., 2006.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": 1.2013830558875471, "sigma": 0.35022700155178016, "method": "Curve fitting", "mu_sigma_quality": 0.97876788424100325, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.201, σ=0.350, R²=0.979; Mu/sigma can be used for reconstruction (quality: 0.979); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Belgium", "hazard_type": "Flooding", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0025 }, { "x": 0.1, "y": 0.005 }, { "x": 0.15, "y": 0.0075 }, { "x": 0.2, "y": 0.01 }, { "x": 0.25, "y": 0.0125 }, { "x": 0.3, "y": 0.015 }, { "x": 0.35, "y": 0.0175 }, { "x": 0.4, "y": 0.02 }, { "x": 0.45, "y": 0.0225 }, { "x": 0.5, "y": 0.025 }, { "x": 0.55, "y": 0.0275 }, { "x": 0.6, "y": 0.03 }, { "x": 0.65, "y": 0.0325 }, { "x": 0.7, "y": 0.035 }, { "x": 0.75, "y": 0.0375 }, { "x": 0.8, "y": 0.04 }, { "x": 0.85, "y": 0.0425 }, { "x": 0.9, "y": 0.045 }, { "x": 0.95, "y": 0.0475 }, { "x": 1, "y": 0.05 }, { "x": 1.05, "y": 0.053 }, { "x": 1.1, "y": 0.056 }, { "x": 1.15, "y": 0.059 }, { "x": 1.2, "y": 0.062 }, { "x": 1.25, "y": 0.065 }, { "x": 1.3, "y": 0.068 }, { "x": 1.35, "y": 0.071 }, { "x": 1.4, "y": 0.074 }, { "x": 1.45, "y": 0.077 }, { "x": 1.5, "y": 0.08 }, { "x": 1.55, "y": 0.083 }, { "x": 1.6, "y": 0.086 }, { "x": 1.65, "y": 0.089 }, { "x": 1.7, "y": 0.092 }, { "x": 1.75, "y": 0.095 }, { "x": 1.8, "y": 0.098 }, { "x": 1.85, "y": 0.101 }, { "x": 1.9, "y": 0.104 }, { "x": 1.95, "y": 0.107 }, { "x": 2, "y": 0.11 }, { "x": 2.05, "y": 0.122 }, { "x": 2.1, "y": 0.134 }, { "x": 2.15, "y": 0.146 }, { "x": 2.2, "y": 0.158 }, { "x": 2.25, "y": 0.17 }, { "x": 2.3, "y": 0.182 }, { "x": 2.35, "y": 0.194 }, { "x": 2.4, "y": 0.206 }, { "x": 2.45, "y": 0.218 }, { "x": 2.5, "y": 0.23 }, { "x": 2.55, "y": 0.242 }, { "x": 2.6, "y": 0.254 }, { "x": 2.65, "y": 0.266 }, { "x": 2.7, "y": 0.278 }, { "x": 2.75, "y": 0.29 }, { "x": 2.8, "y": 0.302 }, { "x": 2.85, "y": 0.314 }, { "x": 2.9, "y": 0.326 }, { "x": 2.95, "y": 0.338 }, { "x": 3, "y": 0.35 }, { "x": 3.05, "y": 0.3665 }, { "x": 3.1, "y": 0.383 }, { "x": 3.15, "y": 0.3995 }, { "x": 3.2, "y": 0.416 }, { "x": 3.25, "y": 0.4325 }, { "x": 3.3, "y": 0.449 }, { "x": 3.35, "y": 0.4655 }, { "x": 3.4, "y": 0.482 }, { "x": 3.45, "y": 0.4985 }, { "x": 3.5, "y": 0.515 }, { "x": 3.55, "y": 0.5315 }, { "x": 3.6, "y": 0.548 }, { "x": 3.65, "y": 0.5645 }, { "x": 3.7, "y": 0.581 }, { "x": 3.75, "y": 0.5975 }, { "x": 3.8, "y": 0.614 }, { "x": 3.85, "y": 0.6305 }, { "x": 3.9, "y": 0.647 }, { "x": 3.95, "y": 0.6635 }, { "x": 4, "y": 0.68 }, { "x": 4.05, "y": 0.696 }, { "x": 4.1, "y": 0.712 }, { "x": 4.15, "y": 0.728 }, { "x": 4.2, "y": 0.744 }, { "x": 4.25, "y": 0.76 }, { "x": 4.3, "y": 0.776 }, { "x": 4.35, "y": 0.792 }, { "x": 4.4, "y": 0.808 }, { "x": 4.44999999999999, "y": 0.824 }, { "x": 4.49999999999999, "y": 0.84 }, { "x": 4.54999999999999, "y": 0.856 }, { "x": 4.59999999999999, "y": 0.872 }, { "x": 4.64999999999999, "y": 0.888 }, { "x": 4.69999999999999, "y": 0.904 }, { "x": 4.74999999999999, "y": 0.92 }, { "x": 4.79999999999999, "y": 0.936 }, { "x": 4.84999999999999, "y": 0.952 }, { "x": 4.89999999999999, "y": 0.968 }, { "x": 4.94999999999999, "y": 0.984 }, { "x": 4.99999999999999, "y": 1 } ] }, { "id": 1257, "curve_id": "F21.11", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "School buildings", "ci_detail": "", "source_type": "Project Report", "source_abbrev": "Djordjević (2014)", "source_detail": "Djordjević, S.: Project final report: CORFU - Collaborative research on flood resilience in urban areas, 45 pp., 2014.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 0.53892161676525463, "sigma": 1.2083738473094949, "method": "Curve fitting", "mu_sigma_quality": 0.927667635928754, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.539, σ=1.208, R²=0.928; Mu/sigma can be used for reconstruction (quality: 0.928); D1 category: figure_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Absolute Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Taipei, Taiwan", "hazard_type": "Flooding", "num_points": 81, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0225 }, { "x": 0.1, "y": 0.045 }, { "x": 0.15, "y": 0.0675 }, { "x": 0.2, "y": 0.09 }, { "x": 0.25, "y": 0.1125 }, { "x": 0.3, "y": 0.135 }, { "x": 0.35, "y": 0.1575 }, { "x": 0.4, "y": 0.18 }, { "x": 0.45, "y": 0.2025 }, { "x": 0.5, "y": 0.225 }, { "x": 0.55, "y": 0.235 }, { "x": 0.6, "y": 0.245 }, { "x": 0.65, "y": 0.255 }, { "x": 0.7, "y": 0.265 }, { "x": 0.75, "y": 0.275 }, { "x": 0.8, "y": 0.285 }, { "x": 0.85, "y": 0.295 }, { "x": 0.9, "y": 0.305 }, { "x": 0.95, "y": 0.315 }, { "x": 1, "y": 0.325 }, { "x": 1.05, "y": 0.335 }, { "x": 1.1, "y": 0.345 }, { "x": 1.15, "y": 0.355 }, { "x": 1.2, "y": 0.365 }, { "x": 1.25, "y": 0.375 }, { "x": 1.3, "y": 0.385 }, { "x": 1.35, "y": 0.395 }, { "x": 1.4, "y": 0.405 }, { "x": 1.45, "y": 0.415 }, { "x": 1.5, "y": 0.425 }, { "x": 1.55, "y": 0.43375 }, { "x": 1.6, "y": 0.4425 }, { "x": 1.65, "y": 0.45125 }, { "x": 1.7, "y": 0.46 }, { "x": 1.75, "y": 0.46875 }, { "x": 1.8, "y": 0.4775 }, { "x": 1.85, "y": 0.48625 }, { "x": 1.9, "y": 0.495 }, { "x": 1.95, "y": 0.50375 }, { "x": 2, "y": 0.5125 }, { "x": 2.05, "y": 0.52125 }, { "x": 2.1, "y": 0.53 }, { "x": 2.15, "y": 0.53875 }, { "x": 2.2, "y": 0.5475 }, { "x": 2.25, "y": 0.55625 }, { "x": 2.3, "y": 0.565 }, { "x": 2.35, "y": 0.57375 }, { "x": 2.4, "y": 0.5825 }, { "x": 2.45, "y": 0.59125 }, { "x": 2.5, "y": 0.6 }, { "x": 2.55, "y": 0.605 }, { "x": 2.6, "y": 0.61 }, { "x": 2.65, "y": 0.615 }, { "x": 2.7, "y": 0.62 }, { "x": 2.75, "y": 0.625 }, { "x": 2.8, "y": 0.63 }, { "x": 2.85, "y": 0.635 }, { "x": 2.9, "y": 0.64 }, { "x": 2.95, "y": 0.645 }, { "x": 3, "y": 0.65 }, { "x": 3.05, "y": 0.655 }, { "x": 3.1, "y": 0.66 }, { "x": 3.15, "y": 0.665 }, { "x": 3.2, "y": 0.67 }, { "x": 3.25, "y": 0.675 }, { "x": 3.3, "y": 0.68 }, { "x": 3.35, "y": 0.685 }, { "x": 3.4, "y": 0.69 }, { "x": 3.45, "y": 0.695 }, { "x": 3.5, "y": 0.7 }, { "x": 3.55, "y": 0.73 }, { "x": 3.6, "y": 0.76 }, { "x": 3.65, "y": 0.79 }, { "x": 3.7, "y": 0.82 }, { "x": 3.75, "y": 0.85 }, { "x": 3.8, "y": 0.88 }, { "x": 3.85, "y": 0.91 }, { "x": 3.9, "y": 0.94 }, { "x": 3.95, "y": 0.97 }, { "x": 4, "y": 1 } ] }, { "id": 1258, "curve_id": "F21.12", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Health facilities", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Batica et al. (2018)", "source_detail": "Batica, J., Gourbesville, P., Erlich, M., Coulet, C., and Mejean, A.: Xynthia flood, learning from the past events - Introducing a FRI to stakeholders, in: Advances in Hydroinformatics. SimHydro 2017 - Choosing the right model in applied hydraulics, edited by: Gourbesville, P., Cunge, J., and Caignaert, G., Springer Water, 607–619, 2018.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": -0.410041409501858, "sigma": 0.81597715497062739, "method": "Curve fitting", "mu_sigma_quality": 0.95004954077847348, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.410, σ=0.816, R²=0.950; Mu/sigma can be used for reconstruction (quality: 0.950); D1 category: figure_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Absolute Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Châtelaillon-Plage, France", "hazard_type": "Flooding", "num_points": 61, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.07619047619048 }, { "x": 0.1, "y": 0.15238095238095 }, { "x": 0.15, "y": 0.2 }, { "x": 0.2, "y": 0.24761904761905 }, { "x": 0.25, "y": 0.26666666666667 }, { "x": 0.3, "y": 0.28571428571429 }, { "x": 0.35, "y": 0.3015873015873 }, { "x": 0.4, "y": 0.31746031746032 }, { "x": 0.45, "y": 0.33333333333333 }, { "x": 0.5, "y": 0.34920634920635 }, { "x": 0.55, "y": 0.36507936507937 }, { "x": 0.6, "y": 0.38095238095238 }, { "x": 0.65, "y": 0.41269841269841 }, { "x": 0.7, "y": 0.44444444444444 }, { "x": 0.75, "y": 0.47619047619048 }, { "x": 0.8, "y": 0.50793650793651 }, { "x": 0.85, "y": 0.53968253968254 }, { "x": 0.9, "y": 0.57142857142857 }, { "x": 0.95, "y": 0.6031746031746 }, { "x": 1, "y": 0.63492063492063 }, { "x": 1.05, "y": 0.66666666666667 }, { "x": 1.1, "y": 0.6984126984127 }, { "x": 1.15, "y": 0.73015873015873 }, { "x": 1.2, "y": 0.76190476190476 }, { "x": 1.25, "y": 0.77777777777778 }, { "x": 1.3, "y": 0.79365079365079 }, { "x": 1.35, "y": 0.80952380952381 }, { "x": 1.4, "y": 0.82539682539683 }, { "x": 1.45, "y": 0.84126984126984 }, { "x": 1.5, "y": 0.85714285714286 }, { "x": 1.55, "y": 0.87301587301587 }, { "x": 1.6, "y": 0.88888888888889 }, { "x": 1.65, "y": 0.9047619047619 }, { "x": 1.7, "y": 0.92063492063492 }, { "x": 1.75, "y": 0.93650793650794 }, { "x": 1.8, "y": 0.95238095238095 }, { "x": 1.85, "y": 0.95396825396825 }, { "x": 1.9, "y": 0.95555555555556 }, { "x": 1.95, "y": 0.95714285714286 }, { "x": 2, "y": 0.95873015873016 }, { "x": 2.05, "y": 0.96031746031746 }, { "x": 2.1, "y": 0.96190476190476 }, { "x": 2.15, "y": 0.96380952380952 }, { "x": 2.2, "y": 0.96571428571429 }, { "x": 2.25, "y": 0.96761904761905 }, { "x": 2.3, "y": 0.96952380952381 }, { "x": 2.35, "y": 0.97142857142857 }, { "x": 2.4, "y": 0.97333333333333 }, { "x": 2.45, "y": 0.97619047619048 }, { "x": 2.5, "y": 0.97904761904762 }, { "x": 2.55, "y": 0.98190476190476 }, { "x": 2.6, "y": 0.9847619047619 }, { "x": 2.65, "y": 0.98761904761905 }, { "x": 2.7, "y": 0.99047619047619 }, { "x": 2.75, "y": 0.99206349206349 }, { "x": 2.8, "y": 0.99365079365079 }, { "x": 2.85, "y": 0.9952380952381 }, { "x": 2.9, "y": 0.9968253968254 }, { "x": 2.95, "y": 0.9984126984127 }, { "x": 3, "y": 1 } ] }, { "id": 1259, "curve_id": "F21.13", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Educational facilities", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Batica et al. (2018)", "source_detail": "Batica, J., Gourbesville, P., Erlich, M., Coulet, C., and Mejean, A.: Xynthia flood, learning from the past events - Introducing a FRI to stakeholders, in: Advances in Hydroinformatics. SimHydro 2017 - Choosing the right model in applied hydraulics, edited by: Gourbesville, P., Cunge, J., and Caignaert, G., Springer Water, 607–619, 2018.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 0.0498619048242446, "sigma": 1.2590029632973296, "method": "Curve fitting", "mu_sigma_quality": 0.92300907247852293, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.050, σ=1.259, R²=0.923; Mu/sigma can be used for reconstruction (quality: 0.923); D1 category: figure_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Absolute Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Châtelaillon-Plage, France", "hazard_type": "Flooding", "num_points": 61, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.03571428571429 }, { "x": 0.1, "y": 0.07142857142857 }, { "x": 0.15, "y": 0.08928571428571 }, { "x": 0.2, "y": 0.10714285714286 }, { "x": 0.25, "y": 0.125 }, { "x": 0.3, "y": 0.14285714285714 }, { "x": 0.35, "y": 0.17857142857143 }, { "x": 0.4, "y": 0.21428571428571 }, { "x": 0.45, "y": 0.25 }, { "x": 0.5, "y": 0.28571428571429 }, { "x": 0.55, "y": 0.32142857142857 }, { "x": 0.6, "y": 0.35714285714286 }, { "x": 0.65, "y": 0.38095238095238 }, { "x": 0.7, "y": 0.4047619047619 }, { "x": 0.75, "y": 0.42857142857143 }, { "x": 0.8, "y": 0.45238095238095 }, { "x": 0.85, "y": 0.47619047619048 }, { "x": 0.9, "y": 0.5 }, { "x": 0.95, "y": 0.50595238095238 }, { "x": 1, "y": 0.51190476190476 }, { "x": 1.05, "y": 0.51785714285714 }, { "x": 1.1, "y": 0.52380952380952 }, { "x": 1.15, "y": 0.5297619047619 }, { "x": 1.2, "y": 0.53571428571429 }, { "x": 1.25, "y": 0.54166666666667 }, { "x": 1.3, "y": 0.54761904761905 }, { "x": 1.35, "y": 0.55357142857143 }, { "x": 1.4, "y": 0.55952380952381 }, { "x": 1.45, "y": 0.56547619047619 }, { "x": 1.5, "y": 0.57142857142857 }, { "x": 1.55, "y": 0.57738095238095 }, { "x": 1.6, "y": 0.58333333333333 }, { "x": 1.65, "y": 0.58928571428571 }, { "x": 1.7, "y": 0.5952380952381 }, { "x": 1.75, "y": 0.60119047619048 }, { "x": 1.8, "y": 0.60714285714286 }, { "x": 1.85, "y": 0.61309523809524 }, { "x": 1.9, "y": 0.61904761904762 }, { "x": 1.95, "y": 0.625 }, { "x": 2, "y": 0.63095238095238 }, { "x": 2.05, "y": 0.63690476190476 }, { "x": 2.1, "y": 0.64285714285714 }, { "x": 2.15, "y": 0.64880952380952 }, { "x": 2.2, "y": 0.6547619047619 }, { "x": 2.25, "y": 0.66071428571429 }, { "x": 2.3, "y": 0.66666666666667 }, { "x": 2.35, "y": 0.67261904761905 }, { "x": 2.4, "y": 0.67857142857143 }, { "x": 2.45, "y": 0.70833333333333 }, { "x": 2.5, "y": 0.73809523809524 }, { "x": 2.55, "y": 0.76785714285714 }, { "x": 2.6, "y": 0.79761904761905 }, { "x": 2.65, "y": 0.82738095238095 }, { "x": 2.7, "y": 0.85714285714286 }, { "x": 2.75, "y": 0.88095238095238 }, { "x": 2.8, "y": 0.9047619047619 }, { "x": 2.85, "y": 0.92857142857143 }, { "x": 2.9, "y": 0.95238095238095 }, { "x": 2.95, "y": 0.97619047619048 }, { "x": 3, "y": 1 } ] }, { "id": 1260, "curve_id": "F21.2", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Education and health", "ci_detail": "Generalized curve for commercial buildings, which also includes schools and hospitals", "source_type": "Technical Manual", "source_abbrev": "Huizinga et al. (2017)", "source_detail": "Huizinga, J., de Moel, H., and Szewczyk, W.: Global flood depth-damage functions: Methodology and the Database with Guidelines, Joint Research Centre (JRC), 108 pp., https://doi.org/10.2760/16510, 2017.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.42106625713938961, "sigma": 1.0956292274781843, "method": "Curve fitting", "mu_sigma_quality": 0.95975951722342245, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.421, σ=1.096, R²=0.960; Mu/sigma can be used for reconstruction (quality: 0.960); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "North America", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.04049079754601 }, { "x": 0.1, "y": 0.06257668711656 }, { "x": 0.15, "y": 0.08466257668712 }, { "x": 0.2, "y": 0.10674846625767 }, { "x": 0.25, "y": 0.12883435582822 }, { "x": 0.3, "y": 0.15092024539877 }, { "x": 0.35, "y": 0.17300613496933 }, { "x": 0.4, "y": 0.19509202453988 }, { "x": 0.45, "y": 0.21717791411043 }, { "x": 0.5, "y": 0.23926380368098 }, { "x": 0.55, "y": 0.25276073619632 }, { "x": 0.6, "y": 0.26625766871166 }, { "x": 0.65, "y": 0.27975460122699 }, { "x": 0.7, "y": 0.29325153374233 }, { "x": 0.75, "y": 0.30674846625767 }, { "x": 0.8, "y": 0.32024539877301 }, { "x": 0.85, "y": 0.33374233128834 }, { "x": 0.9, "y": 0.34723926380368 }, { "x": 0.95, "y": 0.36073619631902 }, { "x": 1, "y": 0.37423312883436 }, { "x": 1.05, "y": 0.38343558282209 }, { "x": 1.1, "y": 0.39263803680982 }, { "x": 1.15, "y": 0.40184049079755 }, { "x": 1.2, "y": 0.41104294478528 }, { "x": 1.25, "y": 0.42024539877301 }, { "x": 1.3, "y": 0.42944785276074 }, { "x": 1.35, "y": 0.43865030674847 }, { "x": 1.4, "y": 0.4478527607362 }, { "x": 1.45, "y": 0.45705521472393 }, { "x": 1.5, "y": 0.46625766871166 }, { "x": 1.55, "y": 0.47484662576687 }, { "x": 1.6, "y": 0.48343558282209 }, { "x": 1.65, "y": 0.4920245398773 }, { "x": 1.7, "y": 0.50061349693252 }, { "x": 1.75, "y": 0.50920245398773 }, { "x": 1.8, "y": 0.51779141104294 }, { "x": 1.85, "y": 0.52638036809816 }, { "x": 1.9, "y": 0.53496932515337 }, { "x": 1.95, "y": 0.54355828220859 }, { "x": 2, "y": 0.5521472392638 }, { "x": 2.05, "y": 0.55889570552147 }, { "x": 2.1, "y": 0.56564417177914 }, { "x": 2.15, "y": 0.57239263803681 }, { "x": 2.2, "y": 0.57914110429448 }, { "x": 2.25, "y": 0.58588957055215 }, { "x": 2.3, "y": 0.59263803680982 }, { "x": 2.35, "y": 0.59938650306748 }, { "x": 2.4, "y": 0.60613496932515 }, { "x": 2.45, "y": 0.61288343558282 }, { "x": 2.5, "y": 0.61963190184049 }, { "x": 2.55, "y": 0.62638036809816 }, { "x": 2.6, "y": 0.63312883435583 }, { "x": 2.65, "y": 0.6398773006135 }, { "x": 2.7, "y": 0.64662576687117 }, { "x": 2.75, "y": 0.65337423312883 }, { "x": 2.8, "y": 0.6601226993865 }, { "x": 2.85, "y": 0.66687116564417 }, { "x": 2.9, "y": 0.67361963190184 }, { "x": 2.95, "y": 0.68036809815951 }, { "x": 3, "y": 0.68711656441718 }, { "x": 3.05, "y": 0.69386503067485 }, { "x": 3.1, "y": 0.70061349693252 }, { "x": 3.15, "y": 0.70736196319018 }, { "x": 3.2, "y": 0.71411042944785 }, { "x": 3.25, "y": 0.72085889570552 }, { "x": 3.3, "y": 0.72760736196319 }, { "x": 3.35, "y": 0.73435582822086 }, { "x": 3.4, "y": 0.74110429447853 }, { "x": 3.45, "y": 0.7478527607362 }, { "x": 3.5, "y": 0.75460122699387 }, { "x": 3.55, "y": 0.76134969325153 }, { "x": 3.6, "y": 0.7680981595092 }, { "x": 3.65, "y": 0.77484662576687 }, { "x": 3.7, "y": 0.78159509202454 }, { "x": 3.75, "y": 0.78834355828221 }, { "x": 3.8, "y": 0.79509202453988 }, { "x": 3.85, "y": 0.80184049079755 }, { "x": 3.9, "y": 0.80858895705521 }, { "x": 3.95, "y": 0.81533742331288 }, { "x": 4, "y": 0.82208588957055 }, { "x": 4.05, "y": 0.82638036809816 }, { "x": 4.1, "y": 0.83067484662577 }, { "x": 4.15, "y": 0.83496932515337 }, { "x": 4.2, "y": 0.83926380368098 }, { "x": 4.25, "y": 0.84355828220859 }, { "x": 4.3, "y": 0.8478527607362 }, { "x": 4.35, "y": 0.8521472392638 }, { "x": 4.4, "y": 0.85644171779141 }, { "x": 4.44999999999999, "y": 0.86073619631902 }, { "x": 4.49999999999999, "y": 0.86503067484662 }, { "x": 4.54999999999999, "y": 0.86932515337423 }, { "x": 4.59999999999999, "y": 0.87361963190184 }, { "x": 4.64999999999999, "y": 0.87791411042945 }, { "x": 4.69999999999999, "y": 0.88220858895705 }, { "x": 4.74999999999999, "y": 0.88650306748466 }, { "x": 4.79999999999999, "y": 0.89079754601227 }, { "x": 4.84999999999999, "y": 0.89509202453988 }, { "x": 4.89999999999999, "y": 0.89938650306748 }, { "x": 4.94999999999999, "y": 0.90368098159509 }, { "x": 4.99999999999999, "y": 0.9079754601227 }, { "x": 5.04999999999999, "y": 0.91257668711656 }, { "x": 5.09999999999999, "y": 0.91717791411043 }, { "x": 5.14999999999999, "y": 0.92177914110429 }, { "x": 5.19999999999999, "y": 0.92638036809816 }, { "x": 5.24999999999999, "y": 0.93098159509202 }, { "x": 5.29999999999999, "y": 0.93558282208589 }, { "x": 5.34999999999999, "y": 0.94018404907975 }, { "x": 5.39999999999999, "y": 0.94478527607362 }, { "x": 5.44999999999999, "y": 0.94938650306748 }, { "x": 5.49999999999999, "y": 0.95398773006135 }, { "x": 5.54999999999999, "y": 0.95858895705521 }, { "x": 5.59999999999999, "y": 0.96319018404908 }, { "x": 5.64999999999999, "y": 0.96779141104294 }, { "x": 5.69999999999999, "y": 0.97239263803681 }, { "x": 5.74999999999999, "y": 0.97699386503067 }, { "x": 5.79999999999999, "y": 0.98159509202454 }, { "x": 5.84999999999999, "y": 0.9861963190184 }, { "x": 5.89999999999999, "y": 0.99079754601227 }, { "x": 5.94999999999999, "y": 0.99539877300613 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1261, "curve_id": "F21.3", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Education and health", "ci_detail": "Generalized curve for commercial buildings, which also includes schools and hospitals", "source_type": "Technical Manual", "source_abbrev": "Huizinga et al. (2017)", "source_detail": "Huizinga, J., de Moel, H., and Szewczyk, W.: Global flood depth-damage functions: Methodology and the Database with Guidelines, Joint Research Centre (JRC), 108 pp., https://doi.org/10.2760/16510, 2017.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": -0.910749021052793, "sigma": 0.91252475049932325, "method": "Curve fitting", "mu_sigma_quality": 0.99426768123458242, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.911, σ=0.913, R²=0.994; Mu/sigma can be used for reconstruction (quality: 0.994); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+O)", "geography": "Central America, South America", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.06114775866089 }, { "x": 0.1, "y": 0.12229551732178 }, { "x": 0.15, "y": 0.18344327598267 }, { "x": 0.2, "y": 0.24459103464356 }, { "x": 0.25, "y": 0.30573879330446 }, { "x": 0.3, "y": 0.36688655196535 }, { "x": 0.35, "y": 0.42803431062624 }, { "x": 0.4, "y": 0.48918206928713 }, { "x": 0.45, "y": 0.55032982794802 }, { "x": 0.5, "y": 0.61147758660891 }, { "x": 0.55, "y": 0.63428293739406 }, { "x": 0.6, "y": 0.65708828817922 }, { "x": 0.65, "y": 0.67989363896437 }, { "x": 0.7, "y": 0.70269898974952 }, { "x": 0.75, "y": 0.72550434053467 }, { "x": 0.8, "y": 0.74830969131983 }, { "x": 0.85, "y": 0.77111504210498 }, { "x": 0.9, "y": 0.79392039289012994 }, { "x": 0.95, "y": 0.81672574367528 }, { "x": 1, "y": 0.83953109446044 }, { "x": 1.05, "y": 0.8479368307595 }, { "x": 1.1, "y": 0.85634256705857 }, { "x": 1.15, "y": 0.86474830335764 }, { "x": 1.2, "y": 0.8731540396567 }, { "x": 1.25, "y": 0.88155977595577 }, { "x": 1.3, "y": 0.88996551225484 }, { "x": 1.35, "y": 0.8983712485539 }, { "x": 1.4, "y": 0.90677698485297 }, { "x": 1.45, "y": 0.91518272115204 }, { "x": 1.5, "y": 0.9235884574511 }, { "x": 1.55, "y": 0.93042685941241 }, { "x": 1.6, "y": 0.93726526137373 }, { "x": 1.65, "y": 0.94410366333504 }, { "x": 1.7, "y": 0.95094206529635 }, { "x": 1.75, "y": 0.95778046725766 }, { "x": 1.8, "y": 0.96461886921897 }, { "x": 1.85, "y": 0.97145727118028 }, { "x": 1.9, "y": 0.9782956731416 }, { "x": 1.95, "y": 0.98513407510291 }, { "x": 2, "y": 0.99197247706422 }, { "x": 2.05, "y": 0.99237385321101 }, { "x": 2.1, "y": 0.9927752293578 }, { "x": 2.15, "y": 0.99317660550459 }, { "x": 2.2, "y": 0.99357798165138 }, { "x": 2.25, "y": 0.99397935779817 }, { "x": 2.3, "y": 0.99438073394495 }, { "x": 2.35, "y": 0.99478211009174 }, { "x": 2.4, "y": 0.99518348623853 }, { "x": 2.45, "y": 0.99558486238532 }, { "x": 2.5, "y": 0.99598623853211 }, { "x": 2.55, "y": 0.9963876146789 }, { "x": 2.6, "y": 0.99678899082569 }, { "x": 2.65, "y": 0.99719036697248 }, { "x": 2.7, "y": 0.99759174311927 }, { "x": 2.75, "y": 0.99799311926606 }, { "x": 2.8, "y": 0.99839449541284 }, { "x": 2.85, "y": 0.99879587155963 }, { "x": 2.9, "y": 0.99919724770642 }, { "x": 2.95, "y": 0.99959862385321 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.95, "y": 1 }, { "x": 4, "y": 1 }, { "x": 4.05, "y": 1 }, { "x": 4.1, "y": 1 }, { "x": 4.15, "y": 1 }, { "x": 4.2, "y": 1 }, { "x": 4.25, "y": 1 }, { "x": 4.3, "y": 1 }, { "x": 4.35, "y": 1 }, { "x": 4.4, "y": 1 }, { "x": 4.44999999999999, "y": 1 }, { "x": 4.49999999999999, "y": 1 }, { "x": 4.54999999999999, "y": 1 }, { "x": 4.59999999999999, "y": 1 }, { "x": 4.64999999999999, "y": 1 }, { "x": 4.69999999999999, "y": 1 }, { "x": 4.74999999999999, "y": 1 }, { "x": 4.79999999999999, "y": 1 }, { "x": 4.84999999999999, "y": 1 }, { "x": 4.89999999999999, "y": 1 }, { "x": 4.94999999999999, "y": 1 }, { "x": 4.99999999999999, "y": 1 }, { "x": 5.04999999999999, "y": 1 }, { "x": 5.09999999999999, "y": 1 }, { "x": 5.14999999999999, "y": 1 }, { "x": 5.19999999999999, "y": 1 }, { "x": 5.24999999999999, "y": 1 }, { "x": 5.29999999999999, "y": 1 }, { "x": 5.34999999999999, "y": 1 }, { "x": 5.39999999999999, "y": 1 }, { "x": 5.44999999999999, "y": 1 }, { "x": 5.49999999999999, "y": 1 }, { "x": 5.54999999999999, "y": 1 }, { "x": 5.59999999999999, "y": 1 }, { "x": 5.64999999999999, "y": 1 }, { "x": 5.69999999999999, "y": 1 }, { "x": 5.74999999999999, "y": 1 }, { "x": 5.79999999999999, "y": 1 }, { "x": 5.84999999999999, "y": 1 }, { "x": 5.89999999999999, "y": 1 }, { "x": 5.94999999999999, "y": 1 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1262, "curve_id": "F21.3", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Education and health", "ci_detail": "Generalized curve for commercial buildings, which also includes schools and hospitals", "source_type": "Technical Manual", "source_abbrev": "Huizinga et al. (2017)", "source_detail": "Huizinga, J., de Moel, H., and Szewczyk, W.: Global flood depth-damage functions: Methodology and the Database with Guidelines, Joint Research Centre (JRC), 108 pp., https://doi.org/10.2760/16510, 2017.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": -0.760922002301112, "sigma": 0.8986943650128949, "method": "Curve fitting", "mu_sigma_quality": 0.99367825226705542, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.761, σ=0.899, R²=0.994; Mu/sigma can be used for reconstruction (quality: 0.994); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+O)", "geography": "Central America, South America", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.05344541513656 }, { "x": 0.1, "y": 0.10689083027312 }, { "x": 0.15, "y": 0.16033624540968 }, { "x": 0.2, "y": 0.21378166054625 }, { "x": 0.25, "y": 0.26722707568281 }, { "x": 0.3, "y": 0.32067249081937 }, { "x": 0.35, "y": 0.37411790595593 }, { "x": 0.4, "y": 0.42756332109249 }, { "x": 0.45, "y": 0.48100873622905 }, { "x": 0.5, "y": 0.53445415136561 }, { "x": 0.55, "y": 0.56136944293545 }, { "x": 0.6, "y": 0.58828473450528 }, { "x": 0.65, "y": 0.61520002607511 }, { "x": 0.7, "y": 0.64211531764494 }, { "x": 0.75, "y": 0.66903060921478 }, { "x": 0.8, "y": 0.69594590078461 }, { "x": 0.85, "y": 0.72286119235444 }, { "x": 0.9, "y": 0.74977648392427 }, { "x": 0.95, "y": 0.77669177549411 }, { "x": 1, "y": 0.80360706706394 }, { "x": 1.05, "y": 0.81291755358349 }, { "x": 1.1, "y": 0.82222804010304 }, { "x": 1.15, "y": 0.83153852662258 }, { "x": 1.2, "y": 0.84084901314213 }, { "x": 1.25, "y": 0.85015949966168 }, { "x": 1.3, "y": 0.85946998618123 }, { "x": 1.35, "y": 0.86878047270078 }, { "x": 1.4, "y": 0.87809095922033 }, { "x": 1.45, "y": 0.88740144573987 }, { "x": 1.5, "y": 0.89671193225942 }, { "x": 1.55, "y": 0.90463248215275 }, { "x": 1.6, "y": 0.91255303204607 }, { "x": 1.65, "y": 0.92047358193939 }, { "x": 1.7, "y": 0.92839413183272 }, { "x": 1.75, "y": 0.93631468172604 }, { "x": 1.8, "y": 0.94423523161937 }, { "x": 1.85, "y": 0.95215578151269 }, { "x": 1.9, "y": 0.96007633140601 }, { "x": 1.95, "y": 0.96799688129934 }, { "x": 2, "y": 0.97591743119266 }, { "x": 2.05, "y": 0.97712155963303 }, { "x": 2.1, "y": 0.97832568807339 }, { "x": 2.15, "y": 0.97952981651376 }, { "x": 2.2, "y": 0.98073394495413 }, { "x": 2.25, "y": 0.9819380733945 }, { "x": 2.3, "y": 0.98314220183486 }, { "x": 2.35, "y": 0.98434633027523 }, { "x": 2.4, "y": 0.9855504587156 }, { "x": 2.45, "y": 0.98675458715596 }, { "x": 2.5, "y": 0.98795871559633 }, { "x": 2.55, "y": 0.9891628440367 }, { "x": 2.6, "y": 0.99036697247706 }, { "x": 2.65, "y": 0.99157110091743 }, { "x": 2.7, "y": 0.9927752293578 }, { "x": 2.75, "y": 0.99397935779817 }, { "x": 2.8, "y": 0.99518348623853 }, { "x": 2.85, "y": 0.9963876146789 }, { "x": 2.9, "y": 0.99759174311927 }, { "x": 2.95, "y": 0.99879587155963 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.95, "y": 1 }, { "x": 4, "y": 1 }, { "x": 4.05, "y": 1 }, { "x": 4.1, "y": 1 }, { "x": 4.15, "y": 1 }, { "x": 4.2, "y": 1 }, { "x": 4.25, "y": 1 }, { "x": 4.3, "y": 1 }, { "x": 4.35, "y": 1 }, { "x": 4.4, "y": 1 }, { "x": 4.44999999999999, "y": 1 }, { "x": 4.49999999999999, "y": 1 }, { "x": 4.54999999999999, "y": 1 }, { "x": 4.59999999999999, "y": 1 }, { "x": 4.64999999999999, "y": 1 }, { "x": 4.69999999999999, "y": 1 }, { "x": 4.74999999999999, "y": 1 }, { "x": 4.79999999999999, "y": 1 }, { "x": 4.84999999999999, "y": 1 }, { "x": 4.89999999999999, "y": 1 }, { "x": 4.94999999999999, "y": 1 }, { "x": 4.99999999999999, "y": 1 }, { "x": 5.04999999999999, "y": 1 }, { "x": 5.09999999999999, "y": 1 }, { "x": 5.14999999999999, "y": 1 }, { "x": 5.19999999999999, "y": 1 }, { "x": 5.24999999999999, "y": 1 }, { "x": 5.29999999999999, "y": 1 }, { "x": 5.34999999999999, "y": 1 }, { "x": 5.39999999999999, "y": 1 }, { "x": 5.44999999999999, "y": 1 }, { "x": 5.49999999999999, "y": 1 }, { "x": 5.54999999999999, "y": 1 }, { "x": 5.59999999999999, "y": 1 }, { "x": 5.64999999999999, "y": 1 }, { "x": 5.69999999999999, "y": 1 }, { "x": 5.74999999999999, "y": 1 }, { "x": 5.79999999999999, "y": 1 }, { "x": 5.84999999999999, "y": 1 }, { "x": 5.89999999999999, "y": 1 }, { "x": 5.94999999999999, "y": 1 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1263, "curve_id": "F21.3", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Education and health", "ci_detail": "Generalized curve for commercial buildings, which also includes schools and hospitals", "source_type": "Technical Manual", "source_abbrev": "Huizinga et al. (2017)", "source_detail": "Huizinga, J., de Moel, H., and Szewczyk, W.: Global flood depth-damage functions: Methodology and the Database with Guidelines, Joint Research Centre (JRC), 108 pp., https://doi.org/10.2760/16510, 2017.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": -1.055573064126, "sigma": 0.90354165195381819, "method": "Curve fitting", "mu_sigma_quality": 0.99485305418390957, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-1.056, σ=0.904, R²=0.995; Mu/sigma can be used for reconstruction (quality: 0.995); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+O)", "geography": "Central America, South America", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.06885010218522 }, { "x": 0.1, "y": 0.13770020437044 }, { "x": 0.15, "y": 0.20655030655566 }, { "x": 0.2, "y": 0.27540040874088 }, { "x": 0.25, "y": 0.3442505109261 }, { "x": 0.3, "y": 0.41310061311133 }, { "x": 0.35, "y": 0.48195071529655 }, { "x": 0.4, "y": 0.55080081748177 }, { "x": 0.45, "y": 0.61965091966699 }, { "x": 0.5, "y": 0.68850102185221 }, { "x": 0.55, "y": 0.70719643185268 }, { "x": 0.6, "y": 0.72589184185316 }, { "x": 0.65, "y": 0.74458725185363 }, { "x": 0.7, "y": 0.7632826618541 }, { "x": 0.75, "y": 0.78197807185457 }, { "x": 0.8, "y": 0.80067348185505 }, { "x": 0.85, "y": 0.81936889185552 }, { "x": 0.9, "y": 0.83806430185599 }, { "x": 0.95, "y": 0.85675971185646 }, { "x": 1, "y": 0.87545512185694 }, { "x": 1.05, "y": 0.88295610793552 }, { "x": 1.1, "y": 0.89045709401411 }, { "x": 1.15, "y": 0.89795808009269 }, { "x": 1.2, "y": 0.90545906617127 }, { "x": 1.25, "y": 0.91296005224986 }, { "x": 1.3, "y": 0.92046103832844 }, { "x": 1.35, "y": 0.92796202440703 }, { "x": 1.4, "y": 0.93546301048561 }, { "x": 1.45, "y": 0.9429639965642 }, { "x": 1.5, "y": 0.95046498264278 }, { "x": 1.55, "y": 0.95622123667208 }, { "x": 1.6, "y": 0.96197749070138 }, { "x": 1.65, "y": 0.96773374473068 }, { "x": 1.7, "y": 0.97348999875998 }, { "x": 1.75, "y": 0.97924625278928 }, { "x": 1.8, "y": 0.98500250681858 }, { "x": 1.85, "y": 0.99075876084788 }, { "x": 1.9, "y": 0.99651501487718 }, { "x": 1.95, "y": 1.00040137614678 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1.00040137614678 }, { "x": 2.1, "y": 1.00040137614678 }, { "x": 2.15, "y": 1.00040137614678 }, { "x": 2.2, "y": 1.00040137614678 }, { "x": 2.25, "y": 1.00040137614678 }, { "x": 2.3, "y": 1.00040137614678 }, { "x": 2.35, "y": 1.00040137614678 }, { "x": 2.4, "y": 1.00040137614678 }, { "x": 2.45, "y": 1.00040137614678 }, { "x": 2.5, "y": 1.00040137614678 }, { "x": 2.55, "y": 1.00040137614678 }, { "x": 2.6, "y": 1.00040137614678 }, { "x": 2.65, "y": 1.00040137614678 }, { "x": 2.7, "y": 1.00040137614678 }, { "x": 2.75, "y": 1.00040137614678 }, { "x": 2.8, "y": 1.00040137614678 }, { "x": 2.85, "y": 1.00040137614678 }, { "x": 2.9, "y": 1.00040137614678 }, { "x": 2.95, "y": 1.00040137614678 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.95, "y": 1 }, { "x": 4, "y": 1 }, { "x": 4.05, "y": 1 }, { "x": 4.1, "y": 1 }, { "x": 4.15, "y": 1 }, { "x": 4.2, "y": 1 }, { "x": 4.25, "y": 1 }, { "x": 4.3, "y": 1 }, { "x": 4.35, "y": 1 }, { "x": 4.4, "y": 1 }, { "x": 4.44999999999999, "y": 1 }, { "x": 4.49999999999999, "y": 1 }, { "x": 4.54999999999999, "y": 1 }, { "x": 4.59999999999999, "y": 1 }, { "x": 4.64999999999999, "y": 1 }, { "x": 4.69999999999999, "y": 1 }, { "x": 4.74999999999999, "y": 1 }, { "x": 4.79999999999999, "y": 1 }, { "x": 4.84999999999999, "y": 1 }, { "x": 4.89999999999999, "y": 1 }, { "x": 4.94999999999999, "y": 1 }, { "x": 4.99999999999999, "y": 1 }, { "x": 5.04999999999999, "y": 1 }, { "x": 5.09999999999999, "y": 1 }, { "x": 5.14999999999999, "y": 1 }, { "x": 5.19999999999999, "y": 1 }, { "x": 5.24999999999999, "y": 1 }, { "x": 5.29999999999999, "y": 1 }, { "x": 5.34999999999999, "y": 1 }, { "x": 5.39999999999999, "y": 1 }, { "x": 5.44999999999999, "y": 1 }, { "x": 5.49999999999999, "y": 1 }, { "x": 5.54999999999999, "y": 1 }, { "x": 5.59999999999999, "y": 1 }, { "x": 5.64999999999999, "y": 1 }, { "x": 5.69999999999999, "y": 1 }, { "x": 5.74999999999999, "y": 1 }, { "x": 5.79999999999999, "y": 1 }, { "x": 5.84999999999999, "y": 1 }, { "x": 5.89999999999999, "y": 1 }, { "x": 5.94999999999999, "y": 1 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1264, "curve_id": "F21.4", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Education and health", "ci_detail": "Generalized curve for commercial buildings, which also includes schools and hospitals", "source_type": "Technical Manual", "source_abbrev": "Huizinga et al. (2017)", "source_detail": "Huizinga, J., de Moel, H., and Szewczyk, W.: Global flood depth-damage functions: Methodology and the Database with Guidelines, Joint Research Centre (JRC), 108 pp., https://doi.org/10.2760/16510, 2017.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": -0.171123092887557, "sigma": 1.1075639702933, "method": "Curve fitting", "mu_sigma_quality": 0.98454671826648454, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.171, σ=1.108, R²=0.985; Mu/sigma can be used for reconstruction (quality: 0.985); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+O)", "geography": "Asia", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.03767896231836 }, { "x": 0.1, "y": 0.07535792463671 }, { "x": 0.15, "y": 0.11303688695507 }, { "x": 0.2, "y": 0.15071584927343 }, { "x": 0.25, "y": 0.18839481159178 }, { "x": 0.3, "y": 0.22607377391014 }, { "x": 0.35, "y": 0.2637527362285 }, { "x": 0.4, "y": 0.30143169854685 }, { "x": 0.45, "y": 0.33911066086521 }, { "x": 0.5, "y": 0.37678962318357 }, { "x": 0.55, "y": 0.39287882272981 }, { "x": 0.6, "y": 0.40896802227605 }, { "x": 0.65, "y": 0.4250572218223 }, { "x": 0.7, "y": 0.44114642136854 }, { "x": 0.75, "y": 0.45723562091478 }, { "x": 0.8, "y": 0.47332482046102 }, { "x": 0.85, "y": 0.48941402000727 }, { "x": 0.9, "y": 0.50550321955351 }, { "x": 0.95, "y": 0.52159241909975 }, { "x": 1, "y": 0.537681618646 }, { "x": 1.05, "y": 0.54984712517655 }, { "x": 1.1, "y": 0.56201263170711 }, { "x": 1.15, "y": 0.57417813823766 }, { "x": 1.2, "y": 0.58634364476822 }, { "x": 1.25, "y": 0.59850915129878 }, { "x": 1.3, "y": 0.61067465782933 }, { "x": 1.35, "y": 0.62284016435989 }, { "x": 1.4, "y": 0.63500567089045 }, { "x": 1.45, "y": 0.647171177421 }, { "x": 1.5, "y": 0.65933668395156 }, { "x": 1.55, "y": 0.66968753880627 }, { "x": 1.6, "y": 0.68003839366097 }, { "x": 1.65, "y": 0.69038924851568 }, { "x": 1.7, "y": 0.70074010337039 }, { "x": 1.75, "y": 0.7110909582251 }, { "x": 1.8, "y": 0.72144181307981 }, { "x": 1.85, "y": 0.73179266793451 }, { "x": 1.9, "y": 0.74214352278922 }, { "x": 1.95, "y": 0.75249437764393 }, { "x": 2, "y": 0.76284523249864 }, { "x": 2.05, "y": 0.76887040366518 }, { "x": 2.1, "y": 0.77489557483172 }, { "x": 2.15, "y": 0.78092074599826 }, { "x": 2.2, "y": 0.7869459171648 }, { "x": 2.25, "y": 0.79297108833134 }, { "x": 2.3, "y": 0.79899625949788 }, { "x": 2.35, "y": 0.80502143066442 }, { "x": 2.4, "y": 0.81104660183096 }, { "x": 2.45, "y": 0.8170717729975 }, { "x": 2.5, "y": 0.82309694416404 }, { "x": 2.55, "y": 0.82912211533057 }, { "x": 2.6, "y": 0.83514728649711 }, { "x": 2.65, "y": 0.84117245766365 }, { "x": 2.7, "y": 0.84719762883019 }, { "x": 2.75, "y": 0.85322279999673 }, { "x": 2.8, "y": 0.85924797116327 }, { "x": 2.85, "y": 0.86527314232981 }, { "x": 2.9, "y": 0.87129831349635 }, { "x": 2.95, "y": 0.87732348466289 }, { "x": 3, "y": 0.88334865582943 }, { "x": 3.05, "y": 0.88627396778288 }, { "x": 3.1, "y": 0.88919927973632 }, { "x": 3.15, "y": 0.89212459168977 }, { "x": 3.2, "y": 0.89504990364322 }, { "x": 3.25, "y": 0.89797521559666 }, { "x": 3.3, "y": 0.90090052755011 }, { "x": 3.35, "y": 0.90382583950355 }, { "x": 3.4, "y": 0.906751151457 }, { "x": 3.45, "y": 0.90967646341044 }, { "x": 3.5, "y": 0.91260177536389 }, { "x": 3.55, "y": 0.91552708731734 }, { "x": 3.6, "y": 0.91845239927078 }, { "x": 3.65, "y": 0.92137771122423 }, { "x": 3.7, "y": 0.92430302317767 }, { "x": 3.75, "y": 0.92722833513112 }, { "x": 3.8, "y": 0.93015364708456 }, { "x": 3.85, "y": 0.93307895903801 }, { "x": 3.9, "y": 0.93600427099145 }, { "x": 3.95, "y": 0.9389295829449 }, { "x": 4, "y": 0.94185489489835 }, { "x": 4.05, "y": 0.94380011916454 }, { "x": 4.1, "y": 0.94574534343074 }, { "x": 4.15, "y": 0.94769056769694 }, { "x": 4.2, "y": 0.94963579196313 }, { "x": 4.25, "y": 0.95158101622933 }, { "x": 4.3, "y": 0.95352624049553 }, { "x": 4.35, "y": 0.95547146476172 }, { "x": 4.4, "y": 0.95741668902792 }, { "x": 4.44999999999999, "y": 0.95936191329412 }, { "x": 4.49999999999999, "y": 0.96130713756031 }, { "x": 4.54999999999999, "y": 0.96325236182651 }, { "x": 4.59999999999999, "y": 0.96519758609271 }, { "x": 4.64999999999999, "y": 0.9671428103589 }, { "x": 4.69999999999999, "y": 0.9690880346251 }, { "x": 4.74999999999999, "y": 0.9710332588913 }, { "x": 4.79999999999999, "y": 0.97297848315749 }, { "x": 4.84999999999999, "y": 0.97492370742369 }, { "x": 4.89999999999999, "y": 0.97686893168989 }, { "x": 4.94999999999999, "y": 0.97881415595609 }, { "x": 4.99999999999999, "y": 0.98075938022228 }, { "x": 5.04999999999999, "y": 0.98172141121117 }, { "x": 5.09999999999999, "y": 0.98268344220005 }, { "x": 5.14999999999999, "y": 0.98364547318894 }, { "x": 5.19999999999999, "y": 0.98460750417783 }, { "x": 5.24999999999999, "y": 0.98556953516671 }, { "x": 5.29999999999999, "y": 0.9865315661556 }, { "x": 5.34999999999999, "y": 0.98749359714448 }, { "x": 5.39999999999999, "y": 0.98845562813337 }, { "x": 5.44999999999999, "y": 0.98941765912226 }, { "x": 5.49999999999999, "y": 0.99037969011114 }, { "x": 5.54999999999999, "y": 0.99134172110003 }, { "x": 5.59999999999999, "y": 0.99230375208891 }, { "x": 5.64999999999999, "y": 0.9932657830778 }, { "x": 5.69999999999999, "y": 0.99422781406668 }, { "x": 5.74999999999999, "y": 0.99518984505557 }, { "x": 5.79999999999999, "y": 0.99615187604446 }, { "x": 5.84999999999999, "y": 0.99711390703334 }, { "x": 5.89999999999999, "y": 0.99807593802223 }, { "x": 5.94999999999999, "y": 0.99903796901111 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1265, "curve_id": "F21.4", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Education and health", "ci_detail": "Generalized curve for commercial buildings, which also includes schools and hospitals", "source_type": "Technical Manual", "source_abbrev": "Huizinga et al. (2017)", "source_detail": "Huizinga, J., de Moel, H., and Szewczyk, W.: Global flood depth-damage functions: Methodology and the Database with Guidelines, Joint Research Centre (JRC), 108 pp., https://doi.org/10.2760/16510, 2017.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.56872107843055753, "sigma": 0.86590713185052681, "method": "Curve fitting", "mu_sigma_quality": 0.98015364544146755, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.569, σ=0.866, R²=0.980; Mu/sigma can be used for reconstruction (quality: 0.980); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+O)", "geography": "Asia", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0136327338074 }, { "x": 0.1, "y": 0.0272654676148 }, { "x": 0.15, "y": 0.0408982014222 }, { "x": 0.2, "y": 0.05453093522961 }, { "x": 0.25, "y": 0.06816366903701 }, { "x": 0.3, "y": 0.08179640284441 }, { "x": 0.35, "y": 0.09542913665181 }, { "x": 0.4, "y": 0.10906187045921 }, { "x": 0.45, "y": 0.12269460426661 }, { "x": 0.5, "y": 0.13632733807401 }, { "x": 0.55, "y": 0.15240313819078 }, { "x": 0.6, "y": 0.16847893830755 }, { "x": 0.65, "y": 0.18455473842432 }, { "x": 0.7, "y": 0.20063053854109 }, { "x": 0.75, "y": 0.21670633865785 }, { "x": 0.8, "y": 0.23278213877462 }, { "x": 0.85, "y": 0.24885793889139 }, { "x": 0.9, "y": 0.26493373900816 }, { "x": 0.95, "y": 0.28100953912492 }, { "x": 1, "y": 0.29708533924169 }, { "x": 1.05, "y": 0.3089499580866 }, { "x": 1.1, "y": 0.3208145769315 }, { "x": 1.15, "y": 0.33267919577641 }, { "x": 1.2, "y": 0.34454381462131 }, { "x": 1.25, "y": 0.35640843346622 }, { "x": 1.3, "y": 0.36827305231112 }, { "x": 1.35, "y": 0.38013767115602 }, { "x": 1.4, "y": 0.39200229000093 }, { "x": 1.45, "y": 0.40386690884583 }, { "x": 1.5, "y": 0.41573152769074 }, { "x": 1.55, "y": 0.42541754710584 }, { "x": 1.6, "y": 0.43510356652095 }, { "x": 1.65, "y": 0.44478958593605 }, { "x": 1.7, "y": 0.45447560535116 }, { "x": 1.75, "y": 0.46416162476626 }, { "x": 1.8, "y": 0.47384764418136 }, { "x": 1.85, "y": 0.48353366359647 }, { "x": 1.9, "y": 0.49321968301157 }, { "x": 1.95, "y": 0.50290570242668 }, { "x": 2, "y": 0.51259172184178 }, { "x": 2.05, "y": 0.52254438727646 }, { "x": 2.1, "y": 0.53249705271114 }, { "x": 2.15, "y": 0.54244971814583 }, { "x": 2.2, "y": 0.55240238358051 }, { "x": 2.25, "y": 0.56235504901519 }, { "x": 2.3, "y": 0.57230771444987 }, { "x": 2.35, "y": 0.58226037988455 }, { "x": 2.4, "y": 0.59221304531924 }, { "x": 2.45, "y": 0.60216571075392 }, { "x": 2.5, "y": 0.6121183761886 }, { "x": 2.55, "y": 0.62207104162328 }, { "x": 2.6, "y": 0.63202370705796 }, { "x": 2.65, "y": 0.64197637249264 }, { "x": 2.7, "y": 0.65192903792733 }, { "x": 2.75, "y": 0.66188170336201 }, { "x": 2.8, "y": 0.67183436879669 }, { "x": 2.85, "y": 0.68178703423137 }, { "x": 2.9, "y": 0.69173969966605 }, { "x": 2.95, "y": 0.70169236510074 }, { "x": 3, "y": 0.71164503053542 }, { "x": 3.05, "y": 0.71753502775183 }, { "x": 3.1, "y": 0.72342502496824 }, { "x": 3.15, "y": 0.72931502218465 }, { "x": 3.2, "y": 0.73520501940106 }, { "x": 3.25, "y": 0.74109501661746 }, { "x": 3.3, "y": 0.74698501383387 }, { "x": 3.35, "y": 0.75287501105028 }, { "x": 3.4, "y": 0.75876500826669 }, { "x": 3.45, "y": 0.7646550054831 }, { "x": 3.5, "y": 0.77054500269951 }, { "x": 3.55, "y": 0.77643499991592 }, { "x": 3.6, "y": 0.78232499713233 }, { "x": 3.65, "y": 0.78821499434874 }, { "x": 3.7, "y": 0.79410499156515 }, { "x": 3.75, "y": 0.79999498878156 }, { "x": 3.8, "y": 0.80588498599797 }, { "x": 3.85, "y": 0.81177498321438 }, { "x": 3.9, "y": 0.81766498043078 }, { "x": 3.95, "y": 0.82355497764719 }, { "x": 4, "y": 0.8294449748636 }, { "x": 4.05, "y": 0.83437164194873 }, { "x": 4.1, "y": 0.83929830903385 }, { "x": 4.15, "y": 0.84422497611898 }, { "x": 4.2, "y": 0.84915164320411 }, { "x": 4.25, "y": 0.85407831028923 }, { "x": 4.3, "y": 0.85900497737436 }, { "x": 4.35, "y": 0.86393164445949 }, { "x": 4.4, "y": 0.86885831154461 }, { "x": 4.44999999999999, "y": 0.87378497862974 }, { "x": 4.49999999999999, "y": 0.87871164571487 }, { "x": 4.54999999999999, "y": 0.88363831279999 }, { "x": 4.59999999999999, "y": 0.88856497988512 }, { "x": 4.64999999999999, "y": 0.89349164697024 }, { "x": 4.69999999999999, "y": 0.89841831405537 }, { "x": 4.74999999999999, "y": 0.9033449811405 }, { "x": 4.79999999999999, "y": 0.90827164822562 }, { "x": 4.84999999999999, "y": 0.91319831531075 }, { "x": 4.89999999999999, "y": 0.91812498239588 }, { "x": 4.94999999999999, "y": 0.923051649481 }, { "x": 4.99999999999999, "y": 0.92797831656613 }, { "x": 5.04999999999999, "y": 0.93157940073782 }, { "x": 5.09999999999999, "y": 0.93518048490952 }, { "x": 5.14999999999999, "y": 0.93878156908121 }, { "x": 5.19999999999999, "y": 0.9423826532529 }, { "x": 5.24999999999999, "y": 0.9459837374246 }, { "x": 5.29999999999999, "y": 0.94958482159629 }, { "x": 5.34999999999999, "y": 0.95318590576798 }, { "x": 5.39999999999999, "y": 0.95678698993968 }, { "x": 5.44999999999999, "y": 0.96038807411137 }, { "x": 5.49999999999999, "y": 0.96398915828306 }, { "x": 5.54999999999999, "y": 0.96759024245476 }, { "x": 5.59999999999999, "y": 0.97119132662645 }, { "x": 5.64999999999999, "y": 0.97479241079814 }, { "x": 5.69999999999999, "y": 0.97839349496984 }, { "x": 5.74999999999999, "y": 0.98199457914153 }, { "x": 5.79999999999999, "y": 0.98559566331323 }, { "x": 5.84999999999999, "y": 0.98919674748492 }, { "x": 5.89999999999999, "y": 0.99279783165661 }, { "x": 5.94999999999999, "y": 0.99639891582831 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1266, "curve_id": "F21.4", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Education and health", "ci_detail": "Generalized curve for commercial buildings, which also includes schools and hospitals", "source_type": "Technical Manual", "source_abbrev": "Huizinga et al. (2017)", "source_detail": "Huizinga, J., de Moel, H., and Szewczyk, W.: Global flood depth-damage functions: Methodology and the Database with Guidelines, Joint Research Centre (JRC), 108 pp., https://doi.org/10.2760/16510, 2017.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": -0.882062961450133, "sigma": 0.96274597411714224, "method": "Curve fitting", "mu_sigma_quality": 0.98631575201914079, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.882, σ=0.963, R²=0.986; Mu/sigma can be used for reconstruction (quality: 0.986); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+O)", "geography": "Asia", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.06172519082931 }, { "x": 0.1, "y": 0.12345038165862 }, { "x": 0.15, "y": 0.18517557248794 }, { "x": 0.2, "y": 0.24690076331725 }, { "x": 0.25, "y": 0.30862595414656 }, { "x": 0.3, "y": 0.37035114497587 }, { "x": 0.35, "y": 0.43207633580518 }, { "x": 0.4, "y": 0.4938015266345 }, { "x": 0.45, "y": 0.55552671746381 }, { "x": 0.5, "y": 0.61725190829312 }, { "x": 0.55, "y": 0.63335450726884 }, { "x": 0.6, "y": 0.64945710624456 }, { "x": 0.65, "y": 0.66555970522027 }, { "x": 0.7, "y": 0.68166230419599 }, { "x": 0.75, "y": 0.69776490317171 }, { "x": 0.8, "y": 0.71386750214743 }, { "x": 0.85, "y": 0.72997010112315 }, { "x": 0.9, "y": 0.74607270009886 }, { "x": 0.95, "y": 0.76217529907458 }, { "x": 1, "y": 0.7782778980503 }, { "x": 1.05, "y": 0.79074429226651 }, { "x": 1.1, "y": 0.80321068648272 }, { "x": 1.15, "y": 0.81567708069892 }, { "x": 1.2, "y": 0.82814347491513 }, { "x": 1.25, "y": 0.84060986913134 }, { "x": 1.3, "y": 0.85307626334755 }, { "x": 1.35, "y": 0.86554265756375 }, { "x": 1.4, "y": 0.87800905177996 }, { "x": 1.45, "y": 0.89047544599617 }, { "x": 1.5, "y": 0.90294184021238 }, { "x": 1.55, "y": 0.91264765619114 }, { "x": 1.6, "y": 0.9223534721699 }, { "x": 1.65, "y": 0.93205928814866 }, { "x": 1.7, "y": 0.94176510412743 }, { "x": 1.75, "y": 0.95147092010619 }, { "x": 1.8, "y": 0.96117673608495 }, { "x": 1.85, "y": 0.97088255206371 }, { "x": 1.9, "y": 0.98058836804248 }, { "x": 1.95, "y": 0.99029418402124 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.95, "y": 1 }, { "x": 4, "y": 1 }, { "x": 4.05, "y": 1 }, { "x": 4.1, "y": 1 }, { "x": 4.15, "y": 1 }, { "x": 4.2, "y": 1 }, { "x": 4.25, "y": 1 }, { "x": 4.3, "y": 1 }, { "x": 4.35, "y": 1 }, { "x": 4.4, "y": 1 }, { "x": 4.44999999999999, "y": 1 }, { "x": 4.49999999999999, "y": 1 }, { "x": 4.54999999999999, "y": 1 }, { "x": 4.59999999999999, "y": 1 }, { "x": 4.64999999999999, "y": 1 }, { "x": 4.69999999999999, "y": 1 }, { "x": 4.74999999999999, "y": 1 }, { "x": 4.79999999999999, "y": 1 }, { "x": 4.84999999999999, "y": 1 }, { "x": 4.89999999999999, "y": 1 }, { "x": 4.94999999999999, "y": 1 }, { "x": 4.99999999999999, "y": 1 }, { "x": 5.04999999999999, "y": 1 }, { "x": 5.09999999999999, "y": 1 }, { "x": 5.14999999999999, "y": 1 }, { "x": 5.19999999999999, "y": 1 }, { "x": 5.24999999999999, "y": 1 }, { "x": 5.29999999999999, "y": 1 }, { "x": 5.34999999999999, "y": 1 }, { "x": 5.39999999999999, "y": 1 }, { "x": 5.44999999999999, "y": 1 }, { "x": 5.49999999999999, "y": 1 }, { "x": 5.54999999999999, "y": 1 }, { "x": 5.59999999999999, "y": 1 }, { "x": 5.64999999999999, "y": 1 }, { "x": 5.69999999999999, "y": 1 }, { "x": 5.74999999999999, "y": 1 }, { "x": 5.79999999999999, "y": 1 }, { "x": 5.84999999999999, "y": 1 }, { "x": 5.89999999999999, "y": 1 }, { "x": 5.94999999999999, "y": 1 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1267, "curve_id": "F21.5", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Education and health", "ci_detail": "Generalized curve for commercial buildings, which also includes schools and hospitals", "source_type": "Technical Manual", "source_abbrev": "Huizinga et al. (2017)", "source_detail": "Huizinga, J., de Moel, H., and Szewczyk, W.: Global flood depth-damage functions: Methodology and the Database with Guidelines, Joint Research Centre (JRC), 108 pp., https://doi.org/10.2760/16510, 2017.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": -0.0212951146840006, "sigma": 0.70411531609768085, "method": "Curve fitting", "mu_sigma_quality": 0.98335362129660608, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.021, σ=0.704, R²=0.983; Mu/sigma can be used for reconstruction (quality: 0.983); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+O)", "geography": "Oceania", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.02389535745491 }, { "x": 0.1, "y": 0.04779071490982 }, { "x": 0.15, "y": 0.07168607236473 }, { "x": 0.2, "y": 0.09558142981963 }, { "x": 0.25, "y": 0.11947678727454 }, { "x": 0.3, "y": 0.14337214472945 }, { "x": 0.35, "y": 0.16726750218436 }, { "x": 0.4, "y": 0.19116285963927 }, { "x": 0.45, "y": 0.21505821709418 }, { "x": 0.5, "y": 0.23895357454909 }, { "x": 0.55, "y": 0.26317818526493 }, { "x": 0.6, "y": 0.28740279598078 }, { "x": 0.65, "y": 0.31162740669662 }, { "x": 0.7, "y": 0.33585201741247 }, { "x": 0.75, "y": 0.36007662812832 }, { "x": 0.8, "y": 0.38430123884416 }, { "x": 0.85, "y": 0.40852584956001 }, { "x": 0.9, "y": 0.43275046027585 }, { "x": 0.95, "y": 0.4569750709917 }, { "x": 1, "y": 0.48119968170755 }, { "x": 1.05, "y": 0.5004592226799 }, { "x": 1.1, "y": 0.51971876365225 }, { "x": 1.15, "y": 0.5389783046246 }, { "x": 1.2, "y": 0.55823784559695 }, { "x": 1.25, "y": 0.57749738656931 }, { "x": 1.3, "y": 0.59675692754166 }, { "x": 1.35, "y": 0.61601646851401 }, { "x": 1.4, "y": 0.63527600948636 }, { "x": 1.45, "y": 0.65453555045872 }, { "x": 1.5, "y": 0.67379509143107 }, { "x": 1.55, "y": 0.69287391562129 }, { "x": 1.6, "y": 0.71195273981152 }, { "x": 1.65, "y": 0.73103156400175 }, { "x": 1.7, "y": 0.75011038819197 }, { "x": 1.75, "y": 0.7691892123822 }, { "x": 1.8, "y": 0.78826803657243 }, { "x": 1.85, "y": 0.80734686076265 }, { "x": 1.9, "y": 0.82642568495288 }, { "x": 1.95, "y": 0.84550450914311 }, { "x": 2, "y": 0.86458333333333 }, { "x": 2.05, "y": 0.87135416666667 }, { "x": 2.1, "y": 0.878125 }, { "x": 2.15, "y": 0.88489583333333 }, { "x": 2.2, "y": 0.89166666666667 }, { "x": 2.25, "y": 0.8984375 }, { "x": 2.3, "y": 0.90520833333333 }, { "x": 2.35, "y": 0.91197916666667 }, { "x": 2.4, "y": 0.91875 }, { "x": 2.45, "y": 0.92552083333333 }, { "x": 2.5, "y": 0.93229166666667 }, { "x": 2.55, "y": 0.9390625 }, { "x": 2.6, "y": 0.94583333333333 }, { "x": 2.65, "y": 0.95260416666667 }, { "x": 2.7, "y": 0.959375 }, { "x": 2.75, "y": 0.96614583333333 }, { "x": 2.8, "y": 0.97291666666667 }, { "x": 2.85, "y": 0.9796875 }, { "x": 2.9, "y": 0.98645833333333 }, { "x": 2.95, "y": 0.99322916666667 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.95, "y": 1 }, { "x": 4, "y": 1 }, { "x": 4.05, "y": 1 }, { "x": 4.1, "y": 1 }, { "x": 4.15, "y": 1 }, { "x": 4.2, "y": 1 }, { "x": 4.25, "y": 1 }, { "x": 4.3, "y": 1 }, { "x": 4.35, "y": 1 }, { "x": 4.4, "y": 1 }, { "x": 4.44999999999999, "y": 1 }, { "x": 4.49999999999999, "y": 1 }, { "x": 4.54999999999999, "y": 1 }, { "x": 4.59999999999999, "y": 1 }, { "x": 4.64999999999999, "y": 1 }, { "x": 4.69999999999999, "y": 1 }, { "x": 4.74999999999999, "y": 1 }, { "x": 4.79999999999999, "y": 1 }, { "x": 4.84999999999999, "y": 1 }, { "x": 4.89999999999999, "y": 1 }, { "x": 4.94999999999999, "y": 1 }, { "x": 4.99999999999999, "y": 1 }, { "x": 5.04999999999999, "y": 1 }, { "x": 5.09999999999999, "y": 1 }, { "x": 5.14999999999999, "y": 1 }, { "x": 5.19999999999999, "y": 1 }, { "x": 5.24999999999999, "y": 1 }, { "x": 5.29999999999999, "y": 1 }, { "x": 5.34999999999999, "y": 1 }, { "x": 5.39999999999999, "y": 1 }, { "x": 5.44999999999999, "y": 1 }, { "x": 5.49999999999999, "y": 1 }, { "x": 5.54999999999999, "y": 1 }, { "x": 5.59999999999999, "y": 1 }, { "x": 5.64999999999999, "y": 1 }, { "x": 5.69999999999999, "y": 1 }, { "x": 5.74999999999999, "y": 1 }, { "x": 5.79999999999999, "y": 1 }, { "x": 5.84999999999999, "y": 1 }, { "x": 5.89999999999999, "y": 1 }, { "x": 5.94999999999999, "y": 1 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1268, "curve_id": "F21.5", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Education and health", "ci_detail": "Generalized curve for commercial buildings, which also includes schools and hospitals", "source_type": "Technical Manual", "source_abbrev": "Huizinga et al. (2017)", "source_detail": "Huizinga, J., de Moel, H., and Szewczyk, W.: Global flood depth-damage functions: Methodology and the Database with Guidelines, Joint Research Centre (JRC), 108 pp., https://doi.org/10.2760/16510, 2017.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.51318655116675138, "sigma": 0.67498988783887182, "method": "Curve fitting", "mu_sigma_quality": 0.99871081770874415, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.513, σ=0.675, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+O)", "geography": "Oceania", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": -0.00015087105605 }, { "x": 0.1, "y": -0.00030174211209 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0.0227025007259 }, { "x": 0.6, "y": 0.04691371201227 }, { "x": 0.65, "y": 0.07112492329865 }, { "x": 0.7, "y": 0.09533613458502 }, { "x": 0.75, "y": 0.11954734587139 }, { "x": 0.8, "y": 0.14375855715776 }, { "x": 0.85, "y": 0.16796976844413 }, { "x": 0.9, "y": 0.1921809797305 }, { "x": 0.95, "y": 0.21639219101687 }, { "x": 1, "y": 0.24060340230324 }, { "x": 1.05, "y": 0.25956205558994 }, { "x": 1.1, "y": 0.27852070887664 }, { "x": 1.15, "y": 0.29747936216334 }, { "x": 1.2, "y": 0.31643801545004 }, { "x": 1.25, "y": 0.33539666873675 }, { "x": 1.3, "y": 0.35435532202345 }, { "x": 1.35, "y": 0.37331397531015 }, { "x": 1.4, "y": 0.39227262859685 }, { "x": 1.45, "y": 0.41123128188355 }, { "x": 1.5, "y": 0.43018993517025 }, { "x": 1.55, "y": 0.44860392392087 }, { "x": 1.6, "y": 0.46701791267149 }, { "x": 1.65, "y": 0.48543190142212 }, { "x": 1.7, "y": 0.50384589017274 }, { "x": 1.75, "y": 0.52225987892336 }, { "x": 1.8, "y": 0.54067386767399 }, { "x": 1.85, "y": 0.55908785642461 }, { "x": 1.9, "y": 0.57750184517523 }, { "x": 1.95, "y": 0.59591583392585 }, { "x": 2, "y": 0.61432982267648 }, { "x": 2.05, "y": 0.62502815027795 }, { "x": 2.1, "y": 0.63572647787943 }, { "x": 2.15, "y": 0.6464248054809 }, { "x": 2.2, "y": 0.65712313308238 }, { "x": 2.25, "y": 0.66782146068385 }, { "x": 2.3, "y": 0.67851978828533 }, { "x": 2.35, "y": 0.6892181158868 }, { "x": 2.4, "y": 0.69991644348828 }, { "x": 2.45, "y": 0.71061477108976 }, { "x": 2.5, "y": 0.72131309869123 }, { "x": 2.55, "y": 0.73201142629271 }, { "x": 2.6, "y": 0.74270975389418 }, { "x": 2.65, "y": 0.75340808149566 }, { "x": 2.7, "y": 0.76410640909713 }, { "x": 2.75, "y": 0.77480473669861 }, { "x": 2.8, "y": 0.78550306430008 }, { "x": 2.85, "y": 0.79620139190156 }, { "x": 2.9, "y": 0.80689971950303 }, { "x": 2.95, "y": 0.81759804710451 }, { "x": 3, "y": 0.82829637470598 }, { "x": 3.05, "y": 0.83126105996895 }, { "x": 3.1, "y": 0.83422574523191 }, { "x": 3.15, "y": 0.83719043049488 }, { "x": 3.2, "y": 0.84015511575784 }, { "x": 3.25, "y": 0.8431198010208 }, { "x": 3.3, "y": 0.84608448628377 }, { "x": 3.35, "y": 0.84904917154673 }, { "x": 3.4, "y": 0.85201385680969 }, { "x": 3.45, "y": 0.85497854207266 }, { "x": 3.5, "y": 0.85794322733562 }, { "x": 3.55, "y": 0.86090791259858 }, { "x": 3.6, "y": 0.86387259786155 }, { "x": 3.65, "y": 0.86683728312451 }, { "x": 3.7, "y": 0.86980196838748 }, { "x": 3.75, "y": 0.87276665365044 }, { "x": 3.8, "y": 0.8757313389134 }, { "x": 3.85, "y": 0.87869602417637 }, { "x": 3.9, "y": 0.88166070943933 }, { "x": 3.95, "y": 0.88462539470229 }, { "x": 4, "y": 0.88759007996526 }, { "x": 4.05, "y": 0.89057152278419 }, { "x": 4.1, "y": 0.89355296560312 }, { "x": 4.15, "y": 0.89653440842205 }, { "x": 4.2, "y": 0.89951585124097 }, { "x": 4.25, "y": 0.9024972940599 }, { "x": 4.3, "y": 0.90547873687883 }, { "x": 4.35, "y": 0.90846017969776 }, { "x": 4.4, "y": 0.91144162251669 }, { "x": 4.44999999999999, "y": 0.91442306533562 }, { "x": 4.49999999999999, "y": 0.91740450815455 }, { "x": 4.54999999999999, "y": 0.92038595097348 }, { "x": 4.59999999999999, "y": 0.92336739379241 }, { "x": 4.64999999999999, "y": 0.92634883661134 }, { "x": 4.69999999999999, "y": 0.92933027943027 }, { "x": 4.74999999999999, "y": 0.9323117222492 }, { "x": 4.79999999999999, "y": 0.93529316506813 }, { "x": 4.84999999999999, "y": 0.93827460788706 }, { "x": 4.89999999999999, "y": 0.94125605070599 }, { "x": 4.94999999999999, "y": 0.94423749352492 }, { "x": 4.99999999999999, "y": 0.94721893634385 }, { "x": 5.04999999999999, "y": 0.94985798952665 }, { "x": 5.09999999999999, "y": 0.95249704270946 }, { "x": 5.14999999999999, "y": 0.95513609589227 }, { "x": 5.19999999999999, "y": 0.95777514907508 }, { "x": 5.24999999999999, "y": 0.96041420225788 }, { "x": 5.29999999999999, "y": 0.96305325544069 }, { "x": 5.34999999999999, "y": 0.9656923086235 }, { "x": 5.39999999999999, "y": 0.96833136180631 }, { "x": 5.44999999999999, "y": 0.97097041498912 }, { "x": 5.49999999999999, "y": 0.97360946817192 }, { "x": 5.54999999999999, "y": 0.97624852135473 }, { "x": 5.59999999999999, "y": 0.97888757453754 }, { "x": 5.64999999999999, "y": 0.98152662772035 }, { "x": 5.69999999999999, "y": 0.98416568090315 }, { "x": 5.74999999999999, "y": 0.98680473408596 }, { "x": 5.79999999999999, "y": 0.98944378726877 }, { "x": 5.84999999999999, "y": 0.99208284045158 }, { "x": 5.89999999999999, "y": 0.99472189363438 }, { "x": 5.94999999999999, "y": 0.99736094681719 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1269, "curve_id": "F21.5", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Education and health", "ci_detail": "Generalized curve for commercial buildings, which also includes schools and hospitals", "source_type": "Technical Manual", "source_abbrev": "Huizinga et al. (2017)", "source_detail": "Huizinga, J., de Moel, H., and Szewczyk, W.: Global flood depth-damage functions: Methodology and the Database with Guidelines, Joint Research Centre (JRC), 108 pp., https://doi.org/10.2760/16510, 2017.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": -0.440170395299668, "sigma": 0.75458139845699912, "method": "Curve fitting", "mu_sigma_quality": 0.983775259567021, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.440, σ=0.755, R²=0.984; Mu/sigma can be used for reconstruction (quality: 0.984); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+O)", "geography": "Oceania", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.03818317786723 }, { "x": 0.1, "y": 0.07636635573445 }, { "x": 0.15, "y": 0.11454953360168 }, { "x": 0.2, "y": 0.15273271146891 }, { "x": 0.25, "y": 0.19091588933614 }, { "x": 0.3, "y": 0.22909906720336 }, { "x": 0.35, "y": 0.26728224507059 }, { "x": 0.4, "y": 0.30546542293782 }, { "x": 0.45, "y": 0.34364860080504 }, { "x": 0.5, "y": 0.38183177867227 }, { "x": 0.55, "y": 0.41217988956187 }, { "x": 0.6, "y": 0.44252800045147 }, { "x": 0.65, "y": 0.47287611134107 }, { "x": 0.7, "y": 0.50322422223067 }, { "x": 0.75, "y": 0.53357233312027 }, { "x": 0.8, "y": 0.56392044400988 }, { "x": 0.85, "y": 0.59426855489948 }, { "x": 0.9, "y": 0.62461666578908 }, { "x": 0.95, "y": 0.65496477667868 }, { "x": 1, "y": 0.68531288756828 }, { "x": 1.05, "y": 0.70325146737046 }, { "x": 1.1, "y": 0.72119004717265 }, { "x": 1.15, "y": 0.73912862697483 }, { "x": 1.2, "y": 0.75706720677702 }, { "x": 1.25, "y": 0.7750057865792 }, { "x": 1.3, "y": 0.79294436638139 }, { "x": 1.35, "y": 0.81088294618357 }, { "x": 1.4, "y": 0.82882152598575 }, { "x": 1.45, "y": 0.84676010578794 }, { "x": 1.5, "y": 0.86469868559012 }, { "x": 1.55, "y": 0.87822881703111 }, { "x": 1.6, "y": 0.8917589484721 }, { "x": 1.65, "y": 0.90528907991309 }, { "x": 1.7, "y": 0.91881921135407 }, { "x": 1.75, "y": 0.93234934279506 }, { "x": 1.8, "y": 0.94587947423605 }, { "x": 1.85, "y": 0.95940960567704 }, { "x": 1.9, "y": 0.97293973711802 }, { "x": 1.95, "y": 0.98646986855901 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.95, "y": 1 }, { "x": 4, "y": 1 }, { "x": 4.05, "y": 1 }, { "x": 4.1, "y": 1 }, { "x": 4.15, "y": 1 }, { "x": 4.2, "y": 1 }, { "x": 4.25, "y": 1 }, { "x": 4.3, "y": 1 }, { "x": 4.35, "y": 1 }, { "x": 4.4, "y": 1 }, { "x": 4.44999999999999, "y": 1 }, { "x": 4.49999999999999, "y": 1 }, { "x": 4.54999999999999, "y": 1 }, { "x": 4.59999999999999, "y": 1 }, { "x": 4.64999999999999, "y": 1 }, { "x": 4.69999999999999, "y": 1 }, { "x": 4.74999999999999, "y": 1 }, { "x": 4.79999999999999, "y": 1 }, { "x": 4.84999999999999, "y": 1 }, { "x": 4.89999999999999, "y": 1 }, { "x": 4.94999999999999, "y": 1 }, { "x": 4.99999999999999, "y": 1 }, { "x": 5.04999999999999, "y": 1 }, { "x": 5.09999999999999, "y": 1 }, { "x": 5.14999999999999, "y": 1 }, { "x": 5.19999999999999, "y": 1 }, { "x": 5.24999999999999, "y": 1 }, { "x": 5.29999999999999, "y": 1 }, { "x": 5.34999999999999, "y": 1 }, { "x": 5.39999999999999, "y": 1 }, { "x": 5.44999999999999, "y": 1 }, { "x": 5.49999999999999, "y": 1 }, { "x": 5.54999999999999, "y": 1 }, { "x": 5.59999999999999, "y": 1 }, { "x": 5.64999999999999, "y": 1 }, { "x": 5.69999999999999, "y": 1 }, { "x": 5.74999999999999, "y": 1 }, { "x": 5.79999999999999, "y": 1 }, { "x": 5.84999999999999, "y": 1 }, { "x": 5.89999999999999, "y": 1 }, { "x": 5.94999999999999, "y": 1 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1270, "curve_id": "F21.6", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Education and health", "ci_detail": "Generalized curve for commercial buildings, which also includes schools and hospitals", "source_type": "Technical Manual", "source_abbrev": "Huizinga et al. (2017)", "source_detail": "Huizinga, J., de Moel, H., and Szewczyk, W.: Global flood depth-damage functions: Methodology and the Database with Guidelines, Joint Research Centre (JRC), 108 pp., https://doi.org/10.2760/16510, 2017.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": -0.0548765159122724, "sigma": 1.056336440205826, "method": "Curve fitting", "mu_sigma_quality": 0.98687587682608324, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.055, σ=1.056, R²=0.987; Mu/sigma can be used for reconstruction (quality: 0.987); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Global", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.03232969176045 }, { "x": 0.1, "y": 0.0646593835209 }, { "x": 0.15, "y": 0.09698907528135 }, { "x": 0.2, "y": 0.1293187670418 }, { "x": 0.25, "y": 0.16164845880225 }, { "x": 0.3, "y": 0.19397815056271 }, { "x": 0.35, "y": 0.22630784232316 }, { "x": 0.4, "y": 0.25863753408361 }, { "x": 0.45, "y": 0.29096722584406 }, { "x": 0.5, "y": 0.32329691760451 }, { "x": 0.55, "y": 0.34162013631703 }, { "x": 0.6, "y": 0.35994335502954 }, { "x": 0.65, "y": 0.37826657374206 }, { "x": 0.7, "y": 0.39658979245457 }, { "x": 0.75, "y": 0.41491301116709 }, { "x": 0.8, "y": 0.4332362298796 }, { "x": 0.85, "y": 0.45155944859212 }, { "x": 0.9, "y": 0.46988266730464 }, { "x": 0.95, "y": 0.48820588601715 }, { "x": 1, "y": 0.50652910472967 }, { "x": 1.05, "y": 0.51933575228761 }, { "x": 1.1, "y": 0.53214239984555 }, { "x": 1.15, "y": 0.54494904740349 }, { "x": 1.2, "y": 0.55775569496143 }, { "x": 1.25, "y": 0.57056234251937 }, { "x": 1.3, "y": 0.58336899007731 }, { "x": 1.35, "y": 0.59617563763525 }, { "x": 1.4, "y": 0.60898228519319 }, { "x": 1.45, "y": 0.62178893275114 }, { "x": 1.5, "y": 0.63459558030908 }, { "x": 1.55, "y": 0.64556698792137 }, { "x": 1.6, "y": 0.65653839553366 }, { "x": 1.65, "y": 0.66750980314595 }, { "x": 1.7, "y": 0.67848121075825 }, { "x": 1.75, "y": 0.68945261837054 }, { "x": 1.8, "y": 0.70042402598283 }, { "x": 1.85, "y": 0.71139543359512 }, { "x": 1.9, "y": 0.72236684120741 }, { "x": 1.95, "y": 0.73333824881971 }, { "x": 2, "y": 0.744309656432 }, { "x": 2.05, "y": 0.75029882581287 }, { "x": 2.1, "y": 0.75628799519373 }, { "x": 2.15, "y": 0.7622771645746 }, { "x": 2.2, "y": 0.76826633395546 }, { "x": 2.25, "y": 0.77425550333633 }, { "x": 2.3, "y": 0.7802446727172 }, { "x": 2.35, "y": 0.78623384209806 }, { "x": 2.4, "y": 0.79222301147893 }, { "x": 2.45, "y": 0.79821218085979 }, { "x": 2.5, "y": 0.80420135024066 }, { "x": 2.55, "y": 0.81019051962153 }, { "x": 2.6, "y": 0.81617968900239 }, { "x": 2.65, "y": 0.82216885838326 }, { "x": 2.7, "y": 0.82815802776413 }, { "x": 2.75, "y": 0.83414719714499 }, { "x": 2.8, "y": 0.84013636652586 }, { "x": 2.85, "y": 0.84612553590672 }, { "x": 2.9, "y": 0.85211470528759 }, { "x": 2.95, "y": 0.85810387466846 }, { "x": 3, "y": 0.86409304404932 }, { "x": 3.05, "y": 0.86752779969155 }, { "x": 3.1, "y": 0.87096255533377 }, { "x": 3.15, "y": 0.87439731097599 }, { "x": 3.2, "y": 0.87783206661821 }, { "x": 3.25, "y": 0.88126682226044 }, { "x": 3.3, "y": 0.88470157790266 }, { "x": 3.35, "y": 0.88813633354488 }, { "x": 3.4, "y": 0.89157108918711 }, { "x": 3.45, "y": 0.89500584482933 }, { "x": 3.5, "y": 0.89844060047155 }, { "x": 3.55, "y": 0.90187535611377 }, { "x": 3.6, "y": 0.905310111756 }, { "x": 3.65, "y": 0.90874486739822 }, { "x": 3.7, "y": 0.91217962304044 }, { "x": 3.75, "y": 0.91561437868267 }, { "x": 3.8, "y": 0.91904913432489 }, { "x": 3.85, "y": 0.92248388996711 }, { "x": 3.9, "y": 0.92591864560933 }, { "x": 3.95, "y": 0.92935340125156 }, { "x": 4, "y": 0.93278815689378 }, { "x": 4.05, "y": 0.93503609745254 }, { "x": 4.1, "y": 0.9372840380113 }, { "x": 4.15, "y": 0.93953197857006 }, { "x": 4.2, "y": 0.94177991912882 }, { "x": 4.25, "y": 0.94402785968758 }, { "x": 4.3, "y": 0.94627580024634 }, { "x": 4.35, "y": 0.9485237408051 }, { "x": 4.4, "y": 0.95077168136387 }, { "x": 4.44999999999999, "y": 0.95301962192263 }, { "x": 4.49999999999999, "y": 0.95526756248139 }, { "x": 4.54999999999999, "y": 0.95751550304015 }, { "x": 4.59999999999999, "y": 0.95976344359891 }, { "x": 4.64999999999999, "y": 0.96201138415767 }, { "x": 4.69999999999999, "y": 0.96425932471643 }, { "x": 4.74999999999999, "y": 0.96650726527519 }, { "x": 4.79999999999999, "y": 0.96875520583395 }, { "x": 4.84999999999999, "y": 0.97100314639271 }, { "x": 4.89999999999999, "y": 0.97325108695147 }, { "x": 4.94999999999999, "y": 0.97549902751024 }, { "x": 4.99999999999999, "y": 0.977746968069 }, { "x": 5.04999999999999, "y": 0.97885961966555 }, { "x": 5.09999999999999, "y": 0.9799722712621 }, { "x": 5.14999999999999, "y": 0.98108492285865 }, { "x": 5.19999999999999, "y": 0.9821975744552 }, { "x": 5.24999999999999, "y": 0.98331022605175 }, { "x": 5.29999999999999, "y": 0.9844228776483 }, { "x": 5.34999999999999, "y": 0.98553552924485 }, { "x": 5.39999999999999, "y": 0.9866481808414 }, { "x": 5.44999999999999, "y": 0.98776083243795 }, { "x": 5.49999999999999, "y": 0.9888734840345 }, { "x": 5.54999999999999, "y": 0.98998613563105 }, { "x": 5.59999999999999, "y": 0.9910987872276 }, { "x": 5.64999999999999, "y": 0.99221143882415 }, { "x": 5.69999999999999, "y": 0.9933240904207 }, { "x": 5.74999999999999, "y": 0.99443674201725 }, { "x": 5.79999999999999, "y": 0.9955493936138 }, { "x": 5.84999999999999, "y": 0.99666204521035 }, { "x": 5.89999999999999, "y": 0.9977746968069 }, { "x": 5.94999999999999, "y": 0.99888734840345 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1271, "curve_id": "F21.7", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "School buildings", "ci_detail": "Generalized curve for companies (incl. government) in diked areas", "source_type": "Project Report", "source_abbrev": "Kok et al. (2005)", "source_detail": "Kok, M., Huizinga, H. J., and Barendregt, A.: Standard Method 2004: Damage and Casualties Caused by Flooding, 56 pp., 2005.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": 1.2736124226597925, "sigma": 0.27302351376638484, "method": "Curve fitting", "mu_sigma_quality": 0.95126528187338444, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.274, σ=0.273, R²=0.951; Mu/sigma can be used for reconstruction (quality: 0.951); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Netherlands", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.005 }, { "x": 0.1, "y": 0.01 }, { "x": 0.15, "y": 0.015 }, { "x": 0.2, "y": 0.02 }, { "x": 0.25, "y": 0.025 }, { "x": 0.3, "y": 0.03 }, { "x": 0.35, "y": 0.035 }, { "x": 0.4, "y": 0.04 }, { "x": 0.45, "y": 0.045 }, { "x": 0.5, "y": 0.05 }, { "x": 0.55, "y": 0.055 }, { "x": 0.6, "y": 0.06 }, { "x": 0.65, "y": 0.065 }, { "x": 0.7, "y": 0.07 }, { "x": 0.75, "y": 0.075 }, { "x": 0.8, "y": 0.08 }, { "x": 0.85, "y": 0.085 }, { "x": 0.9, "y": 0.09 }, { "x": 0.95, "y": 0.095 }, { "x": 1, "y": 0.1 }, { "x": 1.05, "y": 0.103 }, { "x": 1.1, "y": 0.106 }, { "x": 1.15, "y": 0.109 }, { "x": 1.2, "y": 0.112 }, { "x": 1.25, "y": 0.115 }, { "x": 1.3, "y": 0.118 }, { "x": 1.35, "y": 0.121 }, { "x": 1.4, "y": 0.124 }, { "x": 1.45, "y": 0.127 }, { "x": 1.5, "y": 0.13 }, { "x": 1.55, "y": 0.133 }, { "x": 1.6, "y": 0.136 }, { "x": 1.65, "y": 0.139 }, { "x": 1.7, "y": 0.142 }, { "x": 1.75, "y": 0.145 }, { "x": 1.8, "y": 0.148 }, { "x": 1.85, "y": 0.151 }, { "x": 1.9, "y": 0.154 }, { "x": 1.95, "y": 0.157 }, { "x": 2, "y": 0.16 }, { "x": 2.05, "y": 0.163 }, { "x": 2.1, "y": 0.166 }, { "x": 2.15, "y": 0.169 }, { "x": 2.2, "y": 0.172 }, { "x": 2.25, "y": 0.175 }, { "x": 2.3, "y": 0.178 }, { "x": 2.35, "y": 0.181 }, { "x": 2.4, "y": 0.184 }, { "x": 2.45, "y": 0.187 }, { "x": 2.5, "y": 0.19 }, { "x": 2.55, "y": 0.193 }, { "x": 2.6, "y": 0.196 }, { "x": 2.65, "y": 0.199 }, { "x": 2.7, "y": 0.202 }, { "x": 2.75, "y": 0.205 }, { "x": 2.8, "y": 0.208 }, { "x": 2.85, "y": 0.211 }, { "x": 2.9, "y": 0.214 }, { "x": 2.95, "y": 0.217 }, { "x": 3, "y": 0.22 }, { "x": 3.05, "y": 0.2395 }, { "x": 3.1, "y": 0.259 }, { "x": 3.15, "y": 0.2785 }, { "x": 3.2, "y": 0.298 }, { "x": 3.25, "y": 0.3175 }, { "x": 3.3, "y": 0.337 }, { "x": 3.35, "y": 0.3565 }, { "x": 3.4, "y": 0.376 }, { "x": 3.45, "y": 0.3955 }, { "x": 3.5, "y": 0.415 }, { "x": 3.55, "y": 0.4345 }, { "x": 3.6, "y": 0.454 }, { "x": 3.65, "y": 0.4735 }, { "x": 3.7, "y": 0.493 }, { "x": 3.75, "y": 0.5125 }, { "x": 3.8, "y": 0.532 }, { "x": 3.85, "y": 0.5515 }, { "x": 3.9, "y": 0.571 }, { "x": 3.95, "y": 0.5905 }, { "x": 4, "y": 0.61 }, { "x": 4.05, "y": 0.6295 }, { "x": 4.1, "y": 0.649 }, { "x": 4.15, "y": 0.6685 }, { "x": 4.2, "y": 0.688 }, { "x": 4.25, "y": 0.7075 }, { "x": 4.3, "y": 0.727 }, { "x": 4.35, "y": 0.7465 }, { "x": 4.4, "y": 0.766 }, { "x": 4.44999999999999, "y": 0.7855 }, { "x": 4.49999999999999, "y": 0.805 }, { "x": 4.54999999999999, "y": 0.8245 }, { "x": 4.59999999999999, "y": 0.844 }, { "x": 4.64999999999999, "y": 0.8635 }, { "x": 4.69999999999999, "y": 0.883 }, { "x": 4.74999999999999, "y": 0.9025 }, { "x": 4.79999999999999, "y": 0.922 }, { "x": 4.84999999999999, "y": 0.9415 }, { "x": 4.89999999999999, "y": 0.961 }, { "x": 4.94999999999999, "y": 0.9805 }, { "x": 4.99999999999999, "y": 1 }, { "x": 5.04999999999999, "y": 1 }, { "x": 5.09999999999999, "y": 1 }, { "x": 5.14999999999999, "y": 1 }, { "x": 5.19999999999999, "y": 1 }, { "x": 5.24999999999999, "y": 1 }, { "x": 5.29999999999999, "y": 1 }, { "x": 5.34999999999999, "y": 1 }, { "x": 5.39999999999999, "y": 1 }, { "x": 5.44999999999999, "y": 1 }, { "x": 5.49999999999999, "y": 1 }, { "x": 5.54999999999999, "y": 1 }, { "x": 5.59999999999999, "y": 1 }, { "x": 5.64999999999999, "y": 1 }, { "x": 5.69999999999999, "y": 1 }, { "x": 5.74999999999999, "y": 1 }, { "x": 5.79999999999999, "y": 1 }, { "x": 5.84999999999999, "y": 1 }, { "x": 5.89999999999999, "y": 1 }, { "x": 5.94999999999999, "y": 1 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1272, "curve_id": "F21.8", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Education and health", "ci_detail": "Generalized curve in diked areas", "source_type": "Project Report", "source_abbrev": "de Bruijn et al. (2015)", "source_detail": "de Bruijn, K., Wagenaar, D., Slager, K., de Bel, M., and Burzel, A.: Updated and improved method for flood damage assessment: SSM2015 (version 2), Deltares, 125 pp., 2015.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 0.66858241303395471, "sigma": 1.059996013115899, "method": "Curve fitting", "mu_sigma_quality": 0.932779111464227, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.669, σ=1.060, R²=0.933; Mu/sigma can be used for reconstruction (quality: 0.933); D1 category: figure_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Netherlands", "hazard_type": "Flooding", "num_points": 131, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.02 }, { "x": 0.1, "y": 0.04 }, { "x": 0.15, "y": 0.06 }, { "x": 0.2, "y": 0.08 }, { "x": 0.25, "y": 0.1 }, { "x": 0.3, "y": 0.12 }, { "x": 0.35, "y": 0.14 }, { "x": 0.4, "y": 0.16 }, { "x": 0.45, "y": 0.18 }, { "x": 0.5, "y": 0.2 }, { "x": 0.55, "y": 0.2125 }, { "x": 0.6, "y": 0.225 }, { "x": 0.65, "y": 0.2375 }, { "x": 0.7, "y": 0.25 }, { "x": 0.75, "y": 0.26083333333333 }, { "x": 0.8, "y": 0.27166666666667 }, { "x": 0.85, "y": 0.2825 }, { "x": 0.9, "y": 0.29333333333333 }, { "x": 0.95, "y": 0.30416666666667 }, { "x": 1, "y": 0.315 }, { "x": 1.05, "y": 0.323 }, { "x": 1.1, "y": 0.331 }, { "x": 1.15, "y": 0.3405 }, { "x": 1.2, "y": 0.35 }, { "x": 1.25, "y": 0.36 }, { "x": 1.3, "y": 0.37 }, { "x": 1.35, "y": 0.3825 }, { "x": 1.4, "y": 0.395 }, { "x": 1.45, "y": 0.4065 }, { "x": 1.5, "y": 0.418 }, { "x": 1.55, "y": 0.4242 }, { "x": 1.6, "y": 0.4304 }, { "x": 1.65, "y": 0.4366 }, { "x": 1.7, "y": 0.4428 }, { "x": 1.75, "y": 0.449 }, { "x": 1.8, "y": 0.4552 }, { "x": 1.85, "y": 0.4614 }, { "x": 1.9, "y": 0.4676 }, { "x": 1.95, "y": 0.4738 }, { "x": 2, "y": 0.48 }, { "x": 2.05, "y": 0.484 }, { "x": 2.1, "y": 0.488 }, { "x": 2.15, "y": 0.492 }, { "x": 2.2, "y": 0.496 }, { "x": 2.25, "y": 0.5 }, { "x": 2.3, "y": 0.504 }, { "x": 2.35, "y": 0.508 }, { "x": 2.4, "y": 0.512 }, { "x": 2.45, "y": 0.516 }, { "x": 2.5, "y": 0.52 }, { "x": 2.55, "y": 0.5245 }, { "x": 2.6, "y": 0.529 }, { "x": 2.65, "y": 0.5335 }, { "x": 2.7, "y": 0.538 }, { "x": 2.75, "y": 0.5425 }, { "x": 2.8, "y": 0.547 }, { "x": 2.85, "y": 0.5515 }, { "x": 2.9, "y": 0.556 }, { "x": 2.95, "y": 0.5605 }, { "x": 3, "y": 0.565 }, { "x": 3.05, "y": 0.5725 }, { "x": 3.1, "y": 0.58 }, { "x": 3.15, "y": 0.5875 }, { "x": 3.2, "y": 0.595 }, { "x": 3.25, "y": 0.6025 }, { "x": 3.3, "y": 0.61 }, { "x": 3.35, "y": 0.6175 }, { "x": 3.4, "y": 0.625 }, { "x": 3.45, "y": 0.6325 }, { "x": 3.5, "y": 0.64 }, { "x": 3.55, "y": 0.6475 }, { "x": 3.6, "y": 0.655 }, { "x": 3.65, "y": 0.6625 }, { "x": 3.7, "y": 0.67 }, { "x": 3.75, "y": 0.6775 }, { "x": 3.8, "y": 0.685 }, { "x": 3.85, "y": 0.6925 }, { "x": 3.9, "y": 0.7 }, { "x": 3.95, "y": 0.7075 }, { "x": 4, "y": 0.715 }, { "x": 4.05, "y": 0.723 }, { "x": 4.1, "y": 0.731 }, { "x": 4.15, "y": 0.739 }, { "x": 4.2, "y": 0.747 }, { "x": 4.25, "y": 0.755 }, { "x": 4.3, "y": 0.763 }, { "x": 4.35, "y": 0.771 }, { "x": 4.4, "y": 0.779 }, { "x": 4.44999999999999, "y": 0.787 }, { "x": 4.49999999999999, "y": 0.795 }, { "x": 4.54999999999999, "y": 0.802 }, { "x": 4.59999999999999, "y": 0.809 }, { "x": 4.64999999999999, "y": 0.816 }, { "x": 4.69999999999999, "y": 0.823 }, { "x": 4.74999999999999, "y": 0.83 }, { "x": 4.79999999999999, "y": 0.837 }, { "x": 4.84999999999999, "y": 0.844 }, { "x": 4.89999999999999, "y": 0.851 }, { "x": 4.94999999999999, "y": 0.858 }, { "x": 4.99999999999999, "y": 0.865 }, { "x": 5.04999999999999, "y": 0.87 }, { "x": 5.09999999999999, "y": 0.875 }, { "x": 5.14999999999999, "y": 0.88 }, { "x": 5.19999999999999, "y": 0.885 }, { "x": 5.24999999999999, "y": 0.89 }, { "x": 5.29999999999999, "y": 0.895 }, { "x": 5.34999999999999, "y": 0.9 }, { "x": 5.39999999999999, "y": 0.905 }, { "x": 5.44999999999999, "y": 0.91 }, { "x": 5.49999999999999, "y": 0.915 }, { "x": 5.54999999999999, "y": 0.919 }, { "x": 5.59999999999999, "y": 0.923 }, { "x": 5.64999999999999, "y": 0.927 }, { "x": 5.69999999999999, "y": 0.931 }, { "x": 5.74999999999999, "y": 0.935 }, { "x": 5.79999999999999, "y": 0.939 }, { "x": 5.84999999999999, "y": 0.943 }, { "x": 5.89999999999999, "y": 0.947 }, { "x": 5.94999999999999, "y": 0.951 }, { "x": 5.99999999999999, "y": 0.955 }, { "x": 6.04999999999999, "y": 0.9582 }, { "x": 6.09999999999999, "y": 0.9614 }, { "x": 6.14999999999999, "y": 0.9646 }, { "x": 6.19999999999999, "y": 0.9678 }, { "x": 6.24999999999999, "y": 0.971 }, { "x": 6.29999999999999, "y": 0.9768 }, { "x": 6.34999999999999, "y": 0.9826 }, { "x": 6.39999999999999, "y": 0.9884 }, { "x": 6.44999999999999, "y": 0.9942 }, { "x": 6.49999999999999, "y": 1 } ] }, { "id": 1273, "curve_id": "F21.9", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "Hospitals", "ci_detail": "Generalized function for industry", "source_type": "Project Report", "source_abbrev": "Vanneuville et al. (2006)", "source_detail": "Vanneuville, W., Maddens, R., Collard, C., Bogaert, P., De Maeyer, Ph., and Antrop, M.: Impact op mens en economie t.g.v. overstromingen bekeken in het licht van wijzigende hydraulische condities, omgevingsfactoren en klimatologische omstandigheden, België; Vlaanderen, 120 pp., 2006.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": 0.13759092171025541, "sigma": 0.7420966869076111, "method": "Curve fitting", "mu_sigma_quality": 0.987002759525704, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.138, σ=0.742, R²=0.987; Mu/sigma can be used for reconstruction (quality: 0.987); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Belgium", "hazard_type": "Flooding", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.02 }, { "x": 0.1, "y": 0.04 }, { "x": 0.15, "y": 0.06 }, { "x": 0.2, "y": 0.08 }, { "x": 0.25, "y": 0.1 }, { "x": 0.3, "y": 0.12 }, { "x": 0.35, "y": 0.14 }, { "x": 0.4, "y": 0.16 }, { "x": 0.45, "y": 0.18 }, { "x": 0.5, "y": 0.2 }, { "x": 0.55, "y": 0.22 }, { "x": 0.6, "y": 0.24 }, { "x": 0.65, "y": 0.26 }, { "x": 0.7, "y": 0.28 }, { "x": 0.75, "y": 0.3 }, { "x": 0.8, "y": 0.32 }, { "x": 0.85, "y": 0.34 }, { "x": 0.9, "y": 0.36 }, { "x": 0.95, "y": 0.38 }, { "x": 1, "y": 0.4 }, { "x": 1.05, "y": 0.42 }, { "x": 1.1, "y": 0.44 }, { "x": 1.15, "y": 0.46 }, { "x": 1.2, "y": 0.48 }, { "x": 1.25, "y": 0.5 }, { "x": 1.3, "y": 0.52 }, { "x": 1.35, "y": 0.54 }, { "x": 1.4, "y": 0.56 }, { "x": 1.45, "y": 0.58 }, { "x": 1.5, "y": 0.6 }, { "x": 1.55, "y": 0.62 }, { "x": 1.6, "y": 0.64 }, { "x": 1.65, "y": 0.66 }, { "x": 1.7, "y": 0.68 }, { "x": 1.75, "y": 0.7 }, { "x": 1.8, "y": 0.72 }, { "x": 1.85, "y": 0.74 }, { "x": 1.9, "y": 0.76 }, { "x": 1.95, "y": 0.78 }, { "x": 2, "y": 0.8 }, { "x": 2.05, "y": 0.805 }, { "x": 2.1, "y": 0.81 }, { "x": 2.15, "y": 0.815 }, { "x": 2.2, "y": 0.82 }, { "x": 2.25, "y": 0.825 }, { "x": 2.3, "y": 0.83 }, { "x": 2.35, "y": 0.835 }, { "x": 2.4, "y": 0.84 }, { "x": 2.45, "y": 0.845 }, { "x": 2.5, "y": 0.85 }, { "x": 2.55, "y": 0.855 }, { "x": 2.6, "y": 0.86 }, { "x": 2.65, "y": 0.865 }, { "x": 2.7, "y": 0.87 }, { "x": 2.75, "y": 0.875 }, { "x": 2.8, "y": 0.88 }, { "x": 2.85, "y": 0.885 }, { "x": 2.9, "y": 0.89 }, { "x": 2.95, "y": 0.895 }, { "x": 3, "y": 0.9 }, { "x": 3.05, "y": 0.905 }, { "x": 3.1, "y": 0.91 }, { "x": 3.15, "y": 0.915 }, { "x": 3.2, "y": 0.92 }, { "x": 3.25, "y": 0.925 }, { "x": 3.3, "y": 0.93 }, { "x": 3.35, "y": 0.935 }, { "x": 3.4, "y": 0.94 }, { "x": 3.45, "y": 0.945 }, { "x": 3.5, "y": 0.95 }, { "x": 3.55, "y": 0.955 }, { "x": 3.6, "y": 0.96 }, { "x": 3.65, "y": 0.965 }, { "x": 3.7, "y": 0.97 }, { "x": 3.75, "y": 0.975 }, { "x": 3.8, "y": 0.98 }, { "x": 3.85, "y": 0.985 }, { "x": 3.9, "y": 0.99 }, { "x": 3.95, "y": 0.995 }, { "x": 4, "y": 1 }, { "x": 4.05, "y": 1 }, { "x": 4.1, "y": 1 }, { "x": 4.15, "y": 1 }, { "x": 4.2, "y": 1 }, { "x": 4.25, "y": 1 }, { "x": 4.3, "y": 1 }, { "x": 4.35, "y": 1 }, { "x": 4.4, "y": 1 }, { "x": 4.44999999999999, "y": 1 }, { "x": 4.49999999999999, "y": 1 }, { "x": 4.54999999999999, "y": 1 }, { "x": 4.59999999999999, "y": 1 }, { "x": 4.64999999999999, "y": 1 }, { "x": 4.69999999999999, "y": 1 }, { "x": 4.74999999999999, "y": 1 }, { "x": 4.79999999999999, "y": 1 }, { "x": 4.84999999999999, "y": 1 }, { "x": 4.89999999999999, "y": 1 }, { "x": 4.94999999999999, "y": 1 }, { "x": 4.99999999999999, "y": 1 } ] }, { "id": 1274, "curve_id": "F5.1", "sector": "Energy", "ci_type": "Cable", "ci_desc": "Distribution circuits buried crossings", "ci_detail": "No damage due to submergence.", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.43825493093115531, "sigma": 0.405, "method": "Simple estimation", "mu_sigma_quality": 0.1, "mu_sigma_reconstruct": false, "raw_reconstruct": true, "reconstruct_method": "Use raw data points", "calculation_notes": "Estimation: μ=0.438 (from median~1.550), σ=0.405; Mu/sigma quality too low for reconstruction (quality: 0.100); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0 }, { "x": 0.65, "y": 0 }, { "x": 0.7, "y": 0 }, { "x": 0.75, "y": 0 }, { "x": 0.8, "y": 0 }, { "x": 0.85, "y": 0 }, { "x": 0.9, "y": 0 }, { "x": 0.95, "y": 0 }, { "x": 1, "y": 0 }, { "x": 1.05, "y": 0 }, { "x": 1.1, "y": 0 }, { "x": 1.15, "y": 0 }, { "x": 1.2, "y": 0 }, { "x": 1.25, "y": 0 }, { "x": 1.3, "y": 0 }, { "x": 1.35, "y": 0 }, { "x": 1.4, "y": 0 }, { "x": 1.45, "y": 0 }, { "x": 1.5, "y": 0 }, { "x": 1.55, "y": 0 }, { "x": 1.6, "y": 0 }, { "x": 1.65, "y": 0 }, { "x": 1.7, "y": 0 }, { "x": 1.75, "y": 0 }, { "x": 1.8, "y": 0 }, { "x": 1.85, "y": 0 }, { "x": 1.9, "y": 0 }, { "x": 1.95, "y": 0 }, { "x": 2, "y": 0 }, { "x": 2.05, "y": 0 }, { "x": 2.1, "y": 0 }, { "x": 2.15, "y": 0 }, { "x": 2.2, "y": 0 }, { "x": 2.25, "y": 0 }, { "x": 2.3, "y": 0 }, { "x": 2.35, "y": 0 }, { "x": 2.4, "y": 0 }, { "x": 2.45, "y": 0 }, { "x": 2.5, "y": 0 }, { "x": 2.55, "y": 0 }, { "x": 2.6, "y": 0 }, { "x": 2.65, "y": 0 }, { "x": 2.7, "y": 0 }, { "x": 2.75, "y": 0 }, { "x": 2.8, "y": 0 }, { "x": 2.85, "y": 0 }, { "x": 2.9, "y": 0 }, { "x": 2.95, "y": 0 }, { "x": 3, "y": 0 }, { "x": 3.05, "y": 0 } ] }, { "id": 1275, "curve_id": "F6.1", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Distribution circuits (non-crossing)", "ci_detail": "No damage due to submergence.", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.43825493093115531, "sigma": 0.405, "method": "Simple estimation", "mu_sigma_quality": 0.1, "mu_sigma_reconstruct": false, "raw_reconstruct": true, "reconstruct_method": "Use raw data points", "calculation_notes": "Estimation: μ=0.438 (from median~1.550), σ=0.405; Mu/sigma quality too low for reconstruction (quality: 0.100); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0 }, { "x": 0.65, "y": 0 }, { "x": 0.7, "y": 0 }, { "x": 0.75, "y": 0 }, { "x": 0.8, "y": 0 }, { "x": 0.85, "y": 0 }, { "x": 0.9, "y": 0 }, { "x": 0.95, "y": 0 }, { "x": 1, "y": 0 }, { "x": 1.05, "y": 0 }, { "x": 1.1, "y": 0 }, { "x": 1.15, "y": 0 }, { "x": 1.2, "y": 0 }, { "x": 1.25, "y": 0 }, { "x": 1.3, "y": 0 }, { "x": 1.35, "y": 0 }, { "x": 1.4, "y": 0 }, { "x": 1.45, "y": 0 }, { "x": 1.5, "y": 0 }, { "x": 1.55, "y": 0 }, { "x": 1.6, "y": 0 }, { "x": 1.65, "y": 0 }, { "x": 1.7, "y": 0 }, { "x": 1.75, "y": 0 }, { "x": 1.8, "y": 0 }, { "x": 1.85, "y": 0 }, { "x": 1.9, "y": 0 }, { "x": 1.95, "y": 0 }, { "x": 2, "y": 0 }, { "x": 2.05, "y": 0 }, { "x": 2.1, "y": 0 }, { "x": 2.15, "y": 0 }, { "x": 2.2, "y": 0 }, { "x": 2.25, "y": 0 }, { "x": 2.3, "y": 0 }, { "x": 2.35, "y": 0 }, { "x": 2.4, "y": 0 }, { "x": 2.45, "y": 0 }, { "x": 2.5, "y": 0 }, { "x": 2.55, "y": 0 }, { "x": 2.6, "y": 0 }, { "x": 2.65, "y": 0 }, { "x": 2.7, "y": 0 }, { "x": 2.75, "y": 0 }, { "x": 2.8, "y": 0 }, { "x": 2.85, "y": 0 }, { "x": 2.9, "y": 0 }, { "x": 2.95, "y": 0 }, { "x": 3, "y": 0 }, { "x": 3.05, "y": 0 } ] }, { "id": 1276, "curve_id": "F6.2", "sector": "Energy", "ci_type": "Power (minor) line", "ci_desc": "Distribution circuits elevated crossings", "ci_detail": "Low vulnerability due to flooding of ends of buried cables and possible barge traffic impacting transmission towers. ", "source_type": "Technical Manual", "source_abbrev": "FEMA (2013)", "source_detail": "FEMA: Multi-hazard loss estimation methodology: flood model, Department of Homeland Security and Federal Emergency Management Agency, Washington D.C, 569 pp., 2013.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 5.9390382337372341, "sigma": 2.415253029449294, "method": "Curve fitting", "mu_sigma_quality": 0.91882638816302686, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=5.939, σ=2.415, R²=0.919; Mu/sigma can be used for reconstruction (quality: 0.919); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Flooding", "num_points": 62, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0 }, { "x": 0.1, "y": 0 }, { "x": 0.15, "y": 0 }, { "x": 0.2, "y": 0 }, { "x": 0.25, "y": 0 }, { "x": 0.3, "y": 0 }, { "x": 0.35, "y": 0 }, { "x": 0.4, "y": 0 }, { "x": 0.45, "y": 0 }, { "x": 0.5, "y": 0 }, { "x": 0.55, "y": 0 }, { "x": 0.6, "y": 0 }, { "x": 0.65, "y": 0.00132545931759 }, { "x": 0.7, "y": 0.00296587926509 }, { "x": 0.75, "y": 0.0046062992126 }, { "x": 0.8, "y": 0.0062467191601 }, { "x": 0.85, "y": 0.00788713910761 }, { "x": 0.9, "y": 0.00952755905512 }, { "x": 0.95, "y": 0.01 }, { "x": 1, "y": 0.01 }, { "x": 1.05, "y": 0.01 }, { "x": 1.1, "y": 0.01 }, { "x": 1.15, "y": 0.01 }, { "x": 1.2, "y": 0.01 }, { "x": 1.25, "y": 0.01 }, { "x": 1.3, "y": 0.01 }, { "x": 1.35, "y": 0.01 }, { "x": 1.4, "y": 0.01 }, { "x": 1.45, "y": 0.01 }, { "x": 1.5, "y": 0.01 }, { "x": 1.55, "y": 0.01 }, { "x": 1.6, "y": 0.01 }, { "x": 1.65, "y": 0.01 }, { "x": 1.7, "y": 0.01 }, { "x": 1.75, "y": 0.01 }, { "x": 1.8, "y": 0.01 }, { "x": 1.85, "y": 0.01069553805774 }, { "x": 1.9, "y": 0.01233595800525 }, { "x": 1.95, "y": 0.01397637795276 }, { "x": 2, "y": 0.01561679790026 }, { "x": 2.05, "y": 0.01725721784777 }, { "x": 2.1, "y": 0.01889763779528 }, { "x": 2.15, "y": 0.02 }, { "x": 2.2, "y": 0.02 }, { "x": 2.25, "y": 0.02 }, { "x": 2.3, "y": 0.02 }, { "x": 2.35, "y": 0.02 }, { "x": 2.4, "y": 0.02 }, { "x": 2.45, "y": 0.02 }, { "x": 2.5, "y": 0.02 }, { "x": 2.55, "y": 0.02 }, { "x": 2.6, "y": 0.02 }, { "x": 2.65, "y": 0.02 }, { "x": 2.7, "y": 0.02 }, { "x": 2.75, "y": 0.02 }, { "x": 2.8, "y": 0.02 }, { "x": 2.85, "y": 0.02 }, { "x": 2.9, "y": 0.02 }, { "x": 2.95, "y": 0.02 }, { "x": 3, "y": 0.02 }, { "x": 3.05, "y": 0.02 } ] }, { "id": 1277, "curve_id": "F6.3", "sector": "Energy", "ci_type": "Others", "ci_desc": "Energy system", "ci_detail": "Generalized curve for energy assets in diked areas", "source_type": "Project Report", "source_abbrev": "Kok et al. (2005)", "source_detail": "Kok, M., Huizinga, H. J., and Barendregt, A.: Standard Method 2004: Damage and Casualties Caused by Flooding, 56 pp., 2005.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": -0.112282052012367, "sigma": 0.79763183357642287, "method": "Curve fitting", "mu_sigma_quality": 0.95324869226594589, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.112, σ=0.798, R²=0.953; Mu/sigma can be used for reconstruction (quality: 0.953); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Netherlands", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.04 }, { "x": 0.1, "y": 0.08 }, { "x": 0.15, "y": 0.12 }, { "x": 0.2, "y": 0.16 }, { "x": 0.25, "y": 0.2 }, { "x": 0.3, "y": 0.24 }, { "x": 0.35, "y": 0.269 }, { "x": 0.4, "y": 0.286 }, { "x": 0.45, "y": 0.303 }, { "x": 0.5, "y": 0.32 }, { "x": 0.55, "y": 0.337 }, { "x": 0.6, "y": 0.354 }, { "x": 0.65, "y": 0.371 }, { "x": 0.7, "y": 0.388 }, { "x": 0.75, "y": 0.405 }, { "x": 0.8, "y": 0.422 }, { "x": 0.85, "y": 0.439 }, { "x": 0.9, "y": 0.456 }, { "x": 0.95, "y": 0.473 }, { "x": 1, "y": 0.49 }, { "x": 1.05, "y": 0.507 }, { "x": 1.1, "y": 0.524 }, { "x": 1.15, "y": 0.541 }, { "x": 1.2, "y": 0.558 }, { "x": 1.25, "y": 0.575 }, { "x": 1.3, "y": 0.592 }, { "x": 1.35, "y": 0.609 }, { "x": 1.4, "y": 0.626 }, { "x": 1.45, "y": 0.643 }, { "x": 1.5, "y": 0.66 }, { "x": 1.55, "y": 0.677 }, { "x": 1.6, "y": 0.694 }, { "x": 1.65, "y": 0.711 }, { "x": 1.7, "y": 0.728 }, { "x": 1.75, "y": 0.745 }, { "x": 1.8, "y": 0.762 }, { "x": 1.85, "y": 0.779 }, { "x": 1.9, "y": 0.796 }, { "x": 1.95, "y": 0.813 }, { "x": 2, "y": 0.83 }, { "x": 2.05, "y": 0.847 }, { "x": 2.1, "y": 0.864 }, { "x": 2.15, "y": 0.881 }, { "x": 2.2, "y": 0.898 }, { "x": 2.25, "y": 0.915 }, { "x": 2.3, "y": 0.932 }, { "x": 2.35, "y": 0.949 }, { "x": 2.4, "y": 0.966 }, { "x": 2.45, "y": 0.983 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.95, "y": 1 }, { "x": 4, "y": 1 }, { "x": 4.05, "y": 1 }, { "x": 4.1, "y": 1 }, { "x": 4.15, "y": 1 }, { "x": 4.2, "y": 1 }, { "x": 4.25, "y": 1 }, { "x": 4.3, "y": 1 }, { "x": 4.35, "y": 1 }, { "x": 4.4, "y": 1 }, { "x": 4.44999999999999, "y": 1 }, { "x": 4.49999999999999, "y": 1 }, { "x": 4.54999999999999, "y": 1 }, { "x": 4.59999999999999, "y": 1 }, { "x": 4.64999999999999, "y": 1 }, { "x": 4.69999999999999, "y": 1 }, { "x": 4.74999999999999, "y": 1 }, { "x": 4.79999999999999, "y": 1 }, { "x": 4.84999999999999, "y": 1 }, { "x": 4.89999999999999, "y": 1 }, { "x": 4.94999999999999, "y": 1 }, { "x": 4.99999999999999, "y": 1 }, { "x": 5.04999999999999, "y": 1 }, { "x": 5.09999999999999, "y": 1 }, { "x": 5.14999999999999, "y": 1 }, { "x": 5.19999999999999, "y": 1 }, { "x": 5.24999999999999, "y": 1 }, { "x": 5.29999999999999, "y": 1 }, { "x": 5.34999999999999, "y": 1 }, { "x": 5.39999999999999, "y": 1 }, { "x": 5.44999999999999, "y": 1 }, { "x": 5.49999999999999, "y": 1 }, { "x": 5.54999999999999, "y": 1 }, { "x": 5.59999999999999, "y": 1 }, { "x": 5.64999999999999, "y": 1 }, { "x": 5.69999999999999, "y": 1 }, { "x": 5.74999999999999, "y": 1 }, { "x": 5.79999999999999, "y": 1 }, { "x": 5.84999999999999, "y": 1 }, { "x": 5.89999999999999, "y": 1 }, { "x": 5.94999999999999, "y": 1 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1278, "curve_id": "F7.1", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Roads", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "Huizinga et al. (2017)", "source_detail": "Huizinga, J., de Moel, H., and Szewczyk, W.: Global flood depth-damage functions: Methodology and the Database with Guidelines, Joint Research Centre (JRC), 108 pp., https://doi.org/10.2760/16510, 2017.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.20941482149195192, "sigma": 0.97292474649788052, "method": "Curve fitting", "mu_sigma_quality": 0.97309416049922182, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.209, σ=0.973, R²=0.973; Mu/sigma can be used for reconstruction (quality: 0.973); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Europe", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.025 }, { "x": 0.1, "y": 0.05 }, { "x": 0.15, "y": 0.075 }, { "x": 0.2, "y": 0.1 }, { "x": 0.25, "y": 0.125 }, { "x": 0.3, "y": 0.15 }, { "x": 0.35, "y": 0.175 }, { "x": 0.4, "y": 0.2 }, { "x": 0.45, "y": 0.225 }, { "x": 0.5, "y": 0.25 }, { "x": 0.55, "y": 0.267 }, { "x": 0.6, "y": 0.284 }, { "x": 0.65, "y": 0.301 }, { "x": 0.7, "y": 0.318 }, { "x": 0.75, "y": 0.335 }, { "x": 0.8, "y": 0.352 }, { "x": 0.85, "y": 0.369 }, { "x": 0.9, "y": 0.386 }, { "x": 0.95, "y": 0.403 }, { "x": 1, "y": 0.42 }, { "x": 1.05, "y": 0.433 }, { "x": 1.1, "y": 0.446 }, { "x": 1.15, "y": 0.459 }, { "x": 1.2, "y": 0.472 }, { "x": 1.25, "y": 0.485 }, { "x": 1.3, "y": 0.498 }, { "x": 1.35, "y": 0.511 }, { "x": 1.4, "y": 0.524 }, { "x": 1.45, "y": 0.537 }, { "x": 1.5, "y": 0.55 }, { "x": 1.55, "y": 0.56 }, { "x": 1.6, "y": 0.57 }, { "x": 1.65, "y": 0.58 }, { "x": 1.7, "y": 0.59 }, { "x": 1.75, "y": 0.6 }, { "x": 1.8, "y": 0.61 }, { "x": 1.85, "y": 0.62 }, { "x": 1.9, "y": 0.63 }, { "x": 1.95, "y": 0.64 }, { "x": 2, "y": 0.65 }, { "x": 2.05, "y": 0.6575 }, { "x": 2.1, "y": 0.665 }, { "x": 2.15, "y": 0.6725 }, { "x": 2.2, "y": 0.68 }, { "x": 2.25, "y": 0.6875 }, { "x": 2.3, "y": 0.695 }, { "x": 2.35, "y": 0.7025 }, { "x": 2.4, "y": 0.71 }, { "x": 2.45, "y": 0.7175 }, { "x": 2.5, "y": 0.725 }, { "x": 2.55, "y": 0.7325 }, { "x": 2.6, "y": 0.74 }, { "x": 2.65, "y": 0.7475 }, { "x": 2.7, "y": 0.755 }, { "x": 2.75, "y": 0.7625 }, { "x": 2.8, "y": 0.77 }, { "x": 2.85, "y": 0.7775 }, { "x": 2.9, "y": 0.785 }, { "x": 2.95, "y": 0.7925 }, { "x": 3, "y": 0.8 }, { "x": 3.05, "y": 0.805 }, { "x": 3.1, "y": 0.81 }, { "x": 3.15, "y": 0.815 }, { "x": 3.2, "y": 0.82 }, { "x": 3.25, "y": 0.825 }, { "x": 3.3, "y": 0.83 }, { "x": 3.35, "y": 0.835 }, { "x": 3.4, "y": 0.84 }, { "x": 3.45, "y": 0.845 }, { "x": 3.5, "y": 0.85 }, { "x": 3.55, "y": 0.855 }, { "x": 3.6, "y": 0.86 }, { "x": 3.65, "y": 0.865 }, { "x": 3.7, "y": 0.87 }, { "x": 3.75, "y": 0.875 }, { "x": 3.8, "y": 0.88 }, { "x": 3.85, "y": 0.885 }, { "x": 3.9, "y": 0.89 }, { "x": 3.95, "y": 0.895 }, { "x": 4, "y": 0.9 }, { "x": 4.05, "y": 0.905 }, { "x": 4.1, "y": 0.91 }, { "x": 4.15, "y": 0.915 }, { "x": 4.2, "y": 0.92 }, { "x": 4.25, "y": 0.925 }, { "x": 4.3, "y": 0.93 }, { "x": 4.35, "y": 0.935 }, { "x": 4.4, "y": 0.94 }, { "x": 4.44999999999999, "y": 0.945 }, { "x": 4.49999999999999, "y": 0.95 }, { "x": 4.54999999999999, "y": 0.955 }, { "x": 4.59999999999999, "y": 0.96 }, { "x": 4.64999999999999, "y": 0.965 }, { "x": 4.69999999999999, "y": 0.97 }, { "x": 4.74999999999999, "y": 0.975 }, { "x": 4.79999999999999, "y": 0.98 }, { "x": 4.84999999999999, "y": 0.985 }, { "x": 4.89999999999999, "y": 0.99 }, { "x": 4.94999999999999, "y": 0.995 }, { "x": 4.99999999999999, "y": 1 }, { "x": 5.04999999999999, "y": 1 }, { "x": 5.09999999999999, "y": 1 }, { "x": 5.14999999999999, "y": 1 }, { "x": 5.19999999999999, "y": 1 }, { "x": 5.24999999999999, "y": 1 }, { "x": 5.29999999999999, "y": 1 }, { "x": 5.34999999999999, "y": 1 }, { "x": 5.39999999999999, "y": 1 }, { "x": 5.44999999999999, "y": 1 }, { "x": 5.49999999999999, "y": 1 }, { "x": 5.54999999999999, "y": 1 }, { "x": 5.59999999999999, "y": 1 }, { "x": 5.64999999999999, "y": 1 }, { "x": 5.69999999999999, "y": 1 }, { "x": 5.74999999999999, "y": 1 }, { "x": 5.79999999999999, "y": 1 }, { "x": 5.84999999999999, "y": 1 }, { "x": 5.89999999999999, "y": 1 }, { "x": 5.94999999999999, "y": 1 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1279, "curve_id": "F7.10", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Roads", "ci_detail": "In diked areas", "source_type": "Project Report", "source_abbrev": "Kok et al. (2005)", "source_detail": "Kok, M., Huizinga, H. J., and Barendregt, A.: Standard Method 2004: Damage and Casualties Caused by Flooding, 56 pp., 2005.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": 0.67026195087663387, "sigma": 0.77875907449985338, "method": "Curve fitting", "mu_sigma_quality": 0.9481196846308495, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.670, σ=0.779, R²=0.948; Mu/sigma can be used for reconstruction (quality: 0.948); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Netherlands", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.014 }, { "x": 0.1, "y": 0.028 }, { "x": 0.15, "y": 0.042 }, { "x": 0.2, "y": 0.056 }, { "x": 0.25, "y": 0.07 }, { "x": 0.3, "y": 0.084 }, { "x": 0.35, "y": 0.098 }, { "x": 0.4, "y": 0.112 }, { "x": 0.45, "y": 0.126 }, { "x": 0.5, "y": 0.14 }, { "x": 0.55, "y": 0.154 }, { "x": 0.6, "y": 0.168 }, { "x": 0.65, "y": 0.182 }, { "x": 0.7, "y": 0.196 }, { "x": 0.75, "y": 0.21 }, { "x": 0.8, "y": 0.224 }, { "x": 0.85, "y": 0.238 }, { "x": 0.9, "y": 0.252 }, { "x": 0.95, "y": 0.266 }, { "x": 1, "y": 0.28 }, { "x": 1.05, "y": 0.289 }, { "x": 1.1, "y": 0.298 }, { "x": 1.15, "y": 0.307 }, { "x": 1.2, "y": 0.316 }, { "x": 1.25, "y": 0.325 }, { "x": 1.3, "y": 0.334 }, { "x": 1.35, "y": 0.343 }, { "x": 1.4, "y": 0.352 }, { "x": 1.45, "y": 0.361 }, { "x": 1.5, "y": 0.37 }, { "x": 1.55, "y": 0.379 }, { "x": 1.6, "y": 0.388 }, { "x": 1.65, "y": 0.397 }, { "x": 1.7, "y": 0.406 }, { "x": 1.75, "y": 0.415 }, { "x": 1.8, "y": 0.424 }, { "x": 1.85, "y": 0.433 }, { "x": 1.9, "y": 0.442 }, { "x": 1.95, "y": 0.451 }, { "x": 2, "y": 0.46 }, { "x": 2.05, "y": 0.469 }, { "x": 2.1, "y": 0.478 }, { "x": 2.15, "y": 0.487 }, { "x": 2.2, "y": 0.496 }, { "x": 2.25, "y": 0.505 }, { "x": 2.3, "y": 0.514 }, { "x": 2.35, "y": 0.523 }, { "x": 2.4, "y": 0.532 }, { "x": 2.45, "y": 0.541 }, { "x": 2.5, "y": 0.55 }, { "x": 2.55, "y": 0.559 }, { "x": 2.6, "y": 0.568 }, { "x": 2.65, "y": 0.577 }, { "x": 2.7, "y": 0.586 }, { "x": 2.75, "y": 0.595 }, { "x": 2.8, "y": 0.604 }, { "x": 2.85, "y": 0.613 }, { "x": 2.9, "y": 0.622 }, { "x": 2.95, "y": 0.631 }, { "x": 3, "y": 0.64 }, { "x": 3.05, "y": 0.649 }, { "x": 3.1, "y": 0.658 }, { "x": 3.15, "y": 0.667 }, { "x": 3.2, "y": 0.676 }, { "x": 3.25, "y": 0.685 }, { "x": 3.3, "y": 0.694 }, { "x": 3.35, "y": 0.703 }, { "x": 3.4, "y": 0.712 }, { "x": 3.45, "y": 0.721 }, { "x": 3.5, "y": 0.73 }, { "x": 3.55, "y": 0.739 }, { "x": 3.6, "y": 0.748 }, { "x": 3.65, "y": 0.757 }, { "x": 3.7, "y": 0.766 }, { "x": 3.75, "y": 0.775 }, { "x": 3.8, "y": 0.784 }, { "x": 3.85, "y": 0.793 }, { "x": 3.9, "y": 0.802 }, { "x": 3.95, "y": 0.811 }, { "x": 4, "y": 0.82 }, { "x": 4.05, "y": 0.829 }, { "x": 4.1, "y": 0.838 }, { "x": 4.15, "y": 0.847 }, { "x": 4.2, "y": 0.856 }, { "x": 4.25, "y": 0.865 }, { "x": 4.3, "y": 0.874 }, { "x": 4.35, "y": 0.883 }, { "x": 4.4, "y": 0.892 }, { "x": 4.44999999999999, "y": 0.901 }, { "x": 4.49999999999999, "y": 0.91 }, { "x": 4.54999999999999, "y": 0.919 }, { "x": 4.59999999999999, "y": 0.928 }, { "x": 4.64999999999999, "y": 0.937 }, { "x": 4.69999999999999, "y": 0.946 }, { "x": 4.74999999999999, "y": 0.955 }, { "x": 4.79999999999999, "y": 0.964 }, { "x": 4.84999999999999, "y": 0.973 }, { "x": 4.89999999999999, "y": 0.982 }, { "x": 4.94999999999999, "y": 0.991 }, { "x": 4.99999999999999, "y": 1 }, { "x": 5.04999999999999, "y": 1 }, { "x": 5.09999999999999, "y": 1 }, { "x": 5.14999999999999, "y": 1 }, { "x": 5.19999999999999, "y": 1 }, { "x": 5.24999999999999, "y": 1 }, { "x": 5.29999999999999, "y": 1 }, { "x": 5.34999999999999, "y": 1 }, { "x": 5.39999999999999, "y": 1 }, { "x": 5.44999999999999, "y": 1 }, { "x": 5.49999999999999, "y": 1 }, { "x": 5.54999999999999, "y": 1 }, { "x": 5.59999999999999, "y": 1 }, { "x": 5.64999999999999, "y": 1 }, { "x": 5.69999999999999, "y": 1 }, { "x": 5.74999999999999, "y": 1 }, { "x": 5.79999999999999, "y": 1 }, { "x": 5.84999999999999, "y": 1 }, { "x": 5.89999999999999, "y": 1 }, { "x": 5.94999999999999, "y": 1 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1280, "curve_id": "F7.11", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Roads", "ci_detail": "", "source_type": "Project Report", "source_abbrev": "Vanneuville et al. (2006)", "source_detail": "Vanneuville, W., Maddens, R., Collard, C., Bogaert, P., De Maeyer, Ph., and Antrop, M.: Impact op mens en economie t.g.v. overstromingen bekeken in het licht van wijzigende hydraulische condities, omgevingsfactoren en klimatologische omstandigheden, België; Vlaanderen, 120 pp., 2006.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": 0.67026195087663387, "sigma": 0.77875907449985338, "method": "Curve fitting", "mu_sigma_quality": 0.9481196846308495, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.670, σ=0.779, R²=0.948; Mu/sigma can be used for reconstruction (quality: 0.948); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Belgium", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.014 }, { "x": 0.1, "y": 0.028 }, { "x": 0.15, "y": 0.042 }, { "x": 0.2, "y": 0.056 }, { "x": 0.25, "y": 0.07 }, { "x": 0.3, "y": 0.084 }, { "x": 0.35, "y": 0.098 }, { "x": 0.4, "y": 0.112 }, { "x": 0.45, "y": 0.126 }, { "x": 0.5, "y": 0.14 }, { "x": 0.55, "y": 0.154 }, { "x": 0.6, "y": 0.168 }, { "x": 0.65, "y": 0.182 }, { "x": 0.7, "y": 0.196 }, { "x": 0.75, "y": 0.21 }, { "x": 0.8, "y": 0.224 }, { "x": 0.85, "y": 0.238 }, { "x": 0.9, "y": 0.252 }, { "x": 0.95, "y": 0.266 }, { "x": 1, "y": 0.28 }, { "x": 1.05, "y": 0.289 }, { "x": 1.1, "y": 0.298 }, { "x": 1.15, "y": 0.307 }, { "x": 1.2, "y": 0.316 }, { "x": 1.25, "y": 0.325 }, { "x": 1.3, "y": 0.334 }, { "x": 1.35, "y": 0.343 }, { "x": 1.4, "y": 0.352 }, { "x": 1.45, "y": 0.361 }, { "x": 1.5, "y": 0.37 }, { "x": 1.55, "y": 0.379 }, { "x": 1.6, "y": 0.388 }, { "x": 1.65, "y": 0.397 }, { "x": 1.7, "y": 0.406 }, { "x": 1.75, "y": 0.415 }, { "x": 1.8, "y": 0.424 }, { "x": 1.85, "y": 0.433 }, { "x": 1.9, "y": 0.442 }, { "x": 1.95, "y": 0.451 }, { "x": 2, "y": 0.46 }, { "x": 2.05, "y": 0.469 }, { "x": 2.1, "y": 0.478 }, { "x": 2.15, "y": 0.487 }, { "x": 2.2, "y": 0.496 }, { "x": 2.25, "y": 0.505 }, { "x": 2.3, "y": 0.514 }, { "x": 2.35, "y": 0.523 }, { "x": 2.4, "y": 0.532 }, { "x": 2.45, "y": 0.541 }, { "x": 2.5, "y": 0.55 }, { "x": 2.55, "y": 0.559 }, { "x": 2.6, "y": 0.568 }, { "x": 2.65, "y": 0.577 }, { "x": 2.7, "y": 0.586 }, { "x": 2.75, "y": 0.595 }, { "x": 2.8, "y": 0.604 }, { "x": 2.85, "y": 0.613 }, { "x": 2.9, "y": 0.622 }, { "x": 2.95, "y": 0.631 }, { "x": 3, "y": 0.64 }, { "x": 3.05, "y": 0.649 }, { "x": 3.1, "y": 0.658 }, { "x": 3.15, "y": 0.667 }, { "x": 3.2, "y": 0.676 }, { "x": 3.25, "y": 0.685 }, { "x": 3.3, "y": 0.694 }, { "x": 3.35, "y": 0.703 }, { "x": 3.4, "y": 0.712 }, { "x": 3.45, "y": 0.721 }, { "x": 3.5, "y": 0.73 }, { "x": 3.55, "y": 0.739 }, { "x": 3.6, "y": 0.748 }, { "x": 3.65, "y": 0.757 }, { "x": 3.7, "y": 0.766 }, { "x": 3.75, "y": 0.775 }, { "x": 3.8, "y": 0.784 }, { "x": 3.85, "y": 0.793 }, { "x": 3.9, "y": 0.802 }, { "x": 3.95, "y": 0.811 }, { "x": 4, "y": 0.82 }, { "x": 4.05, "y": 0.829 }, { "x": 4.1, "y": 0.838 }, { "x": 4.15, "y": 0.847 }, { "x": 4.2, "y": 0.856 }, { "x": 4.25, "y": 0.865 }, { "x": 4.3, "y": 0.874 }, { "x": 4.35, "y": 0.883 }, { "x": 4.4, "y": 0.892 }, { "x": 4.44999999999999, "y": 0.901 }, { "x": 4.49999999999999, "y": 0.91 }, { "x": 4.54999999999999, "y": 0.919 }, { "x": 4.59999999999999, "y": 0.928 }, { "x": 4.64999999999999, "y": 0.937 }, { "x": 4.69999999999999, "y": 0.946 }, { "x": 4.74999999999999, "y": 0.955 }, { "x": 4.79999999999999, "y": 0.964 }, { "x": 4.84999999999999, "y": 0.973 }, { "x": 4.89999999999999, "y": 0.982 }, { "x": 4.94999999999999, "y": 0.991 }, { "x": 4.99999999999999, "y": 1 }, { "x": 5.04999999999999, "y": 1 }, { "x": 5.09999999999999, "y": 1 }, { "x": 5.14999999999999, "y": 1 }, { "x": 5.19999999999999, "y": 1 }, { "x": 5.24999999999999, "y": 1 }, { "x": 5.29999999999999, "y": 1 }, { "x": 5.34999999999999, "y": 1 }, { "x": 5.39999999999999, "y": 1 }, { "x": 5.44999999999999, "y": 1 }, { "x": 5.49999999999999, "y": 1 }, { "x": 5.54999999999999, "y": 1 }, { "x": 5.59999999999999, "y": 1 }, { "x": 5.64999999999999, "y": 1 }, { "x": 5.69999999999999, "y": 1 }, { "x": 5.74999999999999, "y": 1 }, { "x": 5.79999999999999, "y": 1 }, { "x": 5.84999999999999, "y": 1 }, { "x": 5.89999999999999, "y": 1 }, { "x": 5.94999999999999, "y": 1 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1281, "curve_id": "F7.12", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Roads", "ci_detail": "In diked areas", "source_type": "Project Report", "source_abbrev": "de Bruijn et al. (2015)", "source_detail": "de Bruijn, K., Wagenaar, D., Slager, K., de Bel, M., and Burzel, A.: Updated and improved method for flood damage assessment: SSM2015 (version 2), Deltares, 125 pp., 2015.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": -0.080828141849384, "sigma": 0.93860910041911694, "method": "Curve fitting", "mu_sigma_quality": 0.99507093907393074, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.081, σ=0.939, R²=0.995; Mu/sigma can be used for reconstruction (quality: 0.995); D1 category: figure_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Netherlands", "hazard_type": "Flooding", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.014 }, { "x": 0.1, "y": 0.02 }, { "x": 0.15, "y": 0.03 }, { "x": 0.2, "y": 0.04 }, { "x": 0.25, "y": 0.07375 }, { "x": 0.3, "y": 0.1075 }, { "x": 0.35, "y": 0.14125 }, { "x": 0.4, "y": 0.175 }, { "x": 0.45, "y": 0.20875 }, { "x": 0.5, "y": 0.2425 }, { "x": 0.55, "y": 0.27625 }, { "x": 0.6, "y": 0.31 }, { "x": 0.65, "y": 0.34375 }, { "x": 0.7, "y": 0.3775 }, { "x": 0.75, "y": 0.41125 }, { "x": 0.8, "y": 0.445 }, { "x": 0.85, "y": 0.47875 }, { "x": 0.9, "y": 0.5125 }, { "x": 0.95, "y": 0.54625 }, { "x": 1, "y": 0.58 }, { "x": 1.05, "y": 0.592 }, { "x": 1.1, "y": 0.604 }, { "x": 1.15, "y": 0.616 }, { "x": 1.2, "y": 0.628 }, { "x": 1.25, "y": 0.64 }, { "x": 1.3, "y": 0.652 }, { "x": 1.35, "y": 0.664 }, { "x": 1.4, "y": 0.676 }, { "x": 1.45, "y": 0.688 }, { "x": 1.5, "y": 0.7 }, { "x": 1.55, "y": 0.709 }, { "x": 1.6, "y": 0.718 }, { "x": 1.65, "y": 0.727 }, { "x": 1.7, "y": 0.736 }, { "x": 1.75, "y": 0.745 }, { "x": 1.8, "y": 0.754 }, { "x": 1.85, "y": 0.763 }, { "x": 1.9, "y": 0.772 }, { "x": 1.95, "y": 0.781 }, { "x": 2, "y": 0.79 }, { "x": 2.05, "y": 0.79425 }, { "x": 2.1, "y": 0.7985 }, { "x": 2.15, "y": 0.80275 }, { "x": 2.2, "y": 0.807 }, { "x": 2.25, "y": 0.81125 }, { "x": 2.3, "y": 0.8155 }, { "x": 2.35, "y": 0.81975 }, { "x": 2.4, "y": 0.824 }, { "x": 2.45, "y": 0.82825 }, { "x": 2.5, "y": 0.8325 }, { "x": 2.55, "y": 0.83675 }, { "x": 2.6, "y": 0.841 }, { "x": 2.65, "y": 0.84525 }, { "x": 2.7, "y": 0.8495 }, { "x": 2.75, "y": 0.85375 }, { "x": 2.8, "y": 0.858 }, { "x": 2.85, "y": 0.86225 }, { "x": 2.9, "y": 0.8665 }, { "x": 2.95, "y": 0.87075 }, { "x": 3, "y": 0.875 }, { "x": 3.05, "y": 0.87925 }, { "x": 3.1, "y": 0.8835 }, { "x": 3.15, "y": 0.88775 }, { "x": 3.2, "y": 0.892 }, { "x": 3.25, "y": 0.89625 }, { "x": 3.3, "y": 0.9005 }, { "x": 3.35, "y": 0.90475 }, { "x": 3.4, "y": 0.909 }, { "x": 3.45, "y": 0.91325 }, { "x": 3.5, "y": 0.9175 }, { "x": 3.55, "y": 0.92175 }, { "x": 3.6, "y": 0.926 }, { "x": 3.65, "y": 0.93025 }, { "x": 3.7, "y": 0.9345 }, { "x": 3.75, "y": 0.93875 }, { "x": 3.8, "y": 0.943 }, { "x": 3.85, "y": 0.94725 }, { "x": 3.9, "y": 0.9515 }, { "x": 3.95, "y": 0.95575 }, { "x": 4, "y": 0.96 }, { "x": 4.05, "y": 0.962 }, { "x": 4.1, "y": 0.964 }, { "x": 4.15, "y": 0.966 }, { "x": 4.2, "y": 0.968 }, { "x": 4.25, "y": 0.97 }, { "x": 4.3, "y": 0.972 }, { "x": 4.35, "y": 0.974 }, { "x": 4.4, "y": 0.976 }, { "x": 4.44999999999999, "y": 0.978 }, { "x": 4.49999999999999, "y": 0.98 }, { "x": 4.54999999999999, "y": 0.982 }, { "x": 4.59999999999999, "y": 0.984 }, { "x": 4.64999999999999, "y": 0.986 }, { "x": 4.69999999999999, "y": 0.988 }, { "x": 4.74999999999999, "y": 0.99 }, { "x": 4.79999999999999, "y": 0.992 }, { "x": 4.84999999999999, "y": 0.994 }, { "x": 4.89999999999999, "y": 0.996 }, { "x": 4.94999999999999, "y": 0.998 }, { "x": 4.99999999999999, "y": 1 } ] }, { "id": 1282, "curve_id": "F7.13", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Roads", "ci_detail": "", "source_type": "Project Report", "source_abbrev": "ICPR (2001)", "source_detail": "ICPR: Übersichtskarten der Überschwemmungsgefährdung und der möglichen Vermögensschäden am Rhein Rhein, Abschluss-bericht: Vorgehensweise zur Ermittlung der möglichen Vermögensschäden, International Commission for the Protection of the Rhine, Wiesbaden, Heidelberg, Nijmwegen, München, 44 pp., 2001.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": 6.9380662578847172, "sigma": 4.6064637019062129, "method": "Probit regression", "mu_sigma_quality": 0.74854321459582374, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Vulnerability curve - already in 0-1 range; Probit: Successful - R²=0.749; Mu/sigma can be used for reconstruction (quality: 0.749); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Trans-boundary Rhine countries", "hazard_type": "Flooding", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.005 }, { "x": 0.1, "y": 0.01 }, { "x": 0.15, "y": 0.015 }, { "x": 0.2, "y": 0.02 }, { "x": 0.25, "y": 0.025 }, { "x": 0.3, "y": 0.03 }, { "x": 0.35, "y": 0.035 }, { "x": 0.4, "y": 0.04 }, { "x": 0.45, "y": 0.045 }, { "x": 0.5, "y": 0.05 }, { "x": 0.55, "y": 0.055 }, { "x": 0.6, "y": 0.06 }, { "x": 0.65, "y": 0.065 }, { "x": 0.7, "y": 0.07 }, { "x": 0.75, "y": 0.075 }, { "x": 0.8, "y": 0.08 }, { "x": 0.85, "y": 0.085 }, { "x": 0.9, "y": 0.09 }, { "x": 0.95, "y": 0.095 }, { "x": 1, "y": 0.1 }, { "x": 1.05, "y": 0.1 }, { "x": 1.1, "y": 0.1 }, { "x": 1.15, "y": 0.1 }, { "x": 1.2, "y": 0.1 }, { "x": 1.25, "y": 0.1 }, { "x": 1.3, "y": 0.1 }, { "x": 1.35, "y": 0.1 }, { "x": 1.4, "y": 0.1 }, { "x": 1.45, "y": 0.1 }, { "x": 1.5, "y": 0.1 }, { "x": 1.55, "y": 0.1 }, { "x": 1.6, "y": 0.1 }, { "x": 1.65, "y": 0.1 }, { "x": 1.7, "y": 0.1 }, { "x": 1.75, "y": 0.1 }, { "x": 1.8, "y": 0.1 }, { "x": 1.85, "y": 0.1 }, { "x": 1.9, "y": 0.1 }, { "x": 1.95, "y": 0.1 }, { "x": 2, "y": 0.1 }, { "x": 2.05, "y": 0.1 }, { "x": 2.1, "y": 0.1 }, { "x": 2.15, "y": 0.1 }, { "x": 2.2, "y": 0.1 }, { "x": 2.25, "y": 0.1 }, { "x": 2.3, "y": 0.1 }, { "x": 2.35, "y": 0.1 }, { "x": 2.4, "y": 0.1 }, { "x": 2.45, "y": 0.1 }, { "x": 2.5, "y": 0.1 }, { "x": 2.55, "y": 0.1 }, { "x": 2.6, "y": 0.1 }, { "x": 2.65, "y": 0.1 }, { "x": 2.7, "y": 0.1 }, { "x": 2.75, "y": 0.1 }, { "x": 2.8, "y": 0.1 }, { "x": 2.85, "y": 0.1 }, { "x": 2.9, "y": 0.1 }, { "x": 2.95, "y": 0.1 }, { "x": 3, "y": 0.1 }, { "x": 3.05, "y": 0.1 }, { "x": 3.1, "y": 0.1 }, { "x": 3.15, "y": 0.1 }, { "x": 3.2, "y": 0.1 }, { "x": 3.25, "y": 0.1 }, { "x": 3.3, "y": 0.1 }, { "x": 3.35, "y": 0.1 }, { "x": 3.4, "y": 0.1 }, { "x": 3.45, "y": 0.1 }, { "x": 3.5, "y": 0.1 }, { "x": 3.55, "y": 0.1 }, { "x": 3.6, "y": 0.1 }, { "x": 3.65, "y": 0.1 }, { "x": 3.7, "y": 0.1 }, { "x": 3.75, "y": 0.1 }, { "x": 3.8, "y": 0.1 }, { "x": 3.85, "y": 0.1 }, { "x": 3.9, "y": 0.1 }, { "x": 3.95, "y": 0.1 }, { "x": 4, "y": 0.1 }, { "x": 4.05, "y": 0.1 }, { "x": 4.1, "y": 0.1 }, { "x": 4.15, "y": 0.1 }, { "x": 4.2, "y": 0.1 }, { "x": 4.25, "y": 0.1 }, { "x": 4.3, "y": 0.1 }, { "x": 4.35, "y": 0.1 }, { "x": 4.4, "y": 0.1 }, { "x": 4.44999999999999, "y": 0.1 }, { "x": 4.49999999999999, "y": 0.1 }, { "x": 4.54999999999999, "y": 0.1 }, { "x": 4.59999999999999, "y": 0.1 }, { "x": 4.64999999999999, "y": 0.1 }, { "x": 4.69999999999999, "y": 0.1 }, { "x": 4.74999999999999, "y": 0.1 }, { "x": 4.79999999999999, "y": 0.1 }, { "x": 4.84999999999999, "y": 0.1 }, { "x": 4.89999999999999, "y": 0.1 }, { "x": 4.94999999999999, "y": 0.1 }, { "x": 4.99999999999999, "y": 0.1 } ] }, { "id": 1283, "curve_id": "F7.2", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Roads", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "Huizinga et al. (2017)", "source_detail": "Huizinga, J., de Moel, H., and Szewczyk, W.: Global flood depth-damage functions: Methodology and the Database with Guidelines, Joint Research Centre (JRC), 108 pp., https://doi.org/10.2760/16510, 2017.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.20558690730910725, "sigma": 0.94123071770055033, "method": "Curve fitting", "mu_sigma_quality": 0.98951020473138884, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.206, σ=0.941, R²=0.990; Mu/sigma can be used for reconstruction (quality: 0.990); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+O)", "geography": "Asia", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.02144369063772 }, { "x": 0.1, "y": 0.04288738127544 }, { "x": 0.15, "y": 0.06433107191316 }, { "x": 0.2, "y": 0.08577476255088 }, { "x": 0.25, "y": 0.1072184531886 }, { "x": 0.3, "y": 0.12866214382632 }, { "x": 0.35, "y": 0.15010583446404 }, { "x": 0.4, "y": 0.17154952510176 }, { "x": 0.45, "y": 0.19299321573948 }, { "x": 0.5, "y": 0.2144369063772 }, { "x": 0.55, "y": 0.23026865671642 }, { "x": 0.6, "y": 0.24610040705563 }, { "x": 0.65, "y": 0.26193215739484 }, { "x": 0.7, "y": 0.27776390773406 }, { "x": 0.75, "y": 0.29359565807327 }, { "x": 0.8, "y": 0.30942740841248 }, { "x": 0.85, "y": 0.3252591587517 }, { "x": 0.9, "y": 0.34109090909091 }, { "x": 0.95, "y": 0.35692265943012 }, { "x": 1, "y": 0.37275440976934 }, { "x": 1.05, "y": 0.39587245590231 }, { "x": 1.1, "y": 0.41899050203528 }, { "x": 1.15, "y": 0.44210854816825 }, { "x": 1.2, "y": 0.46522659430122 }, { "x": 1.25, "y": 0.48834464043419 }, { "x": 1.3, "y": 0.51146268656716 }, { "x": 1.35, "y": 0.53458073270014 }, { "x": 1.4, "y": 0.55769877883311 }, { "x": 1.45, "y": 0.58081682496608 }, { "x": 1.5, "y": 0.60393487109905 }, { "x": 1.55, "y": 0.61450729308005 }, { "x": 1.6, "y": 0.62507971506106 }, { "x": 1.65, "y": 0.63565213704206 }, { "x": 1.7, "y": 0.64622455902307 }, { "x": 1.75, "y": 0.65679698100407 }, { "x": 1.8, "y": 0.66736940298507 }, { "x": 1.85, "y": 0.67794182496608 }, { "x": 1.9, "y": 0.68851424694708 }, { "x": 1.95, "y": 0.69908666892809 }, { "x": 2, "y": 0.70965909090909 }, { "x": 2.05, "y": 0.71459659090909 }, { "x": 2.1, "y": 0.71953409090909 }, { "x": 2.15, "y": 0.72447159090909 }, { "x": 2.2, "y": 0.72940909090909 }, { "x": 2.25, "y": 0.73434659090909 }, { "x": 2.3, "y": 0.73928409090909 }, { "x": 2.35, "y": 0.74422159090909 }, { "x": 2.4, "y": 0.74915909090909 }, { "x": 2.45, "y": 0.75409659090909 }, { "x": 2.5, "y": 0.75903409090909 }, { "x": 2.55, "y": 0.76397159090909 }, { "x": 2.6, "y": 0.76890909090909 }, { "x": 2.65, "y": 0.77384659090909 }, { "x": 2.7, "y": 0.77878409090909 }, { "x": 2.75, "y": 0.78372159090909 }, { "x": 2.8, "y": 0.78865909090909 }, { "x": 2.85, "y": 0.79359659090909 }, { "x": 2.9, "y": 0.79853409090909 }, { "x": 2.95, "y": 0.80347159090909 }, { "x": 3, "y": 0.80840909090909 }, { "x": 3.05, "y": 0.81234659090909 }, { "x": 3.1, "y": 0.81628409090909 }, { "x": 3.15, "y": 0.82022159090909 }, { "x": 3.2, "y": 0.82415909090909 }, { "x": 3.25, "y": 0.82809659090909 }, { "x": 3.3, "y": 0.83203409090909 }, { "x": 3.35, "y": 0.83597159090909 }, { "x": 3.4, "y": 0.83990909090909 }, { "x": 3.45, "y": 0.84384659090909 }, { "x": 3.5, "y": 0.84778409090909 }, { "x": 3.55, "y": 0.85172159090909 }, { "x": 3.6, "y": 0.85565909090909 }, { "x": 3.65, "y": 0.85959659090909 }, { "x": 3.7, "y": 0.86353409090909 }, { "x": 3.75, "y": 0.86747159090909 }, { "x": 3.8, "y": 0.87140909090909 }, { "x": 3.85, "y": 0.87534659090909 }, { "x": 3.9, "y": 0.87928409090909 }, { "x": 3.95, "y": 0.88322159090909 }, { "x": 4, "y": 0.88715909090909 }, { "x": 4.05, "y": 0.89123863636364 }, { "x": 4.1, "y": 0.89531818181818 }, { "x": 4.15, "y": 0.89939772727273 }, { "x": 4.2, "y": 0.90347727272727 }, { "x": 4.25, "y": 0.90755681818182 }, { "x": 4.3, "y": 0.91163636363636 }, { "x": 4.35, "y": 0.91571590909091 }, { "x": 4.4, "y": 0.91979545454545 }, { "x": 4.44999999999999, "y": 0.923875 }, { "x": 4.49999999999999, "y": 0.92795454545454 }, { "x": 4.54999999999999, "y": 0.93203409090909 }, { "x": 4.59999999999999, "y": 0.93611363636364 }, { "x": 4.64999999999999, "y": 0.94019318181818 }, { "x": 4.69999999999999, "y": 0.94427272727273 }, { "x": 4.74999999999999, "y": 0.94835227272727 }, { "x": 4.79999999999999, "y": 0.95243181818182 }, { "x": 4.84999999999999, "y": 0.95651136363636 }, { "x": 4.89999999999999, "y": 0.96059090909091 }, { "x": 4.94999999999999, "y": 0.96467045454545 }, { "x": 4.99999999999999, "y": 0.96875 }, { "x": 5.04999999999999, "y": 0.9703125 }, { "x": 5.09999999999999, "y": 0.971875 }, { "x": 5.14999999999999, "y": 0.9734375 }, { "x": 5.19999999999999, "y": 0.975 }, { "x": 5.24999999999999, "y": 0.9765625 }, { "x": 5.29999999999999, "y": 0.978125 }, { "x": 5.34999999999999, "y": 0.9796875 }, { "x": 5.39999999999999, "y": 0.98125 }, { "x": 5.44999999999999, "y": 0.9828125 }, { "x": 5.49999999999999, "y": 0.984375 }, { "x": 5.54999999999999, "y": 0.9859375 }, { "x": 5.59999999999999, "y": 0.9875 }, { "x": 5.64999999999999, "y": 0.9890625 }, { "x": 5.69999999999999, "y": 0.990625 }, { "x": 5.74999999999999, "y": 0.9921875 }, { "x": 5.79999999999999, "y": 0.99375 }, { "x": 5.84999999999999, "y": 0.9953125 }, { "x": 5.89999999999999, "y": 0.996875 }, { "x": 5.94999999999999, "y": 0.9984375 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1284, "curve_id": "F7.2", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Roads", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "Huizinga et al. (2017)", "source_detail": "Huizinga, J., de Moel, H., and Szewczyk, W.: Global flood depth-damage functions: Methodology and the Database with Guidelines, Joint Research Centre (JRC), 108 pp., https://doi.org/10.2760/16510, 2017.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.70572125533318864, "sigma": 0.93800945857273288, "method": "Curve fitting", "mu_sigma_quality": 0.94355688318569142, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.706, σ=0.938, R²=0.944; Mu/sigma can be used for reconstruction (quality: 0.944); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+O)", "geography": "Asia", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01450260490005 }, { "x": 0.1, "y": 0.02900520980009 }, { "x": 0.15, "y": 0.04350781470014 }, { "x": 0.2, "y": 0.05801041960019 }, { "x": 0.25, "y": 0.07251302450023 }, { "x": 0.3, "y": 0.08701562940028 }, { "x": 0.35, "y": 0.10151823430033 }, { "x": 0.4, "y": 0.11602083920037 }, { "x": 0.45, "y": 0.13052344410042 }, { "x": 0.5, "y": 0.14502604900047 }, { "x": 0.55, "y": 0.16040449142138 }, { "x": 0.6, "y": 0.1757829338423 }, { "x": 0.65, "y": 0.19116137626321 }, { "x": 0.7, "y": 0.20653981868412 }, { "x": 0.75, "y": 0.22191826110504 }, { "x": 0.8, "y": 0.23729670352595 }, { "x": 0.85, "y": 0.25267514594687 }, { "x": 0.9, "y": 0.26805358836778 }, { "x": 0.95, "y": 0.28343203078869 }, { "x": 1, "y": 0.29881047320961 }, { "x": 1.05, "y": 0.30874148065363 }, { "x": 1.1, "y": 0.31867248809764 }, { "x": 1.15, "y": 0.32860349554166 }, { "x": 1.2, "y": 0.33853450298568 }, { "x": 1.25, "y": 0.34846551042969 }, { "x": 1.3, "y": 0.35839651787371 }, { "x": 1.35, "y": 0.36832752531773 }, { "x": 1.4, "y": 0.37825853276174 }, { "x": 1.45, "y": 0.38818954020576 }, { "x": 1.5, "y": 0.39812054764978 }, { "x": 1.55, "y": 0.40221881754734 }, { "x": 1.6, "y": 0.40631708744491 }, { "x": 1.65, "y": 0.41041535734248 }, { "x": 1.7, "y": 0.41451362724005 }, { "x": 1.75, "y": 0.41861189713761 }, { "x": 1.8, "y": 0.42271016703518 }, { "x": 1.85, "y": 0.42680843693275 }, { "x": 1.9, "y": 0.43090670683032 }, { "x": 1.95, "y": 0.43500497672788 }, { "x": 2, "y": 0.43910324662545 }, { "x": 2.05, "y": 0.44650626986958 }, { "x": 2.1, "y": 0.45390929311371 }, { "x": 2.15, "y": 0.46131231635783 }, { "x": 2.2, "y": 0.46871533960196 }, { "x": 2.25, "y": 0.47611836284609 }, { "x": 2.3, "y": 0.48352138609021 }, { "x": 2.35, "y": 0.49092440933434 }, { "x": 2.4, "y": 0.49832743257847 }, { "x": 2.45, "y": 0.5057304558226 }, { "x": 2.5, "y": 0.51313347906672 }, { "x": 2.55, "y": 0.52053650231085 }, { "x": 2.6, "y": 0.52793952555498 }, { "x": 2.65, "y": 0.5353425487991 }, { "x": 2.7, "y": 0.54274557204323 }, { "x": 2.75, "y": 0.55014859528736 }, { "x": 2.8, "y": 0.55755161853148 }, { "x": 2.85, "y": 0.56495464177561 }, { "x": 2.9, "y": 0.57235766501974 }, { "x": 2.95, "y": 0.57976068826387 }, { "x": 3, "y": 0.58716371150799 }, { "x": 3.05, "y": 0.59548773661467 }, { "x": 3.1, "y": 0.60381176172134 }, { "x": 3.15, "y": 0.61213578682801 }, { "x": 3.2, "y": 0.62045981193469 }, { "x": 3.25, "y": 0.62878383704136 }, { "x": 3.3, "y": 0.63710786214803 }, { "x": 3.35, "y": 0.64543188725471 }, { "x": 3.4, "y": 0.65375591236138 }, { "x": 3.45, "y": 0.66207993746805 }, { "x": 3.5, "y": 0.67040396257473 }, { "x": 3.55, "y": 0.6787279876814 }, { "x": 3.6, "y": 0.68705201278807 }, { "x": 3.65, "y": 0.69537603789475 }, { "x": 3.7, "y": 0.70370006300142 }, { "x": 3.75, "y": 0.71202408810809 }, { "x": 3.8, "y": 0.72034811321477 }, { "x": 3.85, "y": 0.72867213832144 }, { "x": 3.9, "y": 0.73699616342811 }, { "x": 3.95, "y": 0.74532018853479 }, { "x": 4, "y": 0.75364421364146 }, { "x": 4.05, "y": 0.76127450295939 }, { "x": 4.1, "y": 0.76890479227731 }, { "x": 4.15, "y": 0.77653508159524 }, { "x": 4.2, "y": 0.78416537091317 }, { "x": 4.25, "y": 0.79179566023109 }, { "x": 4.3, "y": 0.79942594954902 }, { "x": 4.35, "y": 0.80705623886695 }, { "x": 4.4, "y": 0.81468652818487 }, { "x": 4.44999999999999, "y": 0.8223168175028 }, { "x": 4.49999999999999, "y": 0.82994710682073 }, { "x": 4.54999999999999, "y": 0.83757739613866 }, { "x": 4.59999999999999, "y": 0.84520768545658 }, { "x": 4.64999999999999, "y": 0.85283797477451 }, { "x": 4.69999999999999, "y": 0.86046826409244 }, { "x": 4.74999999999999, "y": 0.86809855341036 }, { "x": 4.79999999999999, "y": 0.87572884272829 }, { "x": 4.84999999999999, "y": 0.88335913204622 }, { "x": 4.89999999999999, "y": 0.89098942136414 }, { "x": 4.94999999999999, "y": 0.89861971068207 }, { "x": 4.99999999999999, "y": 0.90625 }, { "x": 5.04999999999999, "y": 0.9109375 }, { "x": 5.09999999999999, "y": 0.915625 }, { "x": 5.14999999999999, "y": 0.9203125 }, { "x": 5.19999999999999, "y": 0.925 }, { "x": 5.24999999999999, "y": 0.9296875 }, { "x": 5.29999999999999, "y": 0.934375 }, { "x": 5.34999999999999, "y": 0.9390625 }, { "x": 5.39999999999999, "y": 0.94375 }, { "x": 5.44999999999999, "y": 0.9484375 }, { "x": 5.49999999999999, "y": 0.953125 }, { "x": 5.54999999999999, "y": 0.9578125 }, { "x": 5.59999999999999, "y": 0.9625 }, { "x": 5.64999999999999, "y": 0.9671875 }, { "x": 5.69999999999999, "y": 0.971875 }, { "x": 5.74999999999999, "y": 0.9765625 }, { "x": 5.79999999999999, "y": 0.98125 }, { "x": 5.84999999999999, "y": 0.9859375 }, { "x": 5.89999999999999, "y": 0.990625 }, { "x": 5.94999999999999, "y": 0.9953125 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1285, "curve_id": "F7.2", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Roads", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "Huizinga et al. (2017)", "source_detail": "Huizinga, J., de Moel, H., and Szewczyk, W.: Global flood depth-damage functions: Methodology and the Database with Guidelines, Joint Research Centre (JRC), 108 pp., https://doi.org/10.2760/16510, 2017.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": -0.101034021711747, "sigma": 0.61723665087723278, "method": "Curve fitting", "mu_sigma_quality": 0.96921863233329175, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.101, σ=0.617, R²=0.969; Mu/sigma can be used for reconstruction (quality: 0.969); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "partial (no suffix)", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+O)", "geography": "Asia", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.02838477637539 }, { "x": 0.1, "y": 0.05676955275079 }, { "x": 0.15, "y": 0.08515432912618 }, { "x": 0.2, "y": 0.11353910550158 }, { "x": 0.25, "y": 0.14192388187697 }, { "x": 0.3, "y": 0.17030865825236 }, { "x": 0.35, "y": 0.19869343462776 }, { "x": 0.4, "y": 0.22707821100315 }, { "x": 0.45, "y": 0.25546298737855 }, { "x": 0.5, "y": 0.28384776375394 }, { "x": 0.55, "y": 0.30013282201145 }, { "x": 0.6, "y": 0.31641788026897 }, { "x": 0.65, "y": 0.33270293852648 }, { "x": 0.7, "y": 0.34898799678399 }, { "x": 0.75, "y": 0.3652730550415 }, { "x": 0.8, "y": 0.38155811329901 }, { "x": 0.85, "y": 0.39784317155653 }, { "x": 0.9, "y": 0.41412822981404 }, { "x": 0.95, "y": 0.43041328807155 }, { "x": 1, "y": 0.44669834632906 }, { "x": 1.05, "y": 0.48300343115099 }, { "x": 1.1, "y": 0.51930851597291 }, { "x": 1.15, "y": 0.55561360079484 }, { "x": 1.2, "y": 0.59191868561677 }, { "x": 1.25, "y": 0.62822377043869 }, { "x": 1.3, "y": 0.66452885526062 }, { "x": 1.35, "y": 0.70083394008255 }, { "x": 1.4, "y": 0.73713902490447 }, { "x": 1.45, "y": 0.7734441097264 }, { "x": 1.5, "y": 0.80974919454832 }, { "x": 1.55, "y": 0.82679576861277 }, { "x": 1.6, "y": 0.84384234267721 }, { "x": 1.65, "y": 0.86088891674165 }, { "x": 1.7, "y": 0.87793549080609 }, { "x": 1.75, "y": 0.89498206487053 }, { "x": 1.8, "y": 0.91202863893497 }, { "x": 1.85, "y": 0.92907521299941 }, { "x": 1.9, "y": 0.94612178706385 }, { "x": 1.95, "y": 0.96316836112829 }, { "x": 2, "y": 0.98021493519273 }, { "x": 2.05, "y": 0.98120418843309 }, { "x": 2.1, "y": 0.98219344167346 }, { "x": 2.15, "y": 0.98318269491382 }, { "x": 2.2, "y": 0.98417194815418 }, { "x": 2.25, "y": 0.98516120139455 }, { "x": 2.3, "y": 0.98615045463491 }, { "x": 2.35, "y": 0.98713970787527 }, { "x": 2.4, "y": 0.98812896111564 }, { "x": 2.45, "y": 0.989118214356 }, { "x": 2.5, "y": 0.99010746759637 }, { "x": 2.55, "y": 0.99109672083673 }, { "x": 2.6, "y": 0.99208597407709 }, { "x": 2.65, "y": 0.99307522731746 }, { "x": 2.7, "y": 0.99406448055782 }, { "x": 2.75, "y": 0.99505373379818 }, { "x": 2.8, "y": 0.99604298703855 }, { "x": 2.85, "y": 0.99703224027891 }, { "x": 2.9, "y": 0.99802149351927 }, { "x": 2.95, "y": 0.99901074675964 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.95, "y": 1 }, { "x": 4, "y": 1 }, { "x": 4.05, "y": 1 }, { "x": 4.1, "y": 1 }, { "x": 4.15, "y": 1 }, { "x": 4.2, "y": 1 }, { "x": 4.25, "y": 1 }, { "x": 4.3, "y": 1 }, { "x": 4.35, "y": 1 }, { "x": 4.4, "y": 1 }, { "x": 4.44999999999999, "y": 1 }, { "x": 4.49999999999999, "y": 1 }, { "x": 4.54999999999999, "y": 1 }, { "x": 4.59999999999999, "y": 1 }, { "x": 4.64999999999999, "y": 1 }, { "x": 4.69999999999999, "y": 1 }, { "x": 4.74999999999999, "y": 1 }, { "x": 4.79999999999999, "y": 1 }, { "x": 4.84999999999999, "y": 1 }, { "x": 4.89999999999999, "y": 1 }, { "x": 4.94999999999999, "y": 1 }, { "x": 4.99999999999999, "y": 1 }, { "x": 5.04999999999999, "y": 1 }, { "x": 5.09999999999999, "y": 1 }, { "x": 5.14999999999999, "y": 1 }, { "x": 5.19999999999999, "y": 1 }, { "x": 5.24999999999999, "y": 1 }, { "x": 5.29999999999999, "y": 1 }, { "x": 5.34999999999999, "y": 1 }, { "x": 5.39999999999999, "y": 1 }, { "x": 5.44999999999999, "y": 1 }, { "x": 5.49999999999999, "y": 1 }, { "x": 5.54999999999999, "y": 1 }, { "x": 5.59999999999999, "y": 1 }, { "x": 5.64999999999999, "y": 1 }, { "x": 5.69999999999999, "y": 1 }, { "x": 5.74999999999999, "y": 1 }, { "x": 5.79999999999999, "y": 1 }, { "x": 5.84999999999999, "y": 1 }, { "x": 5.89999999999999, "y": 1 }, { "x": 5.94999999999999, "y": 1 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1286, "curve_id": "F7.3", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Roads", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "Huizinga et al. (2017)", "source_detail": "Huizinga, J., de Moel, H., and Szewczyk, W.: Global flood depth-damage functions: Methodology and the Database with Guidelines, Joint Research Centre (JRC), 108 pp., https://doi.org/10.2760/16510, 2017.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.20749680104796389, "sigma": 0.95767101095671525, "method": "Curve fitting", "mu_sigma_quality": 0.9842085770118536, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.207, σ=0.958, R²=0.984; Mu/sigma can be used for reconstruction (quality: 0.984); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Global", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.02322184531886 }, { "x": 0.1, "y": 0.04644369063772 }, { "x": 0.15, "y": 0.06966553595658 }, { "x": 0.2, "y": 0.09288738127544 }, { "x": 0.25, "y": 0.1161092265943 }, { "x": 0.3, "y": 0.13933107191316 }, { "x": 0.35, "y": 0.16255291723202 }, { "x": 0.4, "y": 0.18577476255088 }, { "x": 0.45, "y": 0.20899660786974 }, { "x": 0.5, "y": 0.2322184531886 }, { "x": 0.55, "y": 0.24863432835821 }, { "x": 0.6, "y": 0.26505020352782 }, { "x": 0.65, "y": 0.28146607869742 }, { "x": 0.7, "y": 0.29788195386703 }, { "x": 0.75, "y": 0.31429782903664 }, { "x": 0.8, "y": 0.33071370420624 }, { "x": 0.85, "y": 0.34712957937585 }, { "x": 0.9, "y": 0.36354545454545 }, { "x": 0.95, "y": 0.37996132971506 }, { "x": 1, "y": 0.39637720488467 }, { "x": 1.05, "y": 0.41443622795115 }, { "x": 1.1, "y": 0.43249525101764 }, { "x": 1.15, "y": 0.45055427408412 }, { "x": 1.2, "y": 0.46861329715061 }, { "x": 1.25, "y": 0.4866723202171 }, { "x": 1.3, "y": 0.50473134328358 }, { "x": 1.35, "y": 0.52279036635007 }, { "x": 1.4, "y": 0.54084938941655 }, { "x": 1.45, "y": 0.55890841248304 }, { "x": 1.5, "y": 0.57696743554953 }, { "x": 1.55, "y": 0.58725364654003 }, { "x": 1.6, "y": 0.59753985753053 }, { "x": 1.65, "y": 0.60782606852103 }, { "x": 1.7, "y": 0.61811227951153 }, { "x": 1.75, "y": 0.62839849050204 }, { "x": 1.8, "y": 0.63868470149254 }, { "x": 1.85, "y": 0.64897091248304 }, { "x": 1.9, "y": 0.65925712347354 }, { "x": 1.95, "y": 0.66954333446404 }, { "x": 2, "y": 0.67982954545455 }, { "x": 2.05, "y": 0.68604829545455 }, { "x": 2.1, "y": 0.69226704545455 }, { "x": 2.15, "y": 0.69848579545455 }, { "x": 2.2, "y": 0.70470454545455 }, { "x": 2.25, "y": 0.71092329545455 }, { "x": 2.3, "y": 0.71714204545455 }, { "x": 2.35, "y": 0.72336079545455 }, { "x": 2.4, "y": 0.72957954545455 }, { "x": 2.45, "y": 0.73579829545455 }, { "x": 2.5, "y": 0.74201704545455 }, { "x": 2.55, "y": 0.74823579545455 }, { "x": 2.6, "y": 0.75445454545455 }, { "x": 2.65, "y": 0.76067329545455 }, { "x": 2.7, "y": 0.76689204545455 }, { "x": 2.75, "y": 0.77311079545455 }, { "x": 2.8, "y": 0.77932954545455 }, { "x": 2.85, "y": 0.78554829545455 }, { "x": 2.9, "y": 0.79176704545455 }, { "x": 2.95, "y": 0.79798579545455 }, { "x": 3, "y": 0.80420454545455 }, { "x": 3.05, "y": 0.80867329545455 }, { "x": 3.1, "y": 0.81314204545455 }, { "x": 3.15, "y": 0.81761079545455 }, { "x": 3.2, "y": 0.82207954545455 }, { "x": 3.25, "y": 0.82654829545455 }, { "x": 3.3, "y": 0.83101704545455 }, { "x": 3.35, "y": 0.83548579545455 }, { "x": 3.4, "y": 0.83995454545455 }, { "x": 3.45, "y": 0.84442329545455 }, { "x": 3.5, "y": 0.84889204545455 }, { "x": 3.55, "y": 0.85336079545455 }, { "x": 3.6, "y": 0.85782954545455 }, { "x": 3.65, "y": 0.86229829545455 }, { "x": 3.7, "y": 0.86676704545455 }, { "x": 3.75, "y": 0.87123579545455 }, { "x": 3.8, "y": 0.87570454545455 }, { "x": 3.85, "y": 0.88017329545455 }, { "x": 3.9, "y": 0.88464204545455 }, { "x": 3.95, "y": 0.88911079545455 }, { "x": 4, "y": 0.89357954545455 }, { "x": 4.05, "y": 0.89811931818182 }, { "x": 4.1, "y": 0.90265909090909 }, { "x": 4.15, "y": 0.90719886363636 }, { "x": 4.2, "y": 0.91173863636364 }, { "x": 4.25, "y": 0.91627840909091 }, { "x": 4.3, "y": 0.92081818181818 }, { "x": 4.35, "y": 0.92535795454545 }, { "x": 4.4, "y": 0.92989772727273 }, { "x": 4.44999999999999, "y": 0.9344375 }, { "x": 4.49999999999999, "y": 0.93897727272727 }, { "x": 4.54999999999999, "y": 0.94351704545454 }, { "x": 4.59999999999999, "y": 0.94805681818182 }, { "x": 4.64999999999999, "y": 0.95259659090909 }, { "x": 4.69999999999999, "y": 0.95713636363636 }, { "x": 4.74999999999999, "y": 0.96167613636364 }, { "x": 4.79999999999999, "y": 0.96621590909091 }, { "x": 4.84999999999999, "y": 0.97075568181818 }, { "x": 4.89999999999999, "y": 0.97529545454545 }, { "x": 4.94999999999999, "y": 0.97983522727273 }, { "x": 4.99999999999999, "y": 0.984375 }, { "x": 5.04999999999999, "y": 0.98515625 }, { "x": 5.09999999999999, "y": 0.9859375 }, { "x": 5.14999999999999, "y": 0.98671875 }, { "x": 5.19999999999999, "y": 0.9875 }, { "x": 5.24999999999999, "y": 0.98828125 }, { "x": 5.29999999999999, "y": 0.9890625 }, { "x": 5.34999999999999, "y": 0.98984375 }, { "x": 5.39999999999999, "y": 0.990625 }, { "x": 5.44999999999999, "y": 0.99140625 }, { "x": 5.49999999999999, "y": 0.9921875 }, { "x": 5.54999999999999, "y": 0.99296875 }, { "x": 5.59999999999999, "y": 0.99375 }, { "x": 5.64999999999999, "y": 0.99453125 }, { "x": 5.69999999999999, "y": 0.9953125 }, { "x": 5.74999999999999, "y": 0.99609375 }, { "x": 5.79999999999999, "y": 0.996875 }, { "x": 5.84999999999999, "y": 0.99765625 }, { "x": 5.89999999999999, "y": 0.9984375 }, { "x": 5.94999999999999, "y": 0.99921875 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1287, "curve_id": "F7.4", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Motorways and trunk roads (with 1m embankment)", "ci_detail": "Sophisticated accessories (low flow)", "source_type": "Peer-reviewed", "source_abbrev": "van Ginkel et al. (2021)", "source_detail": "Van Ginkel, K. C. H., Dottori, F., Alfieri, L., Feyen, L., and Koks, E. E.: Flood risk assessment of the European road network, Natural Hazards and Earth System Sciences, 21, 1011–1027, https://doi.org/10.5194/nhess-21-1011-2021, 2021.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 3.5751921616386069, "sigma": 2.1263610963155966, "method": "Curve fitting", "mu_sigma_quality": 0.98676709021465481, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.575, σ=2.126, R²=0.987; Mu/sigma can be used for reconstruction (quality: 0.987); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Europe", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.001 }, { "x": 0.1, "y": 0.002 }, { "x": 0.15, "y": 0.003 }, { "x": 0.2, "y": 0.004 }, { "x": 0.25, "y": 0.005 }, { "x": 0.3, "y": 0.006 }, { "x": 0.35, "y": 0.007 }, { "x": 0.4, "y": 0.008 }, { "x": 0.45, "y": 0.009 }, { "x": 0.5, "y": 0.01 }, { "x": 0.55, "y": 0.012 }, { "x": 0.6, "y": 0.014 }, { "x": 0.65, "y": 0.016 }, { "x": 0.7, "y": 0.018 }, { "x": 0.75, "y": 0.02 }, { "x": 0.8, "y": 0.022 }, { "x": 0.85, "y": 0.024 }, { "x": 0.9, "y": 0.026 }, { "x": 0.95, "y": 0.028 }, { "x": 1, "y": 0.03 }, { "x": 1.05, "y": 0.0345 }, { "x": 1.1, "y": 0.039 }, { "x": 1.15, "y": 0.0435 }, { "x": 1.2, "y": 0.048 }, { "x": 1.25, "y": 0.0525 }, { "x": 1.3, "y": 0.057 }, { "x": 1.35, "y": 0.0615 }, { "x": 1.4, "y": 0.066 }, { "x": 1.45, "y": 0.0705 }, { "x": 1.5, "y": 0.075 }, { "x": 1.55, "y": 0.0775 }, { "x": 1.6, "y": 0.08 }, { "x": 1.65, "y": 0.0825 }, { "x": 1.7, "y": 0.085 }, { "x": 1.75, "y": 0.0875 }, { "x": 1.8, "y": 0.09 }, { "x": 1.85, "y": 0.0925 }, { "x": 1.9, "y": 0.095 }, { "x": 1.95, "y": 0.0975 }, { "x": 2, "y": 0.1 }, { "x": 2.05, "y": 0.10125 }, { "x": 2.1, "y": 0.1025 }, { "x": 2.15, "y": 0.10375 }, { "x": 2.2, "y": 0.105 }, { "x": 2.25, "y": 0.10625 }, { "x": 2.3, "y": 0.1075 }, { "x": 2.35, "y": 0.10875 }, { "x": 2.4, "y": 0.11 }, { "x": 2.45, "y": 0.11125 }, { "x": 2.5, "y": 0.1125 }, { "x": 2.55, "y": 0.11375 }, { "x": 2.6, "y": 0.115 }, { "x": 2.65, "y": 0.11625 }, { "x": 2.7, "y": 0.1175 }, { "x": 2.75, "y": 0.11875 }, { "x": 2.8, "y": 0.12 }, { "x": 2.85, "y": 0.12125 }, { "x": 2.9, "y": 0.1225 }, { "x": 2.95, "y": 0.12375 }, { "x": 3, "y": 0.125 }, { "x": 3.05, "y": 0.12625 }, { "x": 3.1, "y": 0.1275 }, { "x": 3.15, "y": 0.12875 }, { "x": 3.2, "y": 0.13 }, { "x": 3.25, "y": 0.13125 }, { "x": 3.3, "y": 0.1325 }, { "x": 3.35, "y": 0.13375 }, { "x": 3.4, "y": 0.135 }, { "x": 3.45, "y": 0.13625 }, { "x": 3.5, "y": 0.1375 }, { "x": 3.55, "y": 0.13875 }, { "x": 3.6, "y": 0.14 }, { "x": 3.65, "y": 0.14125 }, { "x": 3.7, "y": 0.1425 }, { "x": 3.75, "y": 0.14375 }, { "x": 3.8, "y": 0.145 }, { "x": 3.85, "y": 0.14625 }, { "x": 3.9, "y": 0.1475 }, { "x": 3.95, "y": 0.14875 }, { "x": 4, "y": 0.15 }, { "x": 4.05, "y": 0.15125 }, { "x": 4.1, "y": 0.1525 }, { "x": 4.15, "y": 0.15375 }, { "x": 4.2, "y": 0.155 }, { "x": 4.25, "y": 0.15625 }, { "x": 4.3, "y": 0.1575 }, { "x": 4.35, "y": 0.15875 }, { "x": 4.4, "y": 0.16 }, { "x": 4.44999999999999, "y": 0.16125 }, { "x": 4.49999999999999, "y": 0.1625 }, { "x": 4.54999999999999, "y": 0.16375 }, { "x": 4.59999999999999, "y": 0.165 }, { "x": 4.64999999999999, "y": 0.16625 }, { "x": 4.69999999999999, "y": 0.1675 }, { "x": 4.74999999999999, "y": 0.16875 }, { "x": 4.79999999999999, "y": 0.17 }, { "x": 4.84999999999999, "y": 0.17125 }, { "x": 4.89999999999999, "y": 0.1725 }, { "x": 4.94999999999999, "y": 0.17375 }, { "x": 4.99999999999999, "y": 0.175 }, { "x": 5.04999999999999, "y": 0.17625 }, { "x": 5.09999999999999, "y": 0.1775 }, { "x": 5.14999999999999, "y": 0.17875 }, { "x": 5.19999999999999, "y": 0.18 }, { "x": 5.24999999999999, "y": 0.18125 }, { "x": 5.29999999999999, "y": 0.1825 }, { "x": 5.34999999999999, "y": 0.18375 }, { "x": 5.39999999999999, "y": 0.185 }, { "x": 5.44999999999999, "y": 0.18625 }, { "x": 5.49999999999999, "y": 0.1875 }, { "x": 5.54999999999999, "y": 0.18875 }, { "x": 5.59999999999999, "y": 0.19 }, { "x": 5.64999999999999, "y": 0.19125 }, { "x": 5.69999999999999, "y": 0.1925 }, { "x": 5.74999999999999, "y": 0.19375 }, { "x": 5.79999999999999, "y": 0.195 }, { "x": 5.84999999999999, "y": 0.19625 }, { "x": 5.89999999999999, "y": 0.1975 }, { "x": 5.94999999999999, "y": 0.19875 }, { "x": 5.99999999999999, "y": 0.2 } ] }, { "id": 1288, "curve_id": "F7.5", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Motorways and trunk roads (with 1m embankment)", "ci_detail": "Sophisticated accessories (high flow)", "source_type": "Peer-reviewed", "source_abbrev": "van Ginkel et al. (2021)", "source_detail": "Van Ginkel, K. C. H., Dottori, F., Alfieri, L., Feyen, L., and Koks, E. E.: Flood risk assessment of the European road network, Natural Hazards and Earth System Sciences, 21, 1011–1027, https://doi.org/10.5194/nhess-21-1011-2021, 2021.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 3.6842703966478108, "sigma": 2.436407962006323, "method": "Curve fitting", "mu_sigma_quality": 0.98984372054471326, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.684, σ=2.436, R²=0.990; Mu/sigma can be used for reconstruction (quality: 0.990); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Europe", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.002 }, { "x": 0.1, "y": 0.004 }, { "x": 0.15, "y": 0.006 }, { "x": 0.2, "y": 0.008 }, { "x": 0.25, "y": 0.01 }, { "x": 0.3, "y": 0.012 }, { "x": 0.35, "y": 0.014 }, { "x": 0.4, "y": 0.016 }, { "x": 0.45, "y": 0.018 }, { "x": 0.5, "y": 0.02 }, { "x": 0.55, "y": 0.024 }, { "x": 0.6, "y": 0.028 }, { "x": 0.65, "y": 0.032 }, { "x": 0.7, "y": 0.036 }, { "x": 0.75, "y": 0.04 }, { "x": 0.8, "y": 0.044 }, { "x": 0.85, "y": 0.048 }, { "x": 0.9, "y": 0.052 }, { "x": 0.95, "y": 0.056 }, { "x": 1, "y": 0.06 }, { "x": 1.05, "y": 0.064 }, { "x": 1.1, "y": 0.068 }, { "x": 1.15, "y": 0.072 }, { "x": 1.2, "y": 0.076 }, { "x": 1.25, "y": 0.08 }, { "x": 1.3, "y": 0.084 }, { "x": 1.35, "y": 0.088 }, { "x": 1.4, "y": 0.092 }, { "x": 1.45, "y": 0.096 }, { "x": 1.5, "y": 0.1 }, { "x": 1.55, "y": 0.102 }, { "x": 1.6, "y": 0.104 }, { "x": 1.65, "y": 0.106 }, { "x": 1.7, "y": 0.108 }, { "x": 1.75, "y": 0.11 }, { "x": 1.8, "y": 0.112 }, { "x": 1.85, "y": 0.114 }, { "x": 1.9, "y": 0.116 }, { "x": 1.95, "y": 0.118 }, { "x": 2, "y": 0.12 }, { "x": 2.05, "y": 0.12125 }, { "x": 2.1, "y": 0.1225 }, { "x": 2.15, "y": 0.12375 }, { "x": 2.2, "y": 0.125 }, { "x": 2.25, "y": 0.12625 }, { "x": 2.3, "y": 0.1275 }, { "x": 2.35, "y": 0.12875 }, { "x": 2.4, "y": 0.13 }, { "x": 2.45, "y": 0.13125 }, { "x": 2.5, "y": 0.1325 }, { "x": 2.55, "y": 0.13375 }, { "x": 2.6, "y": 0.135 }, { "x": 2.65, "y": 0.13625 }, { "x": 2.7, "y": 0.1375 }, { "x": 2.75, "y": 0.13875 }, { "x": 2.8, "y": 0.14 }, { "x": 2.85, "y": 0.14125 }, { "x": 2.9, "y": 0.1425 }, { "x": 2.95, "y": 0.14375 }, { "x": 3, "y": 0.145 }, { "x": 3.05, "y": 0.14625 }, { "x": 3.1, "y": 0.1475 }, { "x": 3.15, "y": 0.14875 }, { "x": 3.2, "y": 0.15 }, { "x": 3.25, "y": 0.15125 }, { "x": 3.3, "y": 0.1525 }, { "x": 3.35, "y": 0.15375 }, { "x": 3.4, "y": 0.155 }, { "x": 3.45, "y": 0.15625 }, { "x": 3.5, "y": 0.1575 }, { "x": 3.55, "y": 0.15875 }, { "x": 3.6, "y": 0.16 }, { "x": 3.65, "y": 0.16125 }, { "x": 3.7, "y": 0.1625 }, { "x": 3.75, "y": 0.16375 }, { "x": 3.8, "y": 0.165 }, { "x": 3.85, "y": 0.16625 }, { "x": 3.9, "y": 0.1675 }, { "x": 3.95, "y": 0.16875 }, { "x": 4, "y": 0.17 }, { "x": 4.05, "y": 0.17125 }, { "x": 4.1, "y": 0.1725 }, { "x": 4.15, "y": 0.17375 }, { "x": 4.2, "y": 0.175 }, { "x": 4.25, "y": 0.17625 }, { "x": 4.3, "y": 0.1775 }, { "x": 4.35, "y": 0.17875 }, { "x": 4.4, "y": 0.18 }, { "x": 4.44999999999999, "y": 0.18125 }, { "x": 4.49999999999999, "y": 0.1825 }, { "x": 4.54999999999999, "y": 0.18375 }, { "x": 4.59999999999999, "y": 0.185 }, { "x": 4.64999999999999, "y": 0.18625 }, { "x": 4.69999999999999, "y": 0.1875 }, { "x": 4.74999999999999, "y": 0.18875 }, { "x": 4.79999999999999, "y": 0.19 }, { "x": 4.84999999999999, "y": 0.19125 }, { "x": 4.89999999999999, "y": 0.1925 }, { "x": 4.94999999999999, "y": 0.19375 }, { "x": 4.99999999999999, "y": 0.195 }, { "x": 5.04999999999999, "y": 0.19625 }, { "x": 5.09999999999999, "y": 0.1975 }, { "x": 5.14999999999999, "y": 0.19875 }, { "x": 5.19999999999999, "y": 0.2 }, { "x": 5.24999999999999, "y": 0.20125 }, { "x": 5.29999999999999, "y": 0.2025 }, { "x": 5.34999999999999, "y": 0.20375 }, { "x": 5.39999999999999, "y": 0.205 }, { "x": 5.44999999999999, "y": 0.20625 }, { "x": 5.49999999999999, "y": 0.2075 }, { "x": 5.54999999999999, "y": 0.20875 }, { "x": 5.59999999999999, "y": 0.21 }, { "x": 5.64999999999999, "y": 0.21125 }, { "x": 5.69999999999999, "y": 0.2125 }, { "x": 5.74999999999999, "y": 0.21375 }, { "x": 5.79999999999999, "y": 0.215 }, { "x": 5.84999999999999, "y": 0.21625 }, { "x": 5.89999999999999, "y": 0.2175 }, { "x": 5.94999999999999, "y": 0.21875 }, { "x": 5.99999999999999, "y": 0.22 } ] }, { "id": 1289, "curve_id": "F7.6", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Motorways and trunk roads (with 1m embankment)", "ci_detail": "Without sophisticated accessories - simple roads (low flow)", "source_type": "Peer-reviewed", "source_abbrev": "van Ginkel et al. (2021)", "source_detail": "Van Ginkel, K. C. H., Dottori, F., Alfieri, L., Feyen, L., and Koks, E. E.: Flood risk assessment of the European road network, Natural Hazards and Earth System Sciences, 21, 1011–1027, https://doi.org/10.5194/nhess-21-1011-2021, 2021.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 8.3398283409908771, "sigma": 3.8313612949216433, "method": "Curve fitting", "mu_sigma_quality": 0.87206590403047446, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=8.340, σ=3.831, R²=0.872; Mu/sigma can be used for reconstruction (quality: 0.872); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Europe", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0002 }, { "x": 0.1, "y": 0.0004 }, { "x": 0.15, "y": 0.0006 }, { "x": 0.2, "y": 0.0008 }, { "x": 0.25, "y": 0.001 }, { "x": 0.3, "y": 0.0012 }, { "x": 0.35, "y": 0.0014 }, { "x": 0.4, "y": 0.0016 }, { "x": 0.45, "y": 0.0018 }, { "x": 0.5, "y": 0.002 }, { "x": 0.55, "y": 0.0022 }, { "x": 0.6, "y": 0.0024 }, { "x": 0.65, "y": 0.0026 }, { "x": 0.7, "y": 0.0028 }, { "x": 0.75, "y": 0.003 }, { "x": 0.8, "y": 0.0032 }, { "x": 0.85, "y": 0.0034 }, { "x": 0.9, "y": 0.0036 }, { "x": 0.95, "y": 0.0038 }, { "x": 1, "y": 0.004 }, { "x": 1.05, "y": 0.0061 }, { "x": 1.1, "y": 0.0082 }, { "x": 1.15, "y": 0.0103 }, { "x": 1.2, "y": 0.0124 }, { "x": 1.25, "y": 0.0145 }, { "x": 1.3, "y": 0.0166 }, { "x": 1.35, "y": 0.0187 }, { "x": 1.4, "y": 0.0208 }, { "x": 1.45, "y": 0.0229 }, { "x": 1.5, "y": 0.025 }, { "x": 1.55, "y": 0.0255 }, { "x": 1.6, "y": 0.026 }, { "x": 1.65, "y": 0.0265 }, { "x": 1.7, "y": 0.027 }, { "x": 1.75, "y": 0.0275 }, { "x": 1.8, "y": 0.028 }, { "x": 1.85, "y": 0.0285 }, { "x": 1.9, "y": 0.029 }, { "x": 1.95, "y": 0.0295 }, { "x": 2, "y": 0.03 }, { "x": 2.05, "y": 0.030125 }, { "x": 2.1, "y": 0.03025 }, { "x": 2.15, "y": 0.030375 }, { "x": 2.2, "y": 0.0305 }, { "x": 2.25, "y": 0.030625 }, { "x": 2.3, "y": 0.03075 }, { "x": 2.35, "y": 0.030875 }, { "x": 2.4, "y": 0.031 }, { "x": 2.45, "y": 0.031125 }, { "x": 2.5, "y": 0.03125 }, { "x": 2.55, "y": 0.031375 }, { "x": 2.6, "y": 0.0315 }, { "x": 2.65, "y": 0.031625 }, { "x": 2.7, "y": 0.03175 }, { "x": 2.75, "y": 0.031875 }, { "x": 2.8, "y": 0.032 }, { "x": 2.85, "y": 0.032125 }, { "x": 2.9, "y": 0.03225 }, { "x": 2.95, "y": 0.032375 }, { "x": 3, "y": 0.0325 }, { "x": 3.05, "y": 0.032625 }, { "x": 3.1, "y": 0.03275 }, { "x": 3.15, "y": 0.032875 }, { "x": 3.2, "y": 0.033 }, { "x": 3.25, "y": 0.033125 }, { "x": 3.3, "y": 0.03325 }, { "x": 3.35, "y": 0.033375 }, { "x": 3.4, "y": 0.0335 }, { "x": 3.45, "y": 0.033625 }, { "x": 3.5, "y": 0.03375 }, { "x": 3.55, "y": 0.033875 }, { "x": 3.6, "y": 0.034 }, { "x": 3.65, "y": 0.034125 }, { "x": 3.7, "y": 0.03425 }, { "x": 3.75, "y": 0.034375 }, { "x": 3.8, "y": 0.0345 }, { "x": 3.85, "y": 0.034625 }, { "x": 3.9, "y": 0.03475 }, { "x": 3.95, "y": 0.034875 }, { "x": 4, "y": 0.035 }, { "x": 4.05, "y": 0.035125 }, { "x": 4.1, "y": 0.03525 }, { "x": 4.15, "y": 0.035375 }, { "x": 4.2, "y": 0.0355 }, { "x": 4.25, "y": 0.035625 }, { "x": 4.3, "y": 0.03575 }, { "x": 4.35, "y": 0.035875 }, { "x": 4.4, "y": 0.036 }, { "x": 4.44999999999999, "y": 0.036125 }, { "x": 4.49999999999999, "y": 0.03625 }, { "x": 4.54999999999999, "y": 0.036375 }, { "x": 4.59999999999999, "y": 0.0365 }, { "x": 4.64999999999999, "y": 0.036625 }, { "x": 4.69999999999999, "y": 0.03675 }, { "x": 4.74999999999999, "y": 0.036875 }, { "x": 4.79999999999999, "y": 0.037 }, { "x": 4.84999999999999, "y": 0.037125 }, { "x": 4.89999999999999, "y": 0.03725 }, { "x": 4.94999999999999, "y": 0.037375 }, { "x": 4.99999999999999, "y": 0.0375 }, { "x": 5.04999999999999, "y": 0.037625 }, { "x": 5.09999999999999, "y": 0.03775 }, { "x": 5.14999999999999, "y": 0.037875 }, { "x": 5.19999999999999, "y": 0.038 }, { "x": 5.24999999999999, "y": 0.038125 }, { "x": 5.29999999999999, "y": 0.03825 }, { "x": 5.34999999999999, "y": 0.038375 }, { "x": 5.39999999999999, "y": 0.0385 }, { "x": 5.44999999999999, "y": 0.038625 }, { "x": 5.49999999999999, "y": 0.03875 }, { "x": 5.54999999999999, "y": 0.038875 }, { "x": 5.59999999999999, "y": 0.039 }, { "x": 5.64999999999999, "y": 0.039125 }, { "x": 5.69999999999999, "y": 0.03925 }, { "x": 5.74999999999999, "y": 0.039375 }, { "x": 5.79999999999999, "y": 0.0395 }, { "x": 5.84999999999999, "y": 0.039625 }, { "x": 5.89999999999999, "y": 0.03975 }, { "x": 5.94999999999999, "y": 0.039875 }, { "x": 5.99999999999999, "y": 0.04 } ] }, { "id": 1290, "curve_id": "F7.7", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Motorways and trunk roads (with 1m embankment)", "ci_detail": "Without sophisticated accessories - simple roads (high flow)", "source_type": "Peer-reviewed", "source_abbrev": "van Ginkel et al. (2021)", "source_detail": "Van Ginkel, K. C. H., Dottori, F., Alfieri, L., Feyen, L., and Koks, E. E.: Flood risk assessment of the European road network, Natural Hazards and Earth System Sciences, 21, 1011–1027, https://doi.org/10.5194/nhess-21-1011-2021, 2021.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 2.153764821525046, "sigma": 1.5279322343880493, "method": "Probit regression", "mu_sigma_quality": 0.92083383491343607, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Vulnerability curve - already in 0-1 range; Probit: Successful - R²=0.921; Mu/sigma can be used for reconstruction (quality: 0.921); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Europe", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0015 }, { "x": 0.1, "y": 0.003 }, { "x": 0.15, "y": 0.0045 }, { "x": 0.2, "y": 0.006 }, { "x": 0.25, "y": 0.0075 }, { "x": 0.3, "y": 0.009 }, { "x": 0.35, "y": 0.0105 }, { "x": 0.4, "y": 0.012 }, { "x": 0.45, "y": 0.0135 }, { "x": 0.5, "y": 0.015 }, { "x": 0.55, "y": 0.0175 }, { "x": 0.6, "y": 0.02 }, { "x": 0.65, "y": 0.0225 }, { "x": 0.7, "y": 0.025 }, { "x": 0.75, "y": 0.0275 }, { "x": 0.8, "y": 0.03 }, { "x": 0.85, "y": 0.0325 }, { "x": 0.9, "y": 0.035 }, { "x": 0.95, "y": 0.0375 }, { "x": 1, "y": 0.04 }, { "x": 1.05, "y": 0.056 }, { "x": 1.1, "y": 0.072 }, { "x": 1.15, "y": 0.088 }, { "x": 1.2, "y": 0.104 }, { "x": 1.25, "y": 0.12 }, { "x": 1.3, "y": 0.136 }, { "x": 1.35, "y": 0.152 }, { "x": 1.4, "y": 0.168 }, { "x": 1.45, "y": 0.184 }, { "x": 1.5, "y": 0.2 }, { "x": 1.55, "y": 0.205 }, { "x": 1.6, "y": 0.21 }, { "x": 1.65, "y": 0.215 }, { "x": 1.7, "y": 0.22 }, { "x": 1.75, "y": 0.225 }, { "x": 1.8, "y": 0.23 }, { "x": 1.85, "y": 0.235 }, { "x": 1.9, "y": 0.24 }, { "x": 1.95, "y": 0.245 }, { "x": 2, "y": 0.25 }, { "x": 2.05, "y": 0.25125 }, { "x": 2.1, "y": 0.2525 }, { "x": 2.15, "y": 0.25375 }, { "x": 2.2, "y": 0.255 }, { "x": 2.25, "y": 0.25625 }, { "x": 2.3, "y": 0.2575 }, { "x": 2.35, "y": 0.25875 }, { "x": 2.4, "y": 0.26 }, { "x": 2.45, "y": 0.26125 }, { "x": 2.5, "y": 0.2625 }, { "x": 2.55, "y": 0.26375 }, { "x": 2.6, "y": 0.265 }, { "x": 2.65, "y": 0.26625 }, { "x": 2.7, "y": 0.2675 }, { "x": 2.75, "y": 0.26875 }, { "x": 2.8, "y": 0.27 }, { "x": 2.85, "y": 0.27125 }, { "x": 2.9, "y": 0.2725 }, { "x": 2.95, "y": 0.27375 }, { "x": 3, "y": 0.275 }, { "x": 3.05, "y": 0.27625 }, { "x": 3.1, "y": 0.2775 }, { "x": 3.15, "y": 0.27875 }, { "x": 3.2, "y": 0.28 }, { "x": 3.25, "y": 0.28125 }, { "x": 3.3, "y": 0.2825 }, { "x": 3.35, "y": 0.28375 }, { "x": 3.4, "y": 0.285 }, { "x": 3.45, "y": 0.28625 }, { "x": 3.5, "y": 0.2875 }, { "x": 3.55, "y": 0.28875 }, { "x": 3.6, "y": 0.29 }, { "x": 3.65, "y": 0.29125 }, { "x": 3.7, "y": 0.2925 }, { "x": 3.75, "y": 0.29375 }, { "x": 3.8, "y": 0.295 }, { "x": 3.85, "y": 0.29625 }, { "x": 3.9, "y": 0.2975 }, { "x": 3.95, "y": 0.29875 }, { "x": 4, "y": 0.3 }, { "x": 4.05, "y": 0.30125 }, { "x": 4.1, "y": 0.3025 }, { "x": 4.15, "y": 0.30375 }, { "x": 4.2, "y": 0.305 }, { "x": 4.25, "y": 0.30625 }, { "x": 4.3, "y": 0.3075 }, { "x": 4.35, "y": 0.30875 }, { "x": 4.4, "y": 0.31 }, { "x": 4.44999999999999, "y": 0.31125 }, { "x": 4.49999999999999, "y": 0.3125 }, { "x": 4.54999999999999, "y": 0.31375 }, { "x": 4.59999999999999, "y": 0.315 }, { "x": 4.64999999999999, "y": 0.31625 }, { "x": 4.69999999999999, "y": 0.3175 }, { "x": 4.74999999999999, "y": 0.31875 }, { "x": 4.79999999999999, "y": 0.32 }, { "x": 4.84999999999999, "y": 0.32125 }, { "x": 4.89999999999999, "y": 0.3225 }, { "x": 4.94999999999999, "y": 0.32375 }, { "x": 4.99999999999999, "y": 0.325 }, { "x": 5.04999999999999, "y": 0.32625 }, { "x": 5.09999999999999, "y": 0.3275 }, { "x": 5.14999999999999, "y": 0.32875 }, { "x": 5.19999999999999, "y": 0.33 }, { "x": 5.24999999999999, "y": 0.33125 }, { "x": 5.29999999999999, "y": 0.3325 }, { "x": 5.34999999999999, "y": 0.33375 }, { "x": 5.39999999999999, "y": 0.335 }, { "x": 5.44999999999999, "y": 0.33625 }, { "x": 5.49999999999999, "y": 0.3375 }, { "x": 5.54999999999999, "y": 0.33875 }, { "x": 5.59999999999999, "y": 0.34 }, { "x": 5.64999999999999, "y": 0.34125 }, { "x": 5.69999999999999, "y": 0.3425 }, { "x": 5.74999999999999, "y": 0.34375 }, { "x": 5.79999999999999, "y": 0.345 }, { "x": 5.84999999999999, "y": 0.34625 }, { "x": 5.89999999999999, "y": 0.3475 }, { "x": 5.94999999999999, "y": 0.34875 }, { "x": 5.99999999999999, "y": 0.35 } ] }, { "id": 1291, "curve_id": "F7.8", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Other roads (no embankent)", "ci_detail": "low flow", "source_type": "Peer-reviewed", "source_abbrev": "van Ginkel et al. (2021)", "source_detail": "Van Ginkel, K. C. H., Dottori, F., Alfieri, L., Feyen, L., and Koks, E. E.: Flood risk assessment of the European road network, Natural Hazards and Earth System Sciences, 21, 1011–1027, https://doi.org/10.5194/nhess-21-1011-2021, 2021.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 9.96199781840525, "sigma": 4.99999999527116, "method": "Curve fitting", "mu_sigma_quality": 0.97842289695383244, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=9.962, σ=5.000, R²=0.978; Mu/sigma can be used for reconstruction (quality: 0.978); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Europe", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.0015 }, { "x": 0.1, "y": 0.003 }, { "x": 0.15, "y": 0.0045 }, { "x": 0.2, "y": 0.006 }, { "x": 0.25, "y": 0.0075 }, { "x": 0.3, "y": 0.009 }, { "x": 0.35, "y": 0.0105 }, { "x": 0.4, "y": 0.012 }, { "x": 0.45, "y": 0.0135 }, { "x": 0.5, "y": 0.015 }, { "x": 0.55, "y": 0.016 }, { "x": 0.6, "y": 0.017 }, { "x": 0.65, "y": 0.018 }, { "x": 0.7, "y": 0.019 }, { "x": 0.75, "y": 0.02 }, { "x": 0.8, "y": 0.021 }, { "x": 0.85, "y": 0.022 }, { "x": 0.9, "y": 0.023 }, { "x": 0.95, "y": 0.024 }, { "x": 1, "y": 0.025 }, { "x": 1.05, "y": 0.0255 }, { "x": 1.1, "y": 0.026 }, { "x": 1.15, "y": 0.0265 }, { "x": 1.2, "y": 0.027 }, { "x": 1.25, "y": 0.0275 }, { "x": 1.3, "y": 0.028 }, { "x": 1.35, "y": 0.0285 }, { "x": 1.4, "y": 0.029 }, { "x": 1.45, "y": 0.0295 }, { "x": 1.5, "y": 0.03 }, { "x": 1.55, "y": 0.0305 }, { "x": 1.6, "y": 0.031 }, { "x": 1.65, "y": 0.0315 }, { "x": 1.7, "y": 0.032 }, { "x": 1.75, "y": 0.0325 }, { "x": 1.8, "y": 0.033 }, { "x": 1.85, "y": 0.0335 }, { "x": 1.9, "y": 0.034 }, { "x": 1.95, "y": 0.0345 }, { "x": 2, "y": 0.035 }, { "x": 2.05, "y": 0.0351875 }, { "x": 2.1, "y": 0.035375 }, { "x": 2.15, "y": 0.0355625 }, { "x": 2.2, "y": 0.03575 }, { "x": 2.25, "y": 0.0359375 }, { "x": 2.3, "y": 0.036125 }, { "x": 2.35, "y": 0.0363125 }, { "x": 2.4, "y": 0.0365 }, { "x": 2.45, "y": 0.0366875 }, { "x": 2.5, "y": 0.036875 }, { "x": 2.55, "y": 0.0370625 }, { "x": 2.6, "y": 0.03725 }, { "x": 2.65, "y": 0.0374375 }, { "x": 2.7, "y": 0.037625 }, { "x": 2.75, "y": 0.0378125 }, { "x": 2.8, "y": 0.038 }, { "x": 2.85, "y": 0.0381875 }, { "x": 2.9, "y": 0.038375 }, { "x": 2.95, "y": 0.0385625 }, { "x": 3, "y": 0.03875 }, { "x": 3.05, "y": 0.0389375 }, { "x": 3.1, "y": 0.039125 }, { "x": 3.15, "y": 0.0393125 }, { "x": 3.2, "y": 0.0395 }, { "x": 3.25, "y": 0.0396875 }, { "x": 3.3, "y": 0.039875 }, { "x": 3.35, "y": 0.0400625 }, { "x": 3.4, "y": 0.04025 }, { "x": 3.45, "y": 0.0404375 }, { "x": 3.5, "y": 0.040625 }, { "x": 3.55, "y": 0.0408125 }, { "x": 3.6, "y": 0.041 }, { "x": 3.65, "y": 0.0411875 }, { "x": 3.7, "y": 0.041375 }, { "x": 3.75, "y": 0.0415625 }, { "x": 3.8, "y": 0.04175 }, { "x": 3.85, "y": 0.0419375 }, { "x": 3.9, "y": 0.042125 }, { "x": 3.95, "y": 0.0423125 }, { "x": 4, "y": 0.0425 }, { "x": 4.05, "y": 0.0426875 }, { "x": 4.1, "y": 0.042875 }, { "x": 4.15, "y": 0.0430625 }, { "x": 4.2, "y": 0.04325 }, { "x": 4.25, "y": 0.0434375 }, { "x": 4.3, "y": 0.043625 }, { "x": 4.35, "y": 0.0438125 }, { "x": 4.4, "y": 0.044 }, { "x": 4.44999999999999, "y": 0.0441875 }, { "x": 4.49999999999999, "y": 0.044375 }, { "x": 4.54999999999999, "y": 0.0445625 }, { "x": 4.59999999999999, "y": 0.04475 }, { "x": 4.64999999999999, "y": 0.0449375 }, { "x": 4.69999999999999, "y": 0.045125 }, { "x": 4.74999999999999, "y": 0.0453125 }, { "x": 4.79999999999999, "y": 0.0455 }, { "x": 4.84999999999999, "y": 0.0456875 }, { "x": 4.89999999999999, "y": 0.045875 }, { "x": 4.94999999999999, "y": 0.0460625 }, { "x": 4.99999999999999, "y": 0.04625 }, { "x": 5.04999999999999, "y": 0.0464375 }, { "x": 5.09999999999999, "y": 0.046625 }, { "x": 5.14999999999999, "y": 0.0468125 }, { "x": 5.19999999999999, "y": 0.047 }, { "x": 5.24999999999999, "y": 0.0471875 }, { "x": 5.29999999999999, "y": 0.047375 }, { "x": 5.34999999999999, "y": 0.0475625 }, { "x": 5.39999999999999, "y": 0.04775 }, { "x": 5.44999999999999, "y": 0.0479375 }, { "x": 5.49999999999999, "y": 0.048125 }, { "x": 5.54999999999999, "y": 0.0483125 }, { "x": 5.59999999999999, "y": 0.0485 }, { "x": 5.64999999999999, "y": 0.0486875 }, { "x": 5.69999999999999, "y": 0.048875 }, { "x": 5.74999999999999, "y": 0.0490625 }, { "x": 5.79999999999999, "y": 0.04925 }, { "x": 5.84999999999999, "y": 0.0494375 }, { "x": 5.89999999999999, "y": 0.049625 }, { "x": 5.94999999999999, "y": 0.0498125 }, { "x": 5.99999999999999, "y": 0.05 } ] }, { "id": 1292, "curve_id": "F7.9", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Other roads (no embankent)", "ci_detail": "high flow", "source_type": "Peer-reviewed", "source_abbrev": "van Ginkel et al. (2021)", "source_detail": "Van Ginkel, K. C. H., Dottori, F., Alfieri, L., Feyen, L., and Koks, E. E.: Flood risk assessment of the European road network, Natural Hazards and Earth System Sciences, 21, 1011–1027, https://doi.org/10.5194/nhess-21-1011-2021, 2021.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 2.995990485894386, "sigma": 3.4274049662743673, "method": "Curve fitting", "mu_sigma_quality": 0.9604551161435908, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.996, σ=3.427, R²=0.960; Mu/sigma can be used for reconstruction (quality: 0.960); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Europe", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.012 }, { "x": 0.1, "y": 0.024 }, { "x": 0.15, "y": 0.036 }, { "x": 0.2, "y": 0.048 }, { "x": 0.25, "y": 0.06 }, { "x": 0.3, "y": 0.072 }, { "x": 0.35, "y": 0.084 }, { "x": 0.4, "y": 0.096 }, { "x": 0.45, "y": 0.108 }, { "x": 0.5, "y": 0.12 }, { "x": 0.55, "y": 0.128 }, { "x": 0.6, "y": 0.136 }, { "x": 0.65, "y": 0.144 }, { "x": 0.7, "y": 0.152 }, { "x": 0.75, "y": 0.16 }, { "x": 0.8, "y": 0.168 }, { "x": 0.85, "y": 0.176 }, { "x": 0.9, "y": 0.184 }, { "x": 0.95, "y": 0.192 }, { "x": 1, "y": 0.2 }, { "x": 1.05, "y": 0.204 }, { "x": 1.1, "y": 0.208 }, { "x": 1.15, "y": 0.212 }, { "x": 1.2, "y": 0.216 }, { "x": 1.25, "y": 0.22 }, { "x": 1.3, "y": 0.224 }, { "x": 1.35, "y": 0.228 }, { "x": 1.4, "y": 0.232 }, { "x": 1.45, "y": 0.236 }, { "x": 1.5, "y": 0.24 }, { "x": 1.55, "y": 0.244 }, { "x": 1.6, "y": 0.248 }, { "x": 1.65, "y": 0.252 }, { "x": 1.7, "y": 0.256 }, { "x": 1.75, "y": 0.26 }, { "x": 1.8, "y": 0.264 }, { "x": 1.85, "y": 0.268 }, { "x": 1.9, "y": 0.272 }, { "x": 1.95, "y": 0.276 }, { "x": 2, "y": 0.28 }, { "x": 2.05, "y": 0.280875 }, { "x": 2.1, "y": 0.28175 }, { "x": 2.15, "y": 0.282625 }, { "x": 2.2, "y": 0.2835 }, { "x": 2.25, "y": 0.284375 }, { "x": 2.3, "y": 0.28525 }, { "x": 2.35, "y": 0.286125 }, { "x": 2.4, "y": 0.287 }, { "x": 2.45, "y": 0.287875 }, { "x": 2.5, "y": 0.28875 }, { "x": 2.55, "y": 0.289625 }, { "x": 2.6, "y": 0.2905 }, { "x": 2.65, "y": 0.291375 }, { "x": 2.7, "y": 0.29225 }, { "x": 2.75, "y": 0.293125 }, { "x": 2.8, "y": 0.294 }, { "x": 2.85, "y": 0.294875 }, { "x": 2.9, "y": 0.29575 }, { "x": 2.95, "y": 0.296625 }, { "x": 3, "y": 0.2975 }, { "x": 3.05, "y": 0.298375 }, { "x": 3.1, "y": 0.29925 }, { "x": 3.15, "y": 0.300125 }, { "x": 3.2, "y": 0.301 }, { "x": 3.25, "y": 0.301875 }, { "x": 3.3, "y": 0.30275 }, { "x": 3.35, "y": 0.303625 }, { "x": 3.4, "y": 0.3045 }, { "x": 3.45, "y": 0.305375 }, { "x": 3.5, "y": 0.30625 }, { "x": 3.55, "y": 0.307125 }, { "x": 3.6, "y": 0.308 }, { "x": 3.65, "y": 0.308875 }, { "x": 3.7, "y": 0.30975 }, { "x": 3.75, "y": 0.310625 }, { "x": 3.8, "y": 0.3115 }, { "x": 3.85, "y": 0.312375 }, { "x": 3.9, "y": 0.31325 }, { "x": 3.95, "y": 0.314125 }, { "x": 4, "y": 0.315 }, { "x": 4.05, "y": 0.315875 }, { "x": 4.1, "y": 0.31675 }, { "x": 4.15, "y": 0.317625 }, { "x": 4.2, "y": 0.3185 }, { "x": 4.25, "y": 0.319375 }, { "x": 4.3, "y": 0.32025 }, { "x": 4.35, "y": 0.321125 }, { "x": 4.4, "y": 0.322 }, { "x": 4.44999999999999, "y": 0.322875 }, { "x": 4.49999999999999, "y": 0.32375 }, { "x": 4.54999999999999, "y": 0.324625 }, { "x": 4.59999999999999, "y": 0.3255 }, { "x": 4.64999999999999, "y": 0.326375 }, { "x": 4.69999999999999, "y": 0.32725 }, { "x": 4.74999999999999, "y": 0.328125 }, { "x": 4.79999999999999, "y": 0.329 }, { "x": 4.84999999999999, "y": 0.329875 }, { "x": 4.89999999999999, "y": 0.33075 }, { "x": 4.94999999999999, "y": 0.331625 }, { "x": 4.99999999999999, "y": 0.3325 }, { "x": 5.04999999999999, "y": 0.333375 }, { "x": 5.09999999999999, "y": 0.33425 }, { "x": 5.14999999999999, "y": 0.335125 }, { "x": 5.19999999999999, "y": 0.336 }, { "x": 5.24999999999999, "y": 0.336875 }, { "x": 5.29999999999999, "y": 0.33775 }, { "x": 5.34999999999999, "y": 0.338625 }, { "x": 5.39999999999999, "y": 0.3395 }, { "x": 5.44999999999999, "y": 0.340375 }, { "x": 5.49999999999999, "y": 0.34125 }, { "x": 5.54999999999999, "y": 0.342125 }, { "x": 5.59999999999999, "y": 0.343 }, { "x": 5.64999999999999, "y": 0.343875 }, { "x": 5.69999999999999, "y": 0.34475 }, { "x": 5.74999999999999, "y": 0.345625 }, { "x": 5.79999999999999, "y": 0.3465 }, { "x": 5.84999999999999, "y": 0.347375 }, { "x": 5.89999999999999, "y": 0.34825 }, { "x": 5.94999999999999, "y": 0.349125 }, { "x": 5.99999999999999, "y": 0.35 } ] }, { "id": 1293, "curve_id": "F8.1", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Double-tracked railway with a subtructure, superstructure, catenary and signals", "source_type": "Peer-reviewed", "source_abbrev": "Kellerman et al. (2015)", "source_detail": "Kellermann, P., Schöbel, A., Kundela, G., and Thieken, A. H.: Estimating flood damage to railway infrastructure - The case study of the March River flood in 2006 at the Austrian Northern Railway, Natural Hazards and Earth System Sciences, 15, 2485–2496, https://doi.org/10.5194/nhess-15-2485-2015, 2015.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.30876879961150672, "sigma": 0.010000000010370312, "method": "Curve fitting", "mu_sigma_quality": 0.940337455767808, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.309, σ=0.010, R²=0.940; Mu/sigma can be used for reconstruction (quality: 0.940); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Absolute Discontinuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "Austria", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.016662 }, { "x": 0.1, "y": 0.016662 }, { "x": 0.15, "y": 0.016662 }, { "x": 0.2, "y": 0.193036 }, { "x": 0.25, "y": 0.193036 }, { "x": 0.3, "y": 0.193036 }, { "x": 0.35, "y": 0.193036 }, { "x": 0.4, "y": 0.193036 }, { "x": 0.45, "y": 0.193036 }, { "x": 0.5, "y": 0.193036 }, { "x": 0.55, "y": 0.193036 }, { "x": 0.6, "y": 0.193036 }, { "x": 0.65, "y": 0.193036 }, { "x": 0.7, "y": 0.193036 }, { "x": 0.75, "y": 0.193036 }, { "x": 0.8, "y": 0.193036 }, { "x": 0.85, "y": 0.193036 }, { "x": 0.9, "y": 0.193036 }, { "x": 0.95, "y": 0.193036 }, { "x": 1, "y": 0.193036 }, { "x": 1.05, "y": 0.193036 }, { "x": 1.1, "y": 0.193036 }, { "x": 1.15, "y": 0.193036 }, { "x": 1.2, "y": 0.193036 }, { "x": 1.25, "y": 0.193036 }, { "x": 1.3, "y": 0.193036 }, { "x": 1.35, "y": 0.193036 }, { "x": 1.4, "y": 1 }, { "x": 1.45, "y": 1 }, { "x": 1.5, "y": 1 }, { "x": 1.55, "y": 1 }, { "x": 1.6, "y": 1 }, { "x": 1.65, "y": 1 }, { "x": 1.7, "y": 1 }, { "x": 1.75, "y": 1 }, { "x": 1.8, "y": 1 }, { "x": 1.85, "y": 1 }, { "x": 1.9, "y": 1 }, { "x": 1.95, "y": 1 }, { "x": 2, "y": 1 }, { "x": 2.05, "y": 1 }, { "x": 2.1, "y": 1 }, { "x": 2.15, "y": 1 }, { "x": 2.2, "y": 1 }, { "x": 2.25, "y": 1 }, { "x": 2.3, "y": 1 }, { "x": 2.35, "y": 1 }, { "x": 2.4, "y": 1 }, { "x": 2.45, "y": 1 }, { "x": 2.5, "y": 1 }, { "x": 2.55, "y": 1 }, { "x": 2.6, "y": 1 }, { "x": 2.65, "y": 1 }, { "x": 2.7, "y": 1 }, { "x": 2.75, "y": 1 }, { "x": 2.8, "y": 1 }, { "x": 2.85, "y": 1 }, { "x": 2.9, "y": 1 }, { "x": 2.95, "y": 1 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.95, "y": 1 }, { "x": 4, "y": 1 }, { "x": 4.05, "y": 1 }, { "x": 4.1, "y": 1 }, { "x": 4.15, "y": 1 }, { "x": 4.2, "y": 1 }, { "x": 4.25, "y": 1 }, { "x": 4.3, "y": 1 }, { "x": 4.35, "y": 1 }, { "x": 4.4, "y": 1 }, { "x": 4.44999999999999, "y": 1 }, { "x": 4.49999999999999, "y": 1 }, { "x": 4.54999999999999, "y": 1 }, { "x": 4.59999999999999, "y": 1 }, { "x": 4.64999999999999, "y": 1 }, { "x": 4.69999999999999, "y": 1 }, { "x": 4.74999999999999, "y": 1 }, { "x": 4.79999999999999, "y": 1 }, { "x": 4.84999999999999, "y": 1 }, { "x": 4.89999999999999, "y": 1 }, { "x": 4.94999999999999, "y": 1 }, { "x": 4.99999999999999, "y": 1 }, { "x": 5.04999999999999, "y": 1 }, { "x": 5.09999999999999, "y": 1 }, { "x": 5.14999999999999, "y": 1 }, { "x": 5.19999999999999, "y": 1 }, { "x": 5.24999999999999, "y": 1 }, { "x": 5.29999999999999, "y": 1 }, { "x": 5.34999999999999, "y": 1 }, { "x": 5.39999999999999, "y": 1 }, { "x": 5.44999999999999, "y": 1 }, { "x": 5.49999999999999, "y": 1 }, { "x": 5.54999999999999, "y": 1 }, { "x": 5.59999999999999, "y": 1 }, { "x": 5.64999999999999, "y": 1 }, { "x": 5.69999999999999, "y": 1 }, { "x": 5.74999999999999, "y": 1 }, { "x": 5.79999999999999, "y": 1 }, { "x": 5.84999999999999, "y": 1 }, { "x": 5.89999999999999, "y": 1 }, { "x": 5.94999999999999, "y": 1 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1294, "curve_id": "F8.2", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Double-tracked railway in diked areas", "source_type": "Project Report", "source_abbrev": "Kok et al. (2005)", "source_detail": "Kok, M., Huizinga, H. J., and Barendregt, A.: Standard Method 2004: Damage and Casualties Caused by Flooding, 56 pp., 2005.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": 0.67026195087663387, "sigma": 0.77875907449985338, "method": "Curve fitting", "mu_sigma_quality": 0.9481196846308495, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.670, σ=0.779, R²=0.948; Mu/sigma can be used for reconstruction (quality: 0.948); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Netherlands", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.014 }, { "x": 0.1, "y": 0.028 }, { "x": 0.15, "y": 0.042 }, { "x": 0.2, "y": 0.056 }, { "x": 0.25, "y": 0.07 }, { "x": 0.3, "y": 0.084 }, { "x": 0.35, "y": 0.098 }, { "x": 0.4, "y": 0.112 }, { "x": 0.45, "y": 0.126 }, { "x": 0.5, "y": 0.14 }, { "x": 0.55, "y": 0.154 }, { "x": 0.6, "y": 0.168 }, { "x": 0.65, "y": 0.182 }, { "x": 0.7, "y": 0.196 }, { "x": 0.75, "y": 0.21 }, { "x": 0.8, "y": 0.224 }, { "x": 0.85, "y": 0.238 }, { "x": 0.9, "y": 0.252 }, { "x": 0.95, "y": 0.266 }, { "x": 1, "y": 0.28 }, { "x": 1.05, "y": 0.289 }, { "x": 1.1, "y": 0.298 }, { "x": 1.15, "y": 0.307 }, { "x": 1.2, "y": 0.316 }, { "x": 1.25, "y": 0.325 }, { "x": 1.3, "y": 0.334 }, { "x": 1.35, "y": 0.343 }, { "x": 1.4, "y": 0.352 }, { "x": 1.45, "y": 0.361 }, { "x": 1.5, "y": 0.37 }, { "x": 1.55, "y": 0.379 }, { "x": 1.6, "y": 0.388 }, { "x": 1.65, "y": 0.397 }, { "x": 1.7, "y": 0.406 }, { "x": 1.75, "y": 0.415 }, { "x": 1.8, "y": 0.424 }, { "x": 1.85, "y": 0.433 }, { "x": 1.9, "y": 0.442 }, { "x": 1.95, "y": 0.451 }, { "x": 2, "y": 0.46 }, { "x": 2.05, "y": 0.469 }, { "x": 2.1, "y": 0.478 }, { "x": 2.15, "y": 0.487 }, { "x": 2.2, "y": 0.496 }, { "x": 2.25, "y": 0.505 }, { "x": 2.3, "y": 0.514 }, { "x": 2.35, "y": 0.523 }, { "x": 2.4, "y": 0.532 }, { "x": 2.45, "y": 0.541 }, { "x": 2.5, "y": 0.55 }, { "x": 2.55, "y": 0.559 }, { "x": 2.6, "y": 0.568 }, { "x": 2.65, "y": 0.577 }, { "x": 2.7, "y": 0.586 }, { "x": 2.75, "y": 0.595 }, { "x": 2.8, "y": 0.604 }, { "x": 2.85, "y": 0.613 }, { "x": 2.9, "y": 0.622 }, { "x": 2.95, "y": 0.631 }, { "x": 3, "y": 0.64 }, { "x": 3.05, "y": 0.649 }, { "x": 3.1, "y": 0.658 }, { "x": 3.15, "y": 0.667 }, { "x": 3.2, "y": 0.676 }, { "x": 3.25, "y": 0.685 }, { "x": 3.3, "y": 0.694 }, { "x": 3.35, "y": 0.703 }, { "x": 3.4, "y": 0.712 }, { "x": 3.45, "y": 0.721 }, { "x": 3.5, "y": 0.73 }, { "x": 3.55, "y": 0.739 }, { "x": 3.6, "y": 0.748 }, { "x": 3.65, "y": 0.757 }, { "x": 3.7, "y": 0.766 }, { "x": 3.75, "y": 0.775 }, { "x": 3.8, "y": 0.784 }, { "x": 3.85, "y": 0.793 }, { "x": 3.9, "y": 0.802 }, { "x": 3.95, "y": 0.811 }, { "x": 4, "y": 0.82 }, { "x": 4.05, "y": 0.829 }, { "x": 4.1, "y": 0.838 }, { "x": 4.15, "y": 0.847 }, { "x": 4.2, "y": 0.856 }, { "x": 4.25, "y": 0.865 }, { "x": 4.3, "y": 0.874 }, { "x": 4.35, "y": 0.883 }, { "x": 4.4, "y": 0.892 }, { "x": 4.44999999999999, "y": 0.901 }, { "x": 4.49999999999999, "y": 0.91 }, { "x": 4.54999999999999, "y": 0.919 }, { "x": 4.59999999999999, "y": 0.928 }, { "x": 4.64999999999999, "y": 0.937 }, { "x": 4.69999999999999, "y": 0.946 }, { "x": 4.74999999999999, "y": 0.955 }, { "x": 4.79999999999999, "y": 0.964 }, { "x": 4.84999999999999, "y": 0.973 }, { "x": 4.89999999999999, "y": 0.982 }, { "x": 4.94999999999999, "y": 0.991 }, { "x": 4.99999999999999, "y": 1 }, { "x": 5.04999999999999, "y": 1 }, { "x": 5.09999999999999, "y": 1 }, { "x": 5.14999999999999, "y": 1 }, { "x": 5.19999999999999, "y": 1 }, { "x": 5.24999999999999, "y": 1 }, { "x": 5.29999999999999, "y": 1 }, { "x": 5.34999999999999, "y": 1 }, { "x": 5.39999999999999, "y": 1 }, { "x": 5.44999999999999, "y": 1 }, { "x": 5.49999999999999, "y": 1 }, { "x": 5.54999999999999, "y": 1 }, { "x": 5.59999999999999, "y": 1 }, { "x": 5.64999999999999, "y": 1 }, { "x": 5.69999999999999, "y": 1 }, { "x": 5.74999999999999, "y": 1 }, { "x": 5.79999999999999, "y": 1 }, { "x": 5.84999999999999, "y": 1 }, { "x": 5.89999999999999, "y": 1 }, { "x": 5.94999999999999, "y": 1 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1295, "curve_id": "F8.3", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "", "source_type": "Project Report", "source_abbrev": "Vanneuville et al. (2006)", "source_detail": "Vanneuville, W., Maddens, R., Collard, C., Bogaert, P., De Maeyer, Ph., and Antrop, M.: Impact op mens en economie t.g.v. overstromingen bekeken in het licht van wijzigende hydraulische condities, omgevingsfactoren en klimatologische omstandigheden, België; Vlaanderen, 120 pp., 2006.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": 0.67026195087663387, "sigma": 0.77875907449985338, "method": "Curve fitting", "mu_sigma_quality": 0.9481196846308495, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.670, σ=0.779, R²=0.948; Mu/sigma can be used for reconstruction (quality: 0.948); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Belgium", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.014 }, { "x": 0.1, "y": 0.028 }, { "x": 0.15, "y": 0.042 }, { "x": 0.2, "y": 0.056 }, { "x": 0.25, "y": 0.07 }, { "x": 0.3, "y": 0.084 }, { "x": 0.35, "y": 0.098 }, { "x": 0.4, "y": 0.112 }, { "x": 0.45, "y": 0.126 }, { "x": 0.5, "y": 0.14 }, { "x": 0.55, "y": 0.154 }, { "x": 0.6, "y": 0.168 }, { "x": 0.65, "y": 0.182 }, { "x": 0.7, "y": 0.196 }, { "x": 0.75, "y": 0.21 }, { "x": 0.8, "y": 0.224 }, { "x": 0.85, "y": 0.238 }, { "x": 0.9, "y": 0.252 }, { "x": 0.95, "y": 0.266 }, { "x": 1, "y": 0.28 }, { "x": 1.05, "y": 0.289 }, { "x": 1.1, "y": 0.298 }, { "x": 1.15, "y": 0.307 }, { "x": 1.2, "y": 0.316 }, { "x": 1.25, "y": 0.325 }, { "x": 1.3, "y": 0.334 }, { "x": 1.35, "y": 0.343 }, { "x": 1.4, "y": 0.352 }, { "x": 1.45, "y": 0.361 }, { "x": 1.5, "y": 0.37 }, { "x": 1.55, "y": 0.379 }, { "x": 1.6, "y": 0.388 }, { "x": 1.65, "y": 0.397 }, { "x": 1.7, "y": 0.406 }, { "x": 1.75, "y": 0.415 }, { "x": 1.8, "y": 0.424 }, { "x": 1.85, "y": 0.433 }, { "x": 1.9, "y": 0.442 }, { "x": 1.95, "y": 0.451 }, { "x": 2, "y": 0.46 }, { "x": 2.05, "y": 0.469 }, { "x": 2.1, "y": 0.478 }, { "x": 2.15, "y": 0.487 }, { "x": 2.2, "y": 0.496 }, { "x": 2.25, "y": 0.505 }, { "x": 2.3, "y": 0.514 }, { "x": 2.35, "y": 0.523 }, { "x": 2.4, "y": 0.532 }, { "x": 2.45, "y": 0.541 }, { "x": 2.5, "y": 0.55 }, { "x": 2.55, "y": 0.559 }, { "x": 2.6, "y": 0.568 }, { "x": 2.65, "y": 0.577 }, { "x": 2.7, "y": 0.586 }, { "x": 2.75, "y": 0.595 }, { "x": 2.8, "y": 0.604 }, { "x": 2.85, "y": 0.613 }, { "x": 2.9, "y": 0.622 }, { "x": 2.95, "y": 0.631 }, { "x": 3, "y": 0.64 }, { "x": 3.05, "y": 0.649 }, { "x": 3.1, "y": 0.658 }, { "x": 3.15, "y": 0.667 }, { "x": 3.2, "y": 0.676 }, { "x": 3.25, "y": 0.685 }, { "x": 3.3, "y": 0.694 }, { "x": 3.35, "y": 0.703 }, { "x": 3.4, "y": 0.712 }, { "x": 3.45, "y": 0.721 }, { "x": 3.5, "y": 0.73 }, { "x": 3.55, "y": 0.739 }, { "x": 3.6, "y": 0.748 }, { "x": 3.65, "y": 0.757 }, { "x": 3.7, "y": 0.766 }, { "x": 3.75, "y": 0.775 }, { "x": 3.8, "y": 0.784 }, { "x": 3.85, "y": 0.793 }, { "x": 3.9, "y": 0.802 }, { "x": 3.95, "y": 0.811 }, { "x": 4, "y": 0.82 }, { "x": 4.05, "y": 0.829 }, { "x": 4.1, "y": 0.838 }, { "x": 4.15, "y": 0.847 }, { "x": 4.2, "y": 0.856 }, { "x": 4.25, "y": 0.865 }, { "x": 4.3, "y": 0.874 }, { "x": 4.35, "y": 0.883 }, { "x": 4.4, "y": 0.892 }, { "x": 4.44999999999999, "y": 0.901 }, { "x": 4.49999999999999, "y": 0.91 }, { "x": 4.54999999999999, "y": 0.919 }, { "x": 4.59999999999999, "y": 0.928 }, { "x": 4.64999999999999, "y": 0.937 }, { "x": 4.69999999999999, "y": 0.946 }, { "x": 4.74999999999999, "y": 0.955 }, { "x": 4.79999999999999, "y": 0.964 }, { "x": 4.84999999999999, "y": 0.973 }, { "x": 4.89999999999999, "y": 0.982 }, { "x": 4.94999999999999, "y": 0.991 }, { "x": 4.99999999999999, "y": 1 }, { "x": 5.04999999999999, "y": 1 }, { "x": 5.09999999999999, "y": 1 }, { "x": 5.14999999999999, "y": 1 }, { "x": 5.19999999999999, "y": 1 }, { "x": 5.24999999999999, "y": 1 }, { "x": 5.29999999999999, "y": 1 }, { "x": 5.34999999999999, "y": 1 }, { "x": 5.39999999999999, "y": 1 }, { "x": 5.44999999999999, "y": 1 }, { "x": 5.49999999999999, "y": 1 }, { "x": 5.54999999999999, "y": 1 }, { "x": 5.59999999999999, "y": 1 }, { "x": 5.64999999999999, "y": 1 }, { "x": 5.69999999999999, "y": 1 }, { "x": 5.74999999999999, "y": 1 }, { "x": 5.79999999999999, "y": 1 }, { "x": 5.84999999999999, "y": 1 }, { "x": 5.89999999999999, "y": 1 }, { "x": 5.94999999999999, "y": 1 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1296, "curve_id": "F8.4", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "", "source_type": "Project Report", "source_abbrev": "de Bruijn et al. (2015)", "source_detail": "de Bruijn, K., Wagenaar, D., Slager, K., de Bel, M., and Burzel, A.: Updated and improved method for flood damage assessment: SSM2015 (version 2), Deltares, 125 pp., 2015.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": -0.080828141849384, "sigma": 0.93860910041911694, "method": "Curve fitting", "mu_sigma_quality": 0.99507093907393074, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.081, σ=0.939, R²=0.995; Mu/sigma can be used for reconstruction (quality: 0.995); D1 category: figure_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Netherlands", "hazard_type": "Flooding", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.014 }, { "x": 0.1, "y": 0.02 }, { "x": 0.15, "y": 0.03 }, { "x": 0.2, "y": 0.04 }, { "x": 0.25, "y": 0.07375 }, { "x": 0.3, "y": 0.1075 }, { "x": 0.35, "y": 0.14125 }, { "x": 0.4, "y": 0.175 }, { "x": 0.45, "y": 0.20875 }, { "x": 0.5, "y": 0.2425 }, { "x": 0.55, "y": 0.27625 }, { "x": 0.6, "y": 0.31 }, { "x": 0.65, "y": 0.34375 }, { "x": 0.7, "y": 0.3775 }, { "x": 0.75, "y": 0.41125 }, { "x": 0.8, "y": 0.445 }, { "x": 0.85, "y": 0.47875 }, { "x": 0.9, "y": 0.5125 }, { "x": 0.95, "y": 0.54625 }, { "x": 1, "y": 0.58 }, { "x": 1.05, "y": 0.592 }, { "x": 1.1, "y": 0.604 }, { "x": 1.15, "y": 0.616 }, { "x": 1.2, "y": 0.628 }, { "x": 1.25, "y": 0.64 }, { "x": 1.3, "y": 0.652 }, { "x": 1.35, "y": 0.664 }, { "x": 1.4, "y": 0.676 }, { "x": 1.45, "y": 0.688 }, { "x": 1.5, "y": 0.7 }, { "x": 1.55, "y": 0.709 }, { "x": 1.6, "y": 0.718 }, { "x": 1.65, "y": 0.727 }, { "x": 1.7, "y": 0.736 }, { "x": 1.75, "y": 0.745 }, { "x": 1.8, "y": 0.754 }, { "x": 1.85, "y": 0.763 }, { "x": 1.9, "y": 0.772 }, { "x": 1.95, "y": 0.781 }, { "x": 2, "y": 0.79 }, { "x": 2.05, "y": 0.79425 }, { "x": 2.1, "y": 0.7985 }, { "x": 2.15, "y": 0.80275 }, { "x": 2.2, "y": 0.807 }, { "x": 2.25, "y": 0.81125 }, { "x": 2.3, "y": 0.8155 }, { "x": 2.35, "y": 0.81975 }, { "x": 2.4, "y": 0.824 }, { "x": 2.45, "y": 0.82825 }, { "x": 2.5, "y": 0.8325 }, { "x": 2.55, "y": 0.83675 }, { "x": 2.6, "y": 0.841 }, { "x": 2.65, "y": 0.84525 }, { "x": 2.7, "y": 0.8495 }, { "x": 2.75, "y": 0.85375 }, { "x": 2.8, "y": 0.858 }, { "x": 2.85, "y": 0.86225 }, { "x": 2.9, "y": 0.8665 }, { "x": 2.95, "y": 0.87075 }, { "x": 3, "y": 0.875 }, { "x": 3.05, "y": 0.87925 }, { "x": 3.1, "y": 0.8835 }, { "x": 3.15, "y": 0.88775 }, { "x": 3.2, "y": 0.892 }, { "x": 3.25, "y": 0.89625 }, { "x": 3.3, "y": 0.9005 }, { "x": 3.35, "y": 0.90475 }, { "x": 3.4, "y": 0.909 }, { "x": 3.45, "y": 0.91325 }, { "x": 3.5, "y": 0.9175 }, { "x": 3.55, "y": 0.92175 }, { "x": 3.6, "y": 0.926 }, { "x": 3.65, "y": 0.93025 }, { "x": 3.7, "y": 0.9345 }, { "x": 3.75, "y": 0.93875 }, { "x": 3.8, "y": 0.943 }, { "x": 3.85, "y": 0.94725 }, { "x": 3.9, "y": 0.9515 }, { "x": 3.95, "y": 0.95575 }, { "x": 4, "y": 0.96 }, { "x": 4.05, "y": 0.962 }, { "x": 4.1, "y": 0.964 }, { "x": 4.15, "y": 0.966 }, { "x": 4.2, "y": 0.968 }, { "x": 4.25, "y": 0.97 }, { "x": 4.3, "y": 0.972 }, { "x": 4.35, "y": 0.974 }, { "x": 4.4, "y": 0.976 }, { "x": 4.44999999999999, "y": 0.978 }, { "x": 4.49999999999999, "y": 0.98 }, { "x": 4.54999999999999, "y": 0.982 }, { "x": 4.59999999999999, "y": 0.984 }, { "x": 4.64999999999999, "y": 0.986 }, { "x": 4.69999999999999, "y": 0.988 }, { "x": 4.74999999999999, "y": 0.99 }, { "x": 4.79999999999999, "y": 0.992 }, { "x": 4.84999999999999, "y": 0.994 }, { "x": 4.89999999999999, "y": 0.996 }, { "x": 4.94999999999999, "y": 0.998 }, { "x": 4.99999999999999, "y": 1 } ] }, { "id": 1297, "curve_id": "F8.5", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "including roads and railways", "source_type": "Technical Manual", "source_abbrev": "Huizinga et al. (2017)", "source_detail": "Huizinga, J., de Moel, H., and Szewczyk, W.: Global flood depth-damage functions: Methodology and the Database with Guidelines, Joint Research Centre (JRC), 108 pp., https://doi.org/10.2760/16510, 2017.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.20941482149195192, "sigma": 0.97292474649788052, "method": "Curve fitting", "mu_sigma_quality": 0.97309416049922182, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.209, σ=0.973, R²=0.973; Mu/sigma can be used for reconstruction (quality: 0.973); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Discontinuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Europe", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.025 }, { "x": 0.1, "y": 0.05 }, { "x": 0.15, "y": 0.075 }, { "x": 0.2, "y": 0.1 }, { "x": 0.25, "y": 0.125 }, { "x": 0.3, "y": 0.15 }, { "x": 0.35, "y": 0.175 }, { "x": 0.4, "y": 0.2 }, { "x": 0.45, "y": 0.225 }, { "x": 0.5, "y": 0.25 }, { "x": 0.55, "y": 0.267 }, { "x": 0.6, "y": 0.284 }, { "x": 0.65, "y": 0.301 }, { "x": 0.7, "y": 0.318 }, { "x": 0.75, "y": 0.335 }, { "x": 0.8, "y": 0.352 }, { "x": 0.85, "y": 0.369 }, { "x": 0.9, "y": 0.386 }, { "x": 0.95, "y": 0.403 }, { "x": 1, "y": 0.42 }, { "x": 1.05, "y": 0.433 }, { "x": 1.1, "y": 0.446 }, { "x": 1.15, "y": 0.459 }, { "x": 1.2, "y": 0.472 }, { "x": 1.25, "y": 0.485 }, { "x": 1.3, "y": 0.498 }, { "x": 1.35, "y": 0.511 }, { "x": 1.4, "y": 0.524 }, { "x": 1.45, "y": 0.537 }, { "x": 1.5, "y": 0.55 }, { "x": 1.55, "y": 0.56 }, { "x": 1.6, "y": 0.57 }, { "x": 1.65, "y": 0.58 }, { "x": 1.7, "y": 0.59 }, { "x": 1.75, "y": 0.6 }, { "x": 1.8, "y": 0.61 }, { "x": 1.85, "y": 0.62 }, { "x": 1.9, "y": 0.63 }, { "x": 1.95, "y": 0.64 }, { "x": 2, "y": 0.65 }, { "x": 2.05, "y": 0.6575 }, { "x": 2.1, "y": 0.665 }, { "x": 2.15, "y": 0.6725 }, { "x": 2.2, "y": 0.68 }, { "x": 2.25, "y": 0.6875 }, { "x": 2.3, "y": 0.695 }, { "x": 2.35, "y": 0.7025 }, { "x": 2.4, "y": 0.71 }, { "x": 2.45, "y": 0.7175 }, { "x": 2.5, "y": 0.725 }, { "x": 2.55, "y": 0.7325 }, { "x": 2.6, "y": 0.74 }, { "x": 2.65, "y": 0.7475 }, { "x": 2.7, "y": 0.755 }, { "x": 2.75, "y": 0.7625 }, { "x": 2.8, "y": 0.77 }, { "x": 2.85, "y": 0.7775 }, { "x": 2.9, "y": 0.785 }, { "x": 2.95, "y": 0.7925 }, { "x": 3, "y": 0.8 }, { "x": 3.05, "y": 0.805 }, { "x": 3.1, "y": 0.81 }, { "x": 3.15, "y": 0.815 }, { "x": 3.2, "y": 0.82 }, { "x": 3.25, "y": 0.825 }, { "x": 3.3, "y": 0.83 }, { "x": 3.35, "y": 0.835 }, { "x": 3.4, "y": 0.84 }, { "x": 3.45, "y": 0.845 }, { "x": 3.5, "y": 0.85 }, { "x": 3.55, "y": 0.855 }, { "x": 3.6, "y": 0.86 }, { "x": 3.65, "y": 0.865 }, { "x": 3.7, "y": 0.87 }, { "x": 3.75, "y": 0.875 }, { "x": 3.8, "y": 0.88 }, { "x": 3.85, "y": 0.885 }, { "x": 3.9, "y": 0.89 }, { "x": 3.95, "y": 0.895 }, { "x": 4, "y": 0.9 }, { "x": 4.05, "y": 0.905 }, { "x": 4.1, "y": 0.91 }, { "x": 4.15, "y": 0.915 }, { "x": 4.2, "y": 0.92 }, { "x": 4.25, "y": 0.925 }, { "x": 4.3, "y": 0.93 }, { "x": 4.35, "y": 0.935 }, { "x": 4.4, "y": 0.94 }, { "x": 4.44999999999999, "y": 0.945 }, { "x": 4.49999999999999, "y": 0.95 }, { "x": 4.54999999999999, "y": 0.955 }, { "x": 4.59999999999999, "y": 0.96 }, { "x": 4.64999999999999, "y": 0.965 }, { "x": 4.69999999999999, "y": 0.97 }, { "x": 4.74999999999999, "y": 0.975 }, { "x": 4.79999999999999, "y": 0.98 }, { "x": 4.84999999999999, "y": 0.985 }, { "x": 4.89999999999999, "y": 0.99 }, { "x": 4.94999999999999, "y": 0.995 }, { "x": 4.99999999999999, "y": 1 }, { "x": 5.04999999999999, "y": 1 }, { "x": 5.09999999999999, "y": 1 }, { "x": 5.14999999999999, "y": 1 }, { "x": 5.19999999999999, "y": 1 }, { "x": 5.24999999999999, "y": 1 }, { "x": 5.29999999999999, "y": 1 }, { "x": 5.34999999999999, "y": 1 }, { "x": 5.39999999999999, "y": 1 }, { "x": 5.44999999999999, "y": 1 }, { "x": 5.49999999999999, "y": 1 }, { "x": 5.54999999999999, "y": 1 }, { "x": 5.59999999999999, "y": 1 }, { "x": 5.64999999999999, "y": 1 }, { "x": 5.69999999999999, "y": 1 }, { "x": 5.74999999999999, "y": 1 }, { "x": 5.79999999999999, "y": 1 }, { "x": 5.84999999999999, "y": 1 }, { "x": 5.89999999999999, "y": 1 }, { "x": 5.94999999999999, "y": 1 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1298, "curve_id": "F8.6", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "including roads and railways", "source_type": "Technical Manual", "source_abbrev": "Huizinga et al. (2017)", "source_detail": "Huizinga, J., de Moel, H., and Szewczyk, W.: Global flood depth-damage functions: Methodology and the Database with Guidelines, Joint Research Centre (JRC), 108 pp., https://doi.org/10.2760/16510, 2017.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.20558690730910725, "sigma": 0.94123071770055033, "method": "Curve fitting", "mu_sigma_quality": 0.98951020473138884, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.206, σ=0.941, R²=0.990; Mu/sigma can be used for reconstruction (quality: 0.990); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Discontinuous", "uncertainty": "Yes", "derivation": "Hybrid (E+O)", "geography": "Asia", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.02144369063772 }, { "x": 0.1, "y": 0.04288738127544 }, { "x": 0.15, "y": 0.06433107191316 }, { "x": 0.2, "y": 0.08577476255088 }, { "x": 0.25, "y": 0.1072184531886 }, { "x": 0.3, "y": 0.12866214382632 }, { "x": 0.35, "y": 0.15010583446404 }, { "x": 0.4, "y": 0.17154952510176 }, { "x": 0.45, "y": 0.19299321573948 }, { "x": 0.5, "y": 0.2144369063772 }, { "x": 0.55, "y": 0.23026865671642 }, { "x": 0.6, "y": 0.24610040705563 }, { "x": 0.65, "y": 0.26193215739484 }, { "x": 0.7, "y": 0.27776390773406 }, { "x": 0.75, "y": 0.29359565807327 }, { "x": 0.8, "y": 0.30942740841248 }, { "x": 0.85, "y": 0.3252591587517 }, { "x": 0.9, "y": 0.34109090909091 }, { "x": 0.95, "y": 0.35692265943012 }, { "x": 1, "y": 0.37275440976934 }, { "x": 1.05, "y": 0.39587245590231 }, { "x": 1.1, "y": 0.41899050203528 }, { "x": 1.15, "y": 0.44210854816825 }, { "x": 1.2, "y": 0.46522659430122 }, { "x": 1.25, "y": 0.48834464043419 }, { "x": 1.3, "y": 0.51146268656716 }, { "x": 1.35, "y": 0.53458073270014 }, { "x": 1.4, "y": 0.55769877883311 }, { "x": 1.45, "y": 0.58081682496608 }, { "x": 1.5, "y": 0.60393487109905 }, { "x": 1.55, "y": 0.61450729308005 }, { "x": 1.6, "y": 0.62507971506106 }, { "x": 1.65, "y": 0.63565213704206 }, { "x": 1.7, "y": 0.64622455902307 }, { "x": 1.75, "y": 0.65679698100407 }, { "x": 1.8, "y": 0.66736940298507 }, { "x": 1.85, "y": 0.67794182496608 }, { "x": 1.9, "y": 0.68851424694708 }, { "x": 1.95, "y": 0.69908666892809 }, { "x": 2, "y": 0.70965909090909 }, { "x": 2.05, "y": 0.71459659090909 }, { "x": 2.1, "y": 0.71953409090909 }, { "x": 2.15, "y": 0.72447159090909 }, { "x": 2.2, "y": 0.72940909090909 }, { "x": 2.25, "y": 0.73434659090909 }, { "x": 2.3, "y": 0.73928409090909 }, { "x": 2.35, "y": 0.74422159090909 }, { "x": 2.4, "y": 0.74915909090909 }, { "x": 2.45, "y": 0.75409659090909 }, { "x": 2.5, "y": 0.75903409090909 }, { "x": 2.55, "y": 0.76397159090909 }, { "x": 2.6, "y": 0.76890909090909 }, { "x": 2.65, "y": 0.77384659090909 }, { "x": 2.7, "y": 0.77878409090909 }, { "x": 2.75, "y": 0.78372159090909 }, { "x": 2.8, "y": 0.78865909090909 }, { "x": 2.85, "y": 0.79359659090909 }, { "x": 2.9, "y": 0.79853409090909 }, { "x": 2.95, "y": 0.80347159090909 }, { "x": 3, "y": 0.80840909090909 }, { "x": 3.05, "y": 0.81234659090909 }, { "x": 3.1, "y": 0.81628409090909 }, { "x": 3.15, "y": 0.82022159090909 }, { "x": 3.2, "y": 0.82415909090909 }, { "x": 3.25, "y": 0.82809659090909 }, { "x": 3.3, "y": 0.83203409090909 }, { "x": 3.35, "y": 0.83597159090909 }, { "x": 3.4, "y": 0.83990909090909 }, { "x": 3.45, "y": 0.84384659090909 }, { "x": 3.5, "y": 0.84778409090909 }, { "x": 3.55, "y": 0.85172159090909 }, { "x": 3.6, "y": 0.85565909090909 }, { "x": 3.65, "y": 0.85959659090909 }, { "x": 3.7, "y": 0.86353409090909 }, { "x": 3.75, "y": 0.86747159090909 }, { "x": 3.8, "y": 0.87140909090909 }, { "x": 3.85, "y": 0.87534659090909 }, { "x": 3.9, "y": 0.87928409090909 }, { "x": 3.95, "y": 0.88322159090909 }, { "x": 4, "y": 0.88715909090909 }, { "x": 4.05, "y": 0.89123863636364 }, { "x": 4.1, "y": 0.89531818181818 }, { "x": 4.15, "y": 0.89939772727273 }, { "x": 4.2, "y": 0.90347727272727 }, { "x": 4.25, "y": 0.90755681818182 }, { "x": 4.3, "y": 0.91163636363636 }, { "x": 4.35, "y": 0.91571590909091 }, { "x": 4.4, "y": 0.91979545454545 }, { "x": 4.44999999999999, "y": 0.923875 }, { "x": 4.49999999999999, "y": 0.92795454545454 }, { "x": 4.54999999999999, "y": 0.93203409090909 }, { "x": 4.59999999999999, "y": 0.93611363636364 }, { "x": 4.64999999999999, "y": 0.94019318181818 }, { "x": 4.69999999999999, "y": 0.94427272727273 }, { "x": 4.74999999999999, "y": 0.94835227272727 }, { "x": 4.79999999999999, "y": 0.95243181818182 }, { "x": 4.84999999999999, "y": 0.95651136363636 }, { "x": 4.89999999999999, "y": 0.96059090909091 }, { "x": 4.94999999999999, "y": 0.96467045454545 }, { "x": 4.99999999999999, "y": 0.96875 }, { "x": 5.04999999999999, "y": 0.9703125 }, { "x": 5.09999999999999, "y": 0.971875 }, { "x": 5.14999999999999, "y": 0.9734375 }, { "x": 5.19999999999999, "y": 0.975 }, { "x": 5.24999999999999, "y": 0.9765625 }, { "x": 5.29999999999999, "y": 0.978125 }, { "x": 5.34999999999999, "y": 0.9796875 }, { "x": 5.39999999999999, "y": 0.98125 }, { "x": 5.44999999999999, "y": 0.9828125 }, { "x": 5.49999999999999, "y": 0.984375 }, { "x": 5.54999999999999, "y": 0.9859375 }, { "x": 5.59999999999999, "y": 0.9875 }, { "x": 5.64999999999999, "y": 0.9890625 }, { "x": 5.69999999999999, "y": 0.990625 }, { "x": 5.74999999999999, "y": 0.9921875 }, { "x": 5.79999999999999, "y": 0.99375 }, { "x": 5.84999999999999, "y": 0.9953125 }, { "x": 5.89999999999999, "y": 0.996875 }, { "x": 5.94999999999999, "y": 0.9984375 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1299, "curve_id": "F8.6", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "including roads and railways", "source_type": "Technical Manual", "source_abbrev": "Huizinga et al. (2017)", "source_detail": "Huizinga, J., de Moel, H., and Szewczyk, W.: Global flood depth-damage functions: Methodology and the Database with Guidelines, Joint Research Centre (JRC), 108 pp., https://doi.org/10.2760/16510, 2017.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.70572125533318864, "sigma": 0.93800945857273288, "method": "Curve fitting", "mu_sigma_quality": 0.94355688318569142, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.706, σ=0.938, R²=0.944; Mu/sigma can be used for reconstruction (quality: 0.944); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "partial (no suffix)", "characteristics": "Relative Discontinuous", "uncertainty": "Yes", "derivation": "Hybrid (E+O)", "geography": "Asia", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.01450260490005 }, { "x": 0.1, "y": 0.02900520980009 }, { "x": 0.15, "y": 0.04350781470014 }, { "x": 0.2, "y": 0.05801041960019 }, { "x": 0.25, "y": 0.07251302450023 }, { "x": 0.3, "y": 0.08701562940028 }, { "x": 0.35, "y": 0.10151823430033 }, { "x": 0.4, "y": 0.11602083920037 }, { "x": 0.45, "y": 0.13052344410042 }, { "x": 0.5, "y": 0.14502604900047 }, { "x": 0.55, "y": 0.16040449142138 }, { "x": 0.6, "y": 0.1757829338423 }, { "x": 0.65, "y": 0.19116137626321 }, { "x": 0.7, "y": 0.20653981868412 }, { "x": 0.75, "y": 0.22191826110504 }, { "x": 0.8, "y": 0.23729670352595 }, { "x": 0.85, "y": 0.25267514594687 }, { "x": 0.9, "y": 0.26805358836778 }, { "x": 0.95, "y": 0.28343203078869 }, { "x": 1, "y": 0.29881047320961 }, { "x": 1.05, "y": 0.30874148065363 }, { "x": 1.1, "y": 0.31867248809764 }, { "x": 1.15, "y": 0.32860349554166 }, { "x": 1.2, "y": 0.33853450298568 }, { "x": 1.25, "y": 0.34846551042969 }, { "x": 1.3, "y": 0.35839651787371 }, { "x": 1.35, "y": 0.36832752531773 }, { "x": 1.4, "y": 0.37825853276174 }, { "x": 1.45, "y": 0.38818954020576 }, { "x": 1.5, "y": 0.39812054764978 }, { "x": 1.55, "y": 0.40221881754734 }, { "x": 1.6, "y": 0.40631708744491 }, { "x": 1.65, "y": 0.41041535734248 }, { "x": 1.7, "y": 0.41451362724005 }, { "x": 1.75, "y": 0.41861189713761 }, { "x": 1.8, "y": 0.42271016703518 }, { "x": 1.85, "y": 0.42680843693275 }, { "x": 1.9, "y": 0.43090670683032 }, { "x": 1.95, "y": 0.43500497672788 }, { "x": 2, "y": 0.43910324662545 }, { "x": 2.05, "y": 0.44650626986958 }, { "x": 2.1, "y": 0.45390929311371 }, { "x": 2.15, "y": 0.46131231635783 }, { "x": 2.2, "y": 0.46871533960196 }, { "x": 2.25, "y": 0.47611836284609 }, { "x": 2.3, "y": 0.48352138609021 }, { "x": 2.35, "y": 0.49092440933434 }, { "x": 2.4, "y": 0.49832743257847 }, { "x": 2.45, "y": 0.5057304558226 }, { "x": 2.5, "y": 0.51313347906672 }, { "x": 2.55, "y": 0.52053650231085 }, { "x": 2.6, "y": 0.52793952555498 }, { "x": 2.65, "y": 0.5353425487991 }, { "x": 2.7, "y": 0.54274557204323 }, { "x": 2.75, "y": 0.55014859528736 }, { "x": 2.8, "y": 0.55755161853148 }, { "x": 2.85, "y": 0.56495464177561 }, { "x": 2.9, "y": 0.57235766501974 }, { "x": 2.95, "y": 0.57976068826387 }, { "x": 3, "y": 0.58716371150799 }, { "x": 3.05, "y": 0.59548773661467 }, { "x": 3.1, "y": 0.60381176172134 }, { "x": 3.15, "y": 0.61213578682801 }, { "x": 3.2, "y": 0.62045981193469 }, { "x": 3.25, "y": 0.62878383704136 }, { "x": 3.3, "y": 0.63710786214803 }, { "x": 3.35, "y": 0.64543188725471 }, { "x": 3.4, "y": 0.65375591236138 }, { "x": 3.45, "y": 0.66207993746805 }, { "x": 3.5, "y": 0.67040396257473 }, { "x": 3.55, "y": 0.6787279876814 }, { "x": 3.6, "y": 0.68705201278807 }, { "x": 3.65, "y": 0.69537603789475 }, { "x": 3.7, "y": 0.70370006300142 }, { "x": 3.75, "y": 0.71202408810809 }, { "x": 3.8, "y": 0.72034811321477 }, { "x": 3.85, "y": 0.72867213832144 }, { "x": 3.9, "y": 0.73699616342811 }, { "x": 3.95, "y": 0.74532018853479 }, { "x": 4, "y": 0.75364421364146 }, { "x": 4.05, "y": 0.76127450295939 }, { "x": 4.1, "y": 0.76890479227731 }, { "x": 4.15, "y": 0.77653508159524 }, { "x": 4.2, "y": 0.78416537091317 }, { "x": 4.25, "y": 0.79179566023109 }, { "x": 4.3, "y": 0.79942594954902 }, { "x": 4.35, "y": 0.80705623886695 }, { "x": 4.4, "y": 0.81468652818487 }, { "x": 4.44999999999999, "y": 0.8223168175028 }, { "x": 4.49999999999999, "y": 0.82994710682073 }, { "x": 4.54999999999999, "y": 0.83757739613866 }, { "x": 4.59999999999999, "y": 0.84520768545658 }, { "x": 4.64999999999999, "y": 0.85283797477451 }, { "x": 4.69999999999999, "y": 0.86046826409244 }, { "x": 4.74999999999999, "y": 0.86809855341036 }, { "x": 4.79999999999999, "y": 0.87572884272829 }, { "x": 4.84999999999999, "y": 0.88335913204622 }, { "x": 4.89999999999999, "y": 0.89098942136414 }, { "x": 4.94999999999999, "y": 0.89861971068207 }, { "x": 4.99999999999999, "y": 0.90625 }, { "x": 5.04999999999999, "y": 0.9109375 }, { "x": 5.09999999999999, "y": 0.915625 }, { "x": 5.14999999999999, "y": 0.9203125 }, { "x": 5.19999999999999, "y": 0.925 }, { "x": 5.24999999999999, "y": 0.9296875 }, { "x": 5.29999999999999, "y": 0.934375 }, { "x": 5.34999999999999, "y": 0.9390625 }, { "x": 5.39999999999999, "y": 0.94375 }, { "x": 5.44999999999999, "y": 0.9484375 }, { "x": 5.49999999999999, "y": 0.953125 }, { "x": 5.54999999999999, "y": 0.9578125 }, { "x": 5.59999999999999, "y": 0.9625 }, { "x": 5.64999999999999, "y": 0.9671875 }, { "x": 5.69999999999999, "y": 0.971875 }, { "x": 5.74999999999999, "y": 0.9765625 }, { "x": 5.79999999999999, "y": 0.98125 }, { "x": 5.84999999999999, "y": 0.9859375 }, { "x": 5.89999999999999, "y": 0.990625 }, { "x": 5.94999999999999, "y": 0.9953125 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1300, "curve_id": "F8.6", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "including roads and railways", "source_type": "Technical Manual", "source_abbrev": "Huizinga et al. (2017)", "source_detail": "Huizinga, J., de Moel, H., and Szewczyk, W.: Global flood depth-damage functions: Methodology and the Database with Guidelines, Joint Research Centre (JRC), 108 pp., https://doi.org/10.2760/16510, 2017.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": -0.101034021711747, "sigma": 0.61723665087723278, "method": "Curve fitting", "mu_sigma_quality": 0.96921863233329175, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.101, σ=0.617, R²=0.969; Mu/sigma can be used for reconstruction (quality: 0.969); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "partial (no suffix)", "characteristics": "Relative Discontinuous", "uncertainty": "Yes", "derivation": "Hybrid (E+O)", "geography": "Asia", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.02838477637539 }, { "x": 0.1, "y": 0.05676955275079 }, { "x": 0.15, "y": 0.08515432912618 }, { "x": 0.2, "y": 0.11353910550158 }, { "x": 0.25, "y": 0.14192388187697 }, { "x": 0.3, "y": 0.17030865825236 }, { "x": 0.35, "y": 0.19869343462776 }, { "x": 0.4, "y": 0.22707821100315 }, { "x": 0.45, "y": 0.25546298737855 }, { "x": 0.5, "y": 0.28384776375394 }, { "x": 0.55, "y": 0.30013282201145 }, { "x": 0.6, "y": 0.31641788026897 }, { "x": 0.65, "y": 0.33270293852648 }, { "x": 0.7, "y": 0.34898799678399 }, { "x": 0.75, "y": 0.3652730550415 }, { "x": 0.8, "y": 0.38155811329901 }, { "x": 0.85, "y": 0.39784317155653 }, { "x": 0.9, "y": 0.41412822981404 }, { "x": 0.95, "y": 0.43041328807155 }, { "x": 1, "y": 0.44669834632906 }, { "x": 1.05, "y": 0.48300343115099 }, { "x": 1.1, "y": 0.51930851597291 }, { "x": 1.15, "y": 0.55561360079484 }, { "x": 1.2, "y": 0.59191868561677 }, { "x": 1.25, "y": 0.62822377043869 }, { "x": 1.3, "y": 0.66452885526062 }, { "x": 1.35, "y": 0.70083394008255 }, { "x": 1.4, "y": 0.73713902490447 }, { "x": 1.45, "y": 0.7734441097264 }, { "x": 1.5, "y": 0.80974919454832 }, { "x": 1.55, "y": 0.82679576861277 }, { "x": 1.6, "y": 0.84384234267721 }, { "x": 1.65, "y": 0.86088891674165 }, { "x": 1.7, "y": 0.87793549080609 }, { "x": 1.75, "y": 0.89498206487053 }, { "x": 1.8, "y": 0.91202863893497 }, { "x": 1.85, "y": 0.92907521299941 }, { "x": 1.9, "y": 0.94612178706385 }, { "x": 1.95, "y": 0.96316836112829 }, { "x": 2, "y": 0.98021493519273 }, { "x": 2.05, "y": 0.98120418843309 }, { "x": 2.1, "y": 0.98219344167346 }, { "x": 2.15, "y": 0.98318269491382 }, { "x": 2.2, "y": 0.98417194815418 }, { "x": 2.25, "y": 0.98516120139455 }, { "x": 2.3, "y": 0.98615045463491 }, { "x": 2.35, "y": 0.98713970787527 }, { "x": 2.4, "y": 0.98812896111564 }, { "x": 2.45, "y": 0.989118214356 }, { "x": 2.5, "y": 0.99010746759637 }, { "x": 2.55, "y": 0.99109672083673 }, { "x": 2.6, "y": 0.99208597407709 }, { "x": 2.65, "y": 0.99307522731746 }, { "x": 2.7, "y": 0.99406448055782 }, { "x": 2.75, "y": 0.99505373379818 }, { "x": 2.8, "y": 0.99604298703855 }, { "x": 2.85, "y": 0.99703224027891 }, { "x": 2.9, "y": 0.99802149351927 }, { "x": 2.95, "y": 0.99901074675964 }, { "x": 3, "y": 1 }, { "x": 3.05, "y": 1 }, { "x": 3.1, "y": 1 }, { "x": 3.15, "y": 1 }, { "x": 3.2, "y": 1 }, { "x": 3.25, "y": 1 }, { "x": 3.3, "y": 1 }, { "x": 3.35, "y": 1 }, { "x": 3.4, "y": 1 }, { "x": 3.45, "y": 1 }, { "x": 3.5, "y": 1 }, { "x": 3.55, "y": 1 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.95, "y": 1 }, { "x": 4, "y": 1 }, { "x": 4.05, "y": 1 }, { "x": 4.1, "y": 1 }, { "x": 4.15, "y": 1 }, { "x": 4.2, "y": 1 }, { "x": 4.25, "y": 1 }, { "x": 4.3, "y": 1 }, { "x": 4.35, "y": 1 }, { "x": 4.4, "y": 1 }, { "x": 4.44999999999999, "y": 1 }, { "x": 4.49999999999999, "y": 1 }, { "x": 4.54999999999999, "y": 1 }, { "x": 4.59999999999999, "y": 1 }, { "x": 4.64999999999999, "y": 1 }, { "x": 4.69999999999999, "y": 1 }, { "x": 4.74999999999999, "y": 1 }, { "x": 4.79999999999999, "y": 1 }, { "x": 4.84999999999999, "y": 1 }, { "x": 4.89999999999999, "y": 1 }, { "x": 4.94999999999999, "y": 1 }, { "x": 4.99999999999999, "y": 1 }, { "x": 5.04999999999999, "y": 1 }, { "x": 5.09999999999999, "y": 1 }, { "x": 5.14999999999999, "y": 1 }, { "x": 5.19999999999999, "y": 1 }, { "x": 5.24999999999999, "y": 1 }, { "x": 5.29999999999999, "y": 1 }, { "x": 5.34999999999999, "y": 1 }, { "x": 5.39999999999999, "y": 1 }, { "x": 5.44999999999999, "y": 1 }, { "x": 5.49999999999999, "y": 1 }, { "x": 5.54999999999999, "y": 1 }, { "x": 5.59999999999999, "y": 1 }, { "x": 5.64999999999999, "y": 1 }, { "x": 5.69999999999999, "y": 1 }, { "x": 5.74999999999999, "y": 1 }, { "x": 5.79999999999999, "y": 1 }, { "x": 5.84999999999999, "y": 1 }, { "x": 5.89999999999999, "y": 1 }, { "x": 5.94999999999999, "y": 1 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1301, "curve_id": "F8.7", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "including roads and railways", "source_type": "Technical Manual", "source_abbrev": "Huizinga et al. (2017)", "source_detail": "Huizinga, J., de Moel, H., and Szewczyk, W.: Global flood depth-damage functions: Methodology and the Database with Guidelines, Joint Research Centre (JRC), 108 pp., https://doi.org/10.2760/16510, 2017.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 0.20749680104796389, "sigma": 0.95767101095671525, "method": "Curve fitting", "mu_sigma_quality": 0.9842085770118536, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.207, σ=0.958, R²=0.984; Mu/sigma can be used for reconstruction (quality: 0.984); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Discontinuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Global", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.02322184531886 }, { "x": 0.1, "y": 0.04644369063772 }, { "x": 0.15, "y": 0.06966553595658 }, { "x": 0.2, "y": 0.09288738127544 }, { "x": 0.25, "y": 0.1161092265943 }, { "x": 0.3, "y": 0.13933107191316 }, { "x": 0.35, "y": 0.16255291723202 }, { "x": 0.4, "y": 0.18577476255088 }, { "x": 0.45, "y": 0.20899660786974 }, { "x": 0.5, "y": 0.2322184531886 }, { "x": 0.55, "y": 0.24863432835821 }, { "x": 0.6, "y": 0.26505020352782 }, { "x": 0.65, "y": 0.28146607869742 }, { "x": 0.7, "y": 0.29788195386703 }, { "x": 0.75, "y": 0.31429782903664 }, { "x": 0.8, "y": 0.33071370420624 }, { "x": 0.85, "y": 0.34712957937585 }, { "x": 0.9, "y": 0.36354545454545 }, { "x": 0.95, "y": 0.37996132971506 }, { "x": 1, "y": 0.39637720488467 }, { "x": 1.05, "y": 0.41443622795115 }, { "x": 1.1, "y": 0.43249525101764 }, { "x": 1.15, "y": 0.45055427408412 }, { "x": 1.2, "y": 0.46861329715061 }, { "x": 1.25, "y": 0.4866723202171 }, { "x": 1.3, "y": 0.50473134328358 }, { "x": 1.35, "y": 0.52279036635007 }, { "x": 1.4, "y": 0.54084938941655 }, { "x": 1.45, "y": 0.55890841248304 }, { "x": 1.5, "y": 0.57696743554953 }, { "x": 1.55, "y": 0.58725364654003 }, { "x": 1.6, "y": 0.59753985753053 }, { "x": 1.65, "y": 0.60782606852103 }, { "x": 1.7, "y": 0.61811227951153 }, { "x": 1.75, "y": 0.62839849050204 }, { "x": 1.8, "y": 0.63868470149254 }, { "x": 1.85, "y": 0.64897091248304 }, { "x": 1.9, "y": 0.65925712347354 }, { "x": 1.95, "y": 0.66954333446404 }, { "x": 2, "y": 0.67982954545455 }, { "x": 2.05, "y": 0.68604829545455 }, { "x": 2.1, "y": 0.69226704545455 }, { "x": 2.15, "y": 0.69848579545455 }, { "x": 2.2, "y": 0.70470454545455 }, { "x": 2.25, "y": 0.71092329545455 }, { "x": 2.3, "y": 0.71714204545455 }, { "x": 2.35, "y": 0.72336079545455 }, { "x": 2.4, "y": 0.72957954545455 }, { "x": 2.45, "y": 0.73579829545455 }, { "x": 2.5, "y": 0.74201704545455 }, { "x": 2.55, "y": 0.74823579545455 }, { "x": 2.6, "y": 0.75445454545455 }, { "x": 2.65, "y": 0.76067329545455 }, { "x": 2.7, "y": 0.76689204545455 }, { "x": 2.75, "y": 0.77311079545455 }, { "x": 2.8, "y": 0.77932954545455 }, { "x": 2.85, "y": 0.78554829545455 }, { "x": 2.9, "y": 0.79176704545455 }, { "x": 2.95, "y": 0.79798579545455 }, { "x": 3, "y": 0.80420454545455 }, { "x": 3.05, "y": 0.80867329545455 }, { "x": 3.1, "y": 0.81314204545455 }, { "x": 3.15, "y": 0.81761079545455 }, { "x": 3.2, "y": 0.82207954545455 }, { "x": 3.25, "y": 0.82654829545455 }, { "x": 3.3, "y": 0.83101704545455 }, { "x": 3.35, "y": 0.83548579545455 }, { "x": 3.4, "y": 0.83995454545455 }, { "x": 3.45, "y": 0.84442329545455 }, { "x": 3.5, "y": 0.84889204545455 }, { "x": 3.55, "y": 0.85336079545455 }, { "x": 3.6, "y": 0.85782954545455 }, { "x": 3.65, "y": 0.86229829545455 }, { "x": 3.7, "y": 0.86676704545455 }, { "x": 3.75, "y": 0.87123579545455 }, { "x": 3.8, "y": 0.87570454545455 }, { "x": 3.85, "y": 0.88017329545455 }, { "x": 3.9, "y": 0.88464204545455 }, { "x": 3.95, "y": 0.88911079545455 }, { "x": 4, "y": 0.89357954545455 }, { "x": 4.05, "y": 0.89811931818182 }, { "x": 4.1, "y": 0.90265909090909 }, { "x": 4.15, "y": 0.90719886363636 }, { "x": 4.2, "y": 0.91173863636364 }, { "x": 4.25, "y": 0.91627840909091 }, { "x": 4.3, "y": 0.92081818181818 }, { "x": 4.35, "y": 0.92535795454545 }, { "x": 4.4, "y": 0.92989772727273 }, { "x": 4.44999999999999, "y": 0.9344375 }, { "x": 4.49999999999999, "y": 0.93897727272727 }, { "x": 4.54999999999999, "y": 0.94351704545454 }, { "x": 4.59999999999999, "y": 0.94805681818182 }, { "x": 4.64999999999999, "y": 0.95259659090909 }, { "x": 4.69999999999999, "y": 0.95713636363636 }, { "x": 4.74999999999999, "y": 0.96167613636364 }, { "x": 4.79999999999999, "y": 0.96621590909091 }, { "x": 4.84999999999999, "y": 0.97075568181818 }, { "x": 4.89999999999999, "y": 0.97529545454545 }, { "x": 4.94999999999999, "y": 0.97983522727273 }, { "x": 4.99999999999999, "y": 0.984375 }, { "x": 5.04999999999999, "y": 0.98515625 }, { "x": 5.09999999999999, "y": 0.9859375 }, { "x": 5.14999999999999, "y": 0.98671875 }, { "x": 5.19999999999999, "y": 0.9875 }, { "x": 5.24999999999999, "y": 0.98828125 }, { "x": 5.29999999999999, "y": 0.9890625 }, { "x": 5.34999999999999, "y": 0.98984375 }, { "x": 5.39999999999999, "y": 0.990625 }, { "x": 5.44999999999999, "y": 0.99140625 }, { "x": 5.49999999999999, "y": 0.9921875 }, { "x": 5.54999999999999, "y": 0.99296875 }, { "x": 5.59999999999999, "y": 0.99375 }, { "x": 5.64999999999999, "y": 0.99453125 }, { "x": 5.69999999999999, "y": 0.9953125 }, { "x": 5.74999999999999, "y": 0.99609375 }, { "x": 5.79999999999999, "y": 0.996875 }, { "x": 5.84999999999999, "y": 0.99765625 }, { "x": 5.89999999999999, "y": 0.9984375 }, { "x": 5.94999999999999, "y": 0.99921875 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1302, "curve_id": "F8.8", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Train stations", "ci_detail": "Generic curve for industry is used for train stations", "source_type": "Project Report", "source_abbrev": "Vanneuville et al. (2006)", "source_detail": "Vanneuville, W., Maddens, R., Collard, C., Bogaert, P., De Maeyer, Ph., and Antrop, M.: Impact op mens en economie t.g.v. overstromingen bekeken in het licht van wijzigende hydraulische condities, omgevingsfactoren en klimatologische omstandigheden, België; Vlaanderen, 120 pp., 2006.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": 0.13759092171025541, "sigma": 0.7420966869076111, "method": "Curve fitting", "mu_sigma_quality": 0.987002759525704, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.138, σ=0.742, R²=0.987; Mu/sigma can be used for reconstruction (quality: 0.987); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E + O)", "geography": "Belgium", "hazard_type": "Flooding", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.02 }, { "x": 0.1, "y": 0.04 }, { "x": 0.15, "y": 0.06 }, { "x": 0.2, "y": 0.08 }, { "x": 0.25, "y": 0.1 }, { "x": 0.3, "y": 0.12 }, { "x": 0.35, "y": 0.14 }, { "x": 0.4, "y": 0.16 }, { "x": 0.45, "y": 0.18 }, { "x": 0.5, "y": 0.2 }, { "x": 0.55, "y": 0.22 }, { "x": 0.6, "y": 0.24 }, { "x": 0.65, "y": 0.26 }, { "x": 0.7, "y": 0.28 }, { "x": 0.75, "y": 0.3 }, { "x": 0.8, "y": 0.32 }, { "x": 0.85, "y": 0.34 }, { "x": 0.9, "y": 0.36 }, { "x": 0.95, "y": 0.38 }, { "x": 1, "y": 0.4 }, { "x": 1.05, "y": 0.42 }, { "x": 1.1, "y": 0.44 }, { "x": 1.15, "y": 0.46 }, { "x": 1.2, "y": 0.48 }, { "x": 1.25, "y": 0.5 }, { "x": 1.3, "y": 0.52 }, { "x": 1.35, "y": 0.54 }, { "x": 1.4, "y": 0.56 }, { "x": 1.45, "y": 0.58 }, { "x": 1.5, "y": 0.6 }, { "x": 1.55, "y": 0.62 }, { "x": 1.6, "y": 0.64 }, { "x": 1.65, "y": 0.66 }, { "x": 1.7, "y": 0.68 }, { "x": 1.75, "y": 0.7 }, { "x": 1.8, "y": 0.72 }, { "x": 1.85, "y": 0.74 }, { "x": 1.9, "y": 0.76 }, { "x": 1.95, "y": 0.78 }, { "x": 2, "y": 0.8 }, { "x": 2.05, "y": 0.805 }, { "x": 2.1, "y": 0.81 }, { "x": 2.15, "y": 0.815 }, { "x": 2.2, "y": 0.82 }, { "x": 2.25, "y": 0.825 }, { "x": 2.3, "y": 0.83 }, { "x": 2.35, "y": 0.835 }, { "x": 2.4, "y": 0.84 }, { "x": 2.45, "y": 0.845 }, { "x": 2.5, "y": 0.85 }, { "x": 2.55, "y": 0.855 }, { "x": 2.6, "y": 0.86 }, { "x": 2.65, "y": 0.865 }, { "x": 2.7, "y": 0.87 }, { "x": 2.75, "y": 0.875 }, { "x": 2.8, "y": 0.88 }, { "x": 2.85, "y": 0.885 }, { "x": 2.9, "y": 0.89 }, { "x": 2.95, "y": 0.895 }, { "x": 3, "y": 0.9 }, { "x": 3.05, "y": 0.905 }, { "x": 3.1, "y": 0.91 }, { "x": 3.15, "y": 0.915 }, { "x": 3.2, "y": 0.92 }, { "x": 3.25, "y": 0.925 }, { "x": 3.3, "y": 0.93 }, { "x": 3.35, "y": 0.935 }, { "x": 3.4, "y": 0.94 }, { "x": 3.45, "y": 0.945 }, { "x": 3.5, "y": 0.95 }, { "x": 3.55, "y": 0.955 }, { "x": 3.6, "y": 0.96 }, { "x": 3.65, "y": 0.965 }, { "x": 3.7, "y": 0.97 }, { "x": 3.75, "y": 0.975 }, { "x": 3.8, "y": 0.98 }, { "x": 3.85, "y": 0.985 }, { "x": 3.9, "y": 0.99 }, { "x": 3.95, "y": 0.995 }, { "x": 4, "y": 1 }, { "x": 4.05, "y": 1 }, { "x": 4.1, "y": 1 }, { "x": 4.15, "y": 1 }, { "x": 4.2, "y": 1 }, { "x": 4.25, "y": 1 }, { "x": 4.3, "y": 1 }, { "x": 4.35, "y": 1 }, { "x": 4.4, "y": 1 }, { "x": 4.44999999999999, "y": 1 }, { "x": 4.49999999999999, "y": 1 }, { "x": 4.54999999999999, "y": 1 }, { "x": 4.59999999999999, "y": 1 }, { "x": 4.64999999999999, "y": 1 }, { "x": 4.69999999999999, "y": 1 }, { "x": 4.74999999999999, "y": 1 }, { "x": 4.79999999999999, "y": 1 }, { "x": 4.84999999999999, "y": 1 }, { "x": 4.89999999999999, "y": 1 }, { "x": 4.94999999999999, "y": 1 }, { "x": 4.99999999999999, "y": 1 } ] }, { "id": 1303, "curve_id": "F9.1", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Airports", "ci_detail": "Generic curve: also used for agriculture and recreation parks; in diked areas", "source_type": "Project Report", "source_abbrev": "Kok et al. (2005)", "source_detail": "Kok, M., Huizinga, H. J., and Barendregt, A.: Standard Method 2004: Damage and Casualties Caused by Flooding, 56 pp., 2005.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": -0.541384601719507, "sigma": 1.0713323079523833, "method": "Curve fitting", "mu_sigma_quality": 0.97812797751290581, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.541, σ=1.071, R²=0.978; Mu/sigma can be used for reconstruction (quality: 0.978); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Netherlands", "hazard_type": "Flooding", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.05 }, { "x": 0.1, "y": 0.1 }, { "x": 0.15, "y": 0.15 }, { "x": 0.2, "y": 0.2 }, { "x": 0.25, "y": 0.25 }, { "x": 0.3, "y": 0.3 }, { "x": 0.35, "y": 0.35 }, { "x": 0.4, "y": 0.4 }, { "x": 0.45, "y": 0.45 }, { "x": 0.5, "y": 0.5 }, { "x": 0.55, "y": 0.532 }, { "x": 0.6, "y": 0.544 }, { "x": 0.65, "y": 0.556 }, { "x": 0.7, "y": 0.568 }, { "x": 0.75, "y": 0.58 }, { "x": 0.8, "y": 0.592 }, { "x": 0.85, "y": 0.604 }, { "x": 0.9, "y": 0.616 }, { "x": 0.95, "y": 0.628 }, { "x": 1, "y": 0.64 }, { "x": 1.05, "y": 0.652 }, { "x": 1.1, "y": 0.664 }, { "x": 1.15, "y": 0.676 }, { "x": 1.2, "y": 0.688 }, { "x": 1.25, "y": 0.7 }, { "x": 1.3, "y": 0.712 }, { "x": 1.35, "y": 0.724 }, { "x": 1.4, "y": 0.736 }, { "x": 1.45, "y": 0.748 }, { "x": 1.5, "y": 0.76 }, { "x": 1.55, "y": 0.772 }, { "x": 1.6, "y": 0.784 }, { "x": 1.65, "y": 0.796 }, { "x": 1.7, "y": 0.808 }, { "x": 1.75, "y": 0.82 }, { "x": 1.8, "y": 0.832 }, { "x": 1.85, "y": 0.844 }, { "x": 1.9, "y": 0.856 }, { "x": 1.95, "y": 0.868 }, { "x": 2, "y": 0.88 }, { "x": 2.05, "y": 0.892 }, { "x": 2.1, "y": 0.897 }, { "x": 2.15, "y": 0.9005 }, { "x": 2.2, "y": 0.904 }, { "x": 2.25, "y": 0.9075 }, { "x": 2.3, "y": 0.911 }, { "x": 2.35, "y": 0.9145 }, { "x": 2.4, "y": 0.918 }, { "x": 2.45, "y": 0.9215 }, { "x": 2.5, "y": 0.925 }, { "x": 2.55, "y": 0.9285 }, { "x": 2.6, "y": 0.932 }, { "x": 2.65, "y": 0.9355 }, { "x": 2.7, "y": 0.939 }, { "x": 2.75, "y": 0.9425 }, { "x": 2.8, "y": 0.946 }, { "x": 2.85, "y": 0.9495 }, { "x": 2.9, "y": 0.953 }, { "x": 2.95, "y": 0.9565 }, { "x": 3, "y": 0.96 }, { "x": 3.05, "y": 0.9635 }, { "x": 3.1, "y": 0.967 }, { "x": 3.15, "y": 0.9705 }, { "x": 3.2, "y": 0.974 }, { "x": 3.25, "y": 0.9775 }, { "x": 3.3, "y": 0.981 }, { "x": 3.35, "y": 0.9845 }, { "x": 3.4, "y": 0.988 }, { "x": 3.45, "y": 0.9915 }, { "x": 3.5, "y": 0.995 }, { "x": 3.55, "y": 0.9985 }, { "x": 3.6, "y": 1 }, { "x": 3.65, "y": 1 }, { "x": 3.7, "y": 1 }, { "x": 3.75, "y": 1 }, { "x": 3.8, "y": 1 }, { "x": 3.85, "y": 1 }, { "x": 3.9, "y": 1 }, { "x": 3.95, "y": 1 }, { "x": 4, "y": 1 }, { "x": 4.05, "y": 1 }, { "x": 4.1, "y": 1 }, { "x": 4.15, "y": 1 }, { "x": 4.2, "y": 1 }, { "x": 4.25, "y": 1 }, { "x": 4.3, "y": 1 }, { "x": 4.35, "y": 1 }, { "x": 4.4, "y": 1 }, { "x": 4.44999999999999, "y": 1 }, { "x": 4.49999999999999, "y": 1 }, { "x": 4.54999999999999, "y": 1 }, { "x": 4.59999999999999, "y": 1 }, { "x": 4.64999999999999, "y": 1 }, { "x": 4.69999999999999, "y": 1 }, { "x": 4.74999999999999, "y": 1 }, { "x": 4.79999999999999, "y": 1 }, { "x": 4.84999999999999, "y": 1 }, { "x": 4.89999999999999, "y": 1 }, { "x": 4.94999999999999, "y": 1 }, { "x": 4.99999999999999, "y": 1 }, { "x": 5.04999999999999, "y": 1 }, { "x": 5.09999999999999, "y": 1 }, { "x": 5.14999999999999, "y": 1 }, { "x": 5.19999999999999, "y": 1 }, { "x": 5.24999999999999, "y": 1 }, { "x": 5.29999999999999, "y": 1 }, { "x": 5.34999999999999, "y": 1 }, { "x": 5.39999999999999, "y": 1 }, { "x": 5.44999999999999, "y": 1 }, { "x": 5.49999999999999, "y": 1 }, { "x": 5.54999999999999, "y": 1 }, { "x": 5.59999999999999, "y": 1 }, { "x": 5.64999999999999, "y": 1 }, { "x": 5.69999999999999, "y": 1 }, { "x": 5.74999999999999, "y": 1 }, { "x": 5.79999999999999, "y": 1 }, { "x": 5.84999999999999, "y": 1 }, { "x": 5.89999999999999, "y": 1 }, { "x": 5.94999999999999, "y": 1 }, { "x": 5.99999999999999, "y": 1 } ] }, { "id": 1304, "curve_id": "F9.2", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Airports", "ci_detail": "", "source_type": "Project Report", "source_abbrev": "de Bruijn et al. (2015)", "source_detail": "de Bruijn, K., Wagenaar, D., Slager, K., de Bel, M., and Burzel, A.: Updated and improved method for flood damage assessment: SSM2015 (version 2), Deltares, 125 pp., 2015.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": -0.080828141849384, "sigma": 0.93860910041911694, "method": "Curve fitting", "mu_sigma_quality": 0.99507093907393074, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=-0.081, σ=0.939, R²=0.995; Mu/sigma can be used for reconstruction (quality: 0.995); D1 category: figure_given; Source provides original data points", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Netherlands", "hazard_type": "Flooding", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.014 }, { "x": 0.1, "y": 0.02 }, { "x": 0.15, "y": 0.03 }, { "x": 0.2, "y": 0.04 }, { "x": 0.25, "y": 0.07375 }, { "x": 0.3, "y": 0.1075 }, { "x": 0.35, "y": 0.14125 }, { "x": 0.4, "y": 0.175 }, { "x": 0.45, "y": 0.20875 }, { "x": 0.5, "y": 0.2425 }, { "x": 0.55, "y": 0.27625 }, { "x": 0.6, "y": 0.31 }, { "x": 0.65, "y": 0.34375 }, { "x": 0.7, "y": 0.3775 }, { "x": 0.75, "y": 0.41125 }, { "x": 0.8, "y": 0.445 }, { "x": 0.85, "y": 0.47875 }, { "x": 0.9, "y": 0.5125 }, { "x": 0.95, "y": 0.54625 }, { "x": 1, "y": 0.58 }, { "x": 1.05, "y": 0.592 }, { "x": 1.1, "y": 0.604 }, { "x": 1.15, "y": 0.616 }, { "x": 1.2, "y": 0.628 }, { "x": 1.25, "y": 0.64 }, { "x": 1.3, "y": 0.652 }, { "x": 1.35, "y": 0.664 }, { "x": 1.4, "y": 0.676 }, { "x": 1.45, "y": 0.688 }, { "x": 1.5, "y": 0.7 }, { "x": 1.55, "y": 0.709 }, { "x": 1.6, "y": 0.718 }, { "x": 1.65, "y": 0.727 }, { "x": 1.7, "y": 0.736 }, { "x": 1.75, "y": 0.745 }, { "x": 1.8, "y": 0.754 }, { "x": 1.85, "y": 0.763 }, { "x": 1.9, "y": 0.772 }, { "x": 1.95, "y": 0.781 }, { "x": 2, "y": 0.79 }, { "x": 2.05, "y": 0.79425 }, { "x": 2.1, "y": 0.7985 }, { "x": 2.15, "y": 0.80275 }, { "x": 2.2, "y": 0.807 }, { "x": 2.25, "y": 0.81125 }, { "x": 2.3, "y": 0.8155 }, { "x": 2.35, "y": 0.81975 }, { "x": 2.4, "y": 0.824 }, { "x": 2.45, "y": 0.82825 }, { "x": 2.5, "y": 0.8325 }, { "x": 2.55, "y": 0.83675 }, { "x": 2.6, "y": 0.841 }, { "x": 2.65, "y": 0.84525 }, { "x": 2.7, "y": 0.8495 }, { "x": 2.75, "y": 0.85375 }, { "x": 2.8, "y": 0.858 }, { "x": 2.85, "y": 0.86225 }, { "x": 2.9, "y": 0.8665 }, { "x": 2.95, "y": 0.87075 }, { "x": 3, "y": 0.875 }, { "x": 3.05, "y": 0.87925 }, { "x": 3.1, "y": 0.8835 }, { "x": 3.15, "y": 0.88775 }, { "x": 3.2, "y": 0.892 }, { "x": 3.25, "y": 0.89625 }, { "x": 3.3, "y": 0.9005 }, { "x": 3.35, "y": 0.90475 }, { "x": 3.4, "y": 0.909 }, { "x": 3.45, "y": 0.91325 }, { "x": 3.5, "y": 0.9175 }, { "x": 3.55, "y": 0.92175 }, { "x": 3.6, "y": 0.926 }, { "x": 3.65, "y": 0.93025 }, { "x": 3.7, "y": 0.9345 }, { "x": 3.75, "y": 0.93875 }, { "x": 3.8, "y": 0.943 }, { "x": 3.85, "y": 0.94725 }, { "x": 3.9, "y": 0.9515 }, { "x": 3.95, "y": 0.95575 }, { "x": 4, "y": 0.96 }, { "x": 4.05, "y": 0.962 }, { "x": 4.1, "y": 0.964 }, { "x": 4.15, "y": 0.966 }, { "x": 4.2, "y": 0.968 }, { "x": 4.25, "y": 0.97 }, { "x": 4.3, "y": 0.972 }, { "x": 4.35, "y": 0.974 }, { "x": 4.4, "y": 0.976 }, { "x": 4.44999999999999, "y": 0.978 }, { "x": 4.49999999999999, "y": 0.98 }, { "x": 4.54999999999999, "y": 0.982 }, { "x": 4.59999999999999, "y": 0.984 }, { "x": 4.64999999999999, "y": 0.986 }, { "x": 4.69999999999999, "y": 0.988 }, { "x": 4.74999999999999, "y": 0.99 }, { "x": 4.79999999999999, "y": 0.992 }, { "x": 4.84999999999999, "y": 0.994 }, { "x": 4.89999999999999, "y": 0.996 }, { "x": 4.94999999999999, "y": 0.998 }, { "x": 4.99999999999999, "y": 1 } ] }, { "id": 1305, "curve_id": "F9.3", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Airports", "ci_detail": "", "source_type": "Project Report", "source_abbrev": "Vanneuville et al. (2006)", "source_detail": "Vanneuville, W., Maddens, R., Collard, C., Bogaert, P., De Maeyer, Ph., and Antrop, M.: Impact op mens en economie t.g.v. overstromingen bekeken in het licht van wijzigende hydraulische condities, omgevingsfactoren en klimatologische omstandigheden, België; Vlaanderen, 120 pp., 2006.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": 0.13759092171025541, "sigma": 0.7420966869076111, "method": "Curve fitting", "mu_sigma_quality": 0.987002759525704, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.138, σ=0.742, R²=0.987; Mu/sigma can be used for reconstruction (quality: 0.987); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Inundation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E+O)", "geography": "Belgium", "hazard_type": "Flooding", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 0.05, "y": 0.02 }, { "x": 0.1, "y": 0.04 }, { "x": 0.15, "y": 0.06 }, { "x": 0.2, "y": 0.08 }, { "x": 0.25, "y": 0.1 }, { "x": 0.3, "y": 0.12 }, { "x": 0.35, "y": 0.14 }, { "x": 0.4, "y": 0.16 }, { "x": 0.45, "y": 0.18 }, { "x": 0.5, "y": 0.2 }, { "x": 0.55, "y": 0.22 }, { "x": 0.6, "y": 0.24 }, { "x": 0.65, "y": 0.26 }, { "x": 0.7, "y": 0.28 }, { "x": 0.75, "y": 0.3 }, { "x": 0.8, "y": 0.32 }, { "x": 0.85, "y": 0.34 }, { "x": 0.9, "y": 0.36 }, { "x": 0.95, "y": 0.38 }, { "x": 1, "y": 0.4 }, { "x": 1.05, "y": 0.42 }, { "x": 1.1, "y": 0.44 }, { "x": 1.15, "y": 0.46 }, { "x": 1.2, "y": 0.48 }, { "x": 1.25, "y": 0.5 }, { "x": 1.3, "y": 0.52 }, { "x": 1.35, "y": 0.54 }, { "x": 1.4, "y": 0.56 }, { "x": 1.45, "y": 0.58 }, { "x": 1.5, "y": 0.6 }, { "x": 1.55, "y": 0.62 }, { "x": 1.6, "y": 0.64 }, { "x": 1.65, "y": 0.66 }, { "x": 1.7, "y": 0.68 }, { "x": 1.75, "y": 0.7 }, { "x": 1.8, "y": 0.72 }, { "x": 1.85, "y": 0.74 }, { "x": 1.9, "y": 0.76 }, { "x": 1.95, "y": 0.78 }, { "x": 2, "y": 0.8 }, { "x": 2.05, "y": 0.805 }, { "x": 2.1, "y": 0.81 }, { "x": 2.15, "y": 0.815 }, { "x": 2.2, "y": 0.82 }, { "x": 2.25, "y": 0.825 }, { "x": 2.3, "y": 0.83 }, { "x": 2.35, "y": 0.835 }, { "x": 2.4, "y": 0.84 }, { "x": 2.45, "y": 0.845 }, { "x": 2.5, "y": 0.85 }, { "x": 2.55, "y": 0.855 }, { "x": 2.6, "y": 0.86 }, { "x": 2.65, "y": 0.865 }, { "x": 2.7, "y": 0.87 }, { "x": 2.75, "y": 0.875 }, { "x": 2.8, "y": 0.88 }, { "x": 2.85, "y": 0.885 }, { "x": 2.9, "y": 0.89 }, { "x": 2.95, "y": 0.895 }, { "x": 3, "y": 0.9 }, { "x": 3.05, "y": 0.905 }, { "x": 3.1, "y": 0.91 }, { "x": 3.15, "y": 0.915 }, { "x": 3.2, "y": 0.92 }, { "x": 3.25, "y": 0.925 }, { "x": 3.3, "y": 0.93 }, { "x": 3.35, "y": 0.935 }, { "x": 3.4, "y": 0.94 }, { "x": 3.45, "y": 0.945 }, { "x": 3.5, "y": 0.95 }, { "x": 3.55, "y": 0.955 }, { "x": 3.6, "y": 0.96 }, { "x": 3.65, "y": 0.965 }, { "x": 3.7, "y": 0.97 }, { "x": 3.75, "y": 0.975 }, { "x": 3.8, "y": 0.98 }, { "x": 3.85, "y": 0.985 }, { "x": 3.9, "y": 0.99 }, { "x": 3.95, "y": 0.995 }, { "x": 4, "y": 1 }, { "x": 4.05, "y": 1 }, { "x": 4.1, "y": 1 }, { "x": 4.15, "y": 1 }, { "x": 4.2, "y": 1 }, { "x": 4.25, "y": 1 }, { "x": 4.3, "y": 1 }, { "x": 4.35, "y": 1 }, { "x": 4.4, "y": 1 }, { "x": 4.44999999999999, "y": 1 }, { "x": 4.49999999999999, "y": 1 }, { "x": 4.54999999999999, "y": 1 }, { "x": 4.59999999999999, "y": 1 }, { "x": 4.64999999999999, "y": 1 }, { "x": 4.69999999999999, "y": 1 }, { "x": 4.74999999999999, "y": 1 }, { "x": 4.79999999999999, "y": 1 }, { "x": 4.84999999999999, "y": 1 }, { "x": 4.89999999999999, "y": 1 }, { "x": 4.94999999999999, "y": 1 }, { "x": 4.99999999999999, "y": 1 } ] }, { "id": 1306, "curve_id": "L1.1", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Power plant", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 3.2347491750444912, "sigma": 0.49999999999999994, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.235, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 251, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.916E-11 }, { "x": 2, "y": 1.8556038E-07 }, { "x": 3, "y": 9.67449072E-06 }, { "x": 4, "y": 0.0001091199943 }, { "x": 5, "y": 0.00057576318581 }, { "x": 6, "y": 0.0019509884085 }, { "x": 7, "y": 0.00497333113776 }, { "x": 8, "y": 0.01042705761319 }, { "x": 9, "y": 0.01899098778939 }, { "x": 10, "y": 0.03113781701649 }, { "x": 11, "y": 0.04709401960192 }, { "x": 12, "y": 0.06684800240546 }, { "x": 13, "y": 0.09018777125126 }, { "x": 14, "y": 0.11675149624281 }, { "x": 15, "y": 0.14607932215674 }, { "x": 16, "y": 0.17765963070782 }, { "x": 17, "y": 0.21096665786592 }, { "x": 18, "y": 0.24548878132643 }, { "x": 19, "y": 0.28074816288498 }, { "x": 20, "y": 0.31631307303839 }, { "x": 21, "y": 0.35180441320968 }, { "x": 22, "y": 0.38689788446152 }, { "x": 23, "y": 0.42132306276808 }, { "x": 24, "y": 0.45486041044668 }, { "x": 25, "y": 0.48733702607118 }, { "x": 26, "y": 0.51862173307919 }, { "x": 27, "y": 0.5486199386205 }, { "x": 28, "y": 0.57726855963109 }, { "x": 29, "y": 0.60453120951522 }, { "x": 30, "y": 0.63039376149905 }, { "x": 31, "y": 0.65486034872944 }, { "x": 32, "y": 0.6779498219372 }, { "x": 33, "y": 0.69969265900582 }, { "x": 34, "y": 0.72012830382651 }, { "x": 35, "y": 0.73930290178644 }, { "x": 36, "y": 0.75726739411871 }, { "x": 37, "y": 0.77407593161576 }, { "x": 38, "y": 0.78978456873687 }, { "x": 39, "y": 0.80445020109725 }, { "x": 40, "y": 0.81812971211686 }, { "x": 41, "y": 0.83087929781656 }, { "x": 42, "y": 0.84275394209369 }, { "x": 43, "y": 0.85380701810181 }, { "x": 44, "y": 0.86408999448363 }, { "x": 45, "y": 0.87365222809395 }, { "x": 46, "y": 0.88254082746835 }, { "x": 47, "y": 0.89080057363183 }, { "x": 48, "y": 0.89847388690661 }, { "x": 49, "y": 0.90560083018251 }, { "x": 50, "y": 0.91221914067764 }, { "x": 51, "y": 0.91836428356378 }, { "x": 52, "y": 0.92406952198277 }, { "x": 53, "y": 0.92936599896019 }, { "x": 54, "y": 0.93428282755219 }, { "x": 55, "y": 0.93884718626027 }, { "x": 56, "y": 0.94308441733458 }, { "x": 57, "y": 0.94701812607589 }, { "x": 58, "y": 0.95067027965263 }, { "x": 59, "y": 0.95406130428619 }, { "x": 60, "y": 0.95721017993414 }, { "x": 61, "y": 0.96013453182844 }, { "x": 62, "y": 0.96285071840968 }, { "x": 63, "y": 0.96537391534863 }, { "x": 64, "y": 0.96771819546564 }, { "x": 65, "y": 0.96989660445454 }, { "x": 66, "y": 0.97192123239272 }, { "x": 67, "y": 0.97380328107771 }, { "x": 68, "y": 0.97555312727541 }, { "x": 69, "y": 0.97718038199875 }, { "x": 70, "y": 0.97869394595991 }, { "x": 71, "y": 0.98010206135638 }, { "x": 72, "y": 0.98141236016212 }, { "x": 73, "y": 0.98263190910148 }, { "x": 74, "y": 0.98376725148597 }, { "x": 75, "y": 0.98482444609382 }, { "x": 76, "y": 0.98580910326932 }, { "x": 77, "y": 0.98672641841483 }, { "x": 78, "y": 0.98758120304256 }, { "x": 79, "y": 0.98837791354679 }, { "x": 80, "y": 0.98912067784993 }, { "x": 81, "y": 0.98981332006841 }, { "x": 82, "y": 0.99045938333658 }, { "x": 83, "y": 0.99106215091911 }, { "x": 84, "y": 0.99162466573463 }, { "x": 85, "y": 0.99214974840587 }, { "x": 86, "y": 0.99264001394405 }, { "x": 87, "y": 0.99309788716854 }, { "x": 88, "y": 0.99352561695573 }, { "x": 89, "y": 0.9939252894047 }, { "x": 90, "y": 0.99429884000133 }, { "x": 91, "y": 0.99464806485644 }, { "x": 92, "y": 0.99497463108835 }, { "x": 93, "y": 0.9952800864149 }, { "x": 94, "y": 0.99556586801552 }, { "x": 95, "y": 0.99583331071904 }, { "x": 96, "y": 0.9960836545691 }, { "x": 97, "y": 0.99631805181494 }, { "x": 98, "y": 0.99653757337181 }, { "x": 99, "y": 0.99674321479179 }, { "x": 100, "y": 0.9969359017828 }, { "x": 101, "y": 0.99711649531058 }, { "x": 102, "y": 0.99728579631581 }, { "x": 103, "y": 0.997444550076 }, { "x": 104, "y": 0.9975934502395 }, { "x": 105, "y": 0.99773314255695 }, { "x": 106, "y": 0.99786422833333 }, { "x": 107, "y": 0.99798726762215 }, { "x": 108, "y": 0.99810278218156 }, { "x": 109, "y": 0.99821125821063 }, { "x": 110, "y": 0.99831314888259 }, { "x": 111, "y": 0.99840887669066 }, { "x": 112, "y": 0.99849883562061 }, { "x": 113, "y": 0.99858339316338 }, { "x": 114, "y": 0.99866289217988 }, { "x": 115, "y": 0.99873765262918 }, { "x": 116, "y": 0.99880797317045 }, { "x": 117, "y": 0.99887413264815 }, { "x": 118, "y": 0.9989363914694 }, { "x": 119, "y": 0.99899499288143 }, { "x": 120, "y": 0.99905016415684 }, { "x": 121, "y": 0.99910211769347 }, { "x": 122, "y": 0.99915105203515 }, { "x": 123, "y": 0.99919715281952 }, { "x": 124, "y": 0.999240593658 }, { "x": 125, "y": 0.99928153695319 }, { "x": 126, "y": 0.99932013465825 }, { "x": 127, "y": 0.99935652898251 }, { "x": 128, "y": 0.99939085304727 }, { "x": 129, "y": 0.99942323149553 }, { "x": 130, "y": 0.99945378105891 }, { "x": 131, "y": 0.99948261108492 }, { "x": 132, "y": 0.99950982402755 }, { "x": 133, "y": 0.9995355159037 }, { "x": 134, "y": 0.99955977671801 }, { "x": 135, "y": 0.99958269085839 }, { "x": 136, "y": 0.99960433746427 }, { "x": 137, "y": 0.99962479076959 }, { "x": 138, "y": 0.99964412042237 }, { "x": 139, "y": 0.99966239178245 }, { "x": 140, "y": 0.99967966619897 }, { "x": 141, "y": 0.99969600126907 }, { "x": 142, "y": 0.99971145107913 }, { "x": 143, "y": 0.99972606642973 }, { "x": 144, "y": 0.99973989504555 }, { "x": 145, "y": 0.99975298177115 }, { "x": 146, "y": 0.99976536875379 }, { "x": 147, "y": 0.99977709561398 }, { "x": 148, "y": 0.99978819960485 }, { "x": 149, "y": 0.99979871576087 }, { "x": 150, "y": 0.99980867703686 }, { "x": 151, "y": 0.99981811443782 }, { "x": 152, "y": 0.99982705714029 }, { "x": 153, "y": 0.99983553260576 }, { "x": 154, "y": 0.99984356668676 }, { "x": 155, "y": 0.999851183726 }, { "x": 156, "y": 0.99985840664917 }, { "x": 157, "y": 0.9998652570517 }, { "x": 158, "y": 0.99987175527997 }, { "x": 159, "y": 0.99987792050735 }, { "x": 160, "y": 0.99988377080534 }, { "x": 161, "y": 0.99988932321022 }, { "x": 162, "y": 0.99989459378542 }, { "x": 163, "y": 0.99989959768002 }, { "x": 164, "y": 0.9999043491835 }, { "x": 165, "y": 0.99990886177706 }, { "x": 166, "y": 0.99991314818177 }, { "x": 167, "y": 0.99991722040365 }, { "x": 168, "y": 0.99992108977597 }, { "x": 169, "y": 0.99992476699895 }, { "x": 170, "y": 0.99992826217696 }, { "x": 171, "y": 0.99993158485342 }, { "x": 172, "y": 0.99993474404362 }, { "x": 173, "y": 0.99993774826547 }, { "x": 174, "y": 0.99994060556836 }, { "x": 175, "y": 0.99994332356031 }, { "x": 176, "y": 0.99994590943344 }, { "x": 177, "y": 0.99994836998788 }, { "x": 178, "y": 0.9999507116543 }, { "x": 179, "y": 0.999952940515 }, { "x": 180, "y": 0.99995506232379 }, { "x": 181, "y": 0.99995708252468 }, { "x": 182, "y": 0.99995900626942 }, { "x": 183, "y": 0.999960838434 }, { "x": 184, "y": 0.99996258363424 }, { "x": 185, "y": 0.99996424624034 }, { "x": 186, "y": 0.99996583039071 }, { "x": 187, "y": 0.99996734000482 }, { "x": 188, "y": 0.9999687787955 }, { "x": 189, "y": 0.9999701502803 }, { "x": 190, "y": 0.9999714577924 }, { "x": 191, "y": 0.9999727044907 }, { "x": 192, "y": 0.99997389336948 }, { "x": 193, "y": 0.99997502726737 }, { "x": 194, "y": 0.99997610887592 }, { "x": 195, "y": 0.9999771407476 }, { "x": 196, "y": 0.99997812530335 }, { "x": 197, "y": 0.99997906483974 }, { "x": 198, "y": 0.99997996153569 }, { "x": 199, "y": 0.99998081745879 }, { "x": 200, "y": 0.99998163457132 }, { "x": 201, "y": 0.9999824147359 }, { "x": 202, "y": 0.99998315972076 }, { "x": 203, "y": 0.99998387120487 }, { "x": 204, "y": 0.99998455078258 }, { "x": 205, "y": 0.99998519996819 }, { "x": 206, "y": 0.99998582020014 }, { "x": 207, "y": 0.99998641284502 }, { "x": 208, "y": 0.99998697920135 }, { "x": 209, "y": 0.99998752050313 }, { "x": 210, "y": 0.99998803792327 }, { "x": 211, "y": 0.99998853257669 }, { "x": 212, "y": 0.9999890055234 }, { "x": 213, "y": 0.99998945777134 }, { "x": 214, "y": 0.99998989027905 }, { "x": 215, "y": 0.99999030395822 }, { "x": 216, "y": 0.99999069967612 }, { "x": 217, "y": 0.99999107825787 }, { "x": 218, "y": 0.99999144048858 }, { "x": 219, "y": 0.99999178711542 }, { "x": 220, "y": 0.99999211884953 }, { "x": 221, "y": 0.99999243636784 }, { "x": 222, "y": 0.99999274031483 }, { "x": 223, "y": 0.99999303130416 }, { "x": 224, "y": 0.99999330992018 }, { "x": 225, "y": 0.99999357671947 }, { "x": 226, "y": 0.99999383223219 }, { "x": 227, "y": 0.99999407696339 }, { "x": 228, "y": 0.9999943113943 }, { "x": 229, "y": 0.99999453598345 }, { "x": 230, "y": 0.99999475116789 }, { "x": 231, "y": 0.99999495736416 }, { "x": 232, "y": 0.99999515496934 }, { "x": 233, "y": 0.99999534436201 }, { "x": 234, "y": 0.99999552590315 }, { "x": 235, "y": 0.99999569993701 }, { "x": 236, "y": 0.99999586679191 }, { "x": 237, "y": 0.99999602678104 }, { "x": 238, "y": 0.99999618020314 }, { "x": 239, "y": 0.99999632734328 }, { "x": 240, "y": 0.99999646847346 }, { "x": 241, "y": 0.99999660385326 }, { "x": 242, "y": 0.99999673373044 }, { "x": 243, "y": 0.99999685834148 }, { "x": 244, "y": 0.99999697791218 }, { "x": 245, "y": 0.99999709265808 }, { "x": 246, "y": 0.99999720278504 }, { "x": 247, "y": 0.99999730848965 }, { "x": 248, "y": 0.99999740995965 }, { "x": 249, "y": 0.9999975073744 }, { "x": 250, "y": 0.99999760090525 } ] }, { "id": 1307, "curve_id": "L12.1", "sector": "Telecommunications", "ci_type": "Others", "ci_desc": "Central offices and broadcasting stations", "ci_detail": "N/A", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 3.2347491748621895, "sigma": 0.50000000065576622, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.235, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.916E-11 }, { "x": 2, "y": 1.8556038E-07 }, { "x": 3, "y": 9.67449072E-06 }, { "x": 4, "y": 0.0001091199943 }, { "x": 5, "y": 0.00057576318581 }, { "x": 6, "y": 0.0019509884085 }, { "x": 7, "y": 0.00497333113776 }, { "x": 8, "y": 0.01042705761319 }, { "x": 9, "y": 0.01899098778939 }, { "x": 10, "y": 0.03113781701649 }, { "x": 11, "y": 0.04709401960192 }, { "x": 12, "y": 0.06684800240546 }, { "x": 13, "y": 0.09018777125126 }, { "x": 14, "y": 0.11675149624281 }, { "x": 15, "y": 0.14607932215674 }, { "x": 16, "y": 0.17765963070782 }, { "x": 17, "y": 0.21096665786592 }, { "x": 18, "y": 0.24548878132643 }, { "x": 19, "y": 0.28074816288498 }, { "x": 20, "y": 0.31631307303839 }, { "x": 21, "y": 0.35180441320968 }, { "x": 22, "y": 0.38689788446152 }, { "x": 23, "y": 0.42132306276808 }, { "x": 24, "y": 0.45486041044668 }, { "x": 25, "y": 0.48733702607118 }, { "x": 26, "y": 0.51862173307919 }, { "x": 27, "y": 0.5486199386205 }, { "x": 28, "y": 0.57726855963109 }, { "x": 29, "y": 0.60453120951522 }, { "x": 30, "y": 0.63039376149905 }, { "x": 31, "y": 0.65486034872944 }, { "x": 32, "y": 0.6779498219372 }, { "x": 33, "y": 0.69969265900582 }, { "x": 34, "y": 0.72012830382651 }, { "x": 35, "y": 0.73930290178644 }, { "x": 36, "y": 0.75726739411871 }, { "x": 37, "y": 0.77407593161576 }, { "x": 38, "y": 0.78978456873687 }, { "x": 39, "y": 0.80445020109725 }, { "x": 40, "y": 0.81812971211686 }, { "x": 41, "y": 0.83087929781656 }, { "x": 42, "y": 0.84275394209369 }, { "x": 43, "y": 0.85380701810181 }, { "x": 44, "y": 0.86408999448363 }, { "x": 45, "y": 0.87365222809395 }, { "x": 46, "y": 0.88254082746835 }, { "x": 47, "y": 0.89080057363183 }, { "x": 48, "y": 0.89847388690661 }, { "x": 49, "y": 0.90560083018251 }, { "x": 50, "y": 0.91221914067764 }, { "x": 51, "y": 0.91836428356378 }, { "x": 52, "y": 0.92406952198277 }, { "x": 53, "y": 0.92936599896019 }, { "x": 54, "y": 0.93428282755219 }, { "x": 55, "y": 0.93884718626027 }, { "x": 56, "y": 0.94308441733458 }, { "x": 57, "y": 0.94701812607589 }, { "x": 58, "y": 0.95067027965263 }, { "x": 59, "y": 0.95406130428619 }, { "x": 60, "y": 0.95721017993414 }, { "x": 61, "y": 0.96013453182844 }, { "x": 62, "y": 0.96285071840968 }, { "x": 63, "y": 0.96537391534863 }, { "x": 64, "y": 0.96771819546564 }, { "x": 65, "y": 0.96989660445454 }, { "x": 66, "y": 0.97192123239272 }, { "x": 67, "y": 0.97380328107771 }, { "x": 68, "y": 0.97555312727541 }, { "x": 69, "y": 0.97718038199875 }, { "x": 70, "y": 0.97869394595991 }, { "x": 71, "y": 0.98010206135638 }, { "x": 72, "y": 0.98141236016212 }, { "x": 73, "y": 0.98263190910148 }, { "x": 74, "y": 0.98376725148597 }, { "x": 75, "y": 0.98482444609382 }, { "x": 76, "y": 0.98580910326932 }, { "x": 77, "y": 0.98672641841483 }, { "x": 78, "y": 0.98758120304256 }, { "x": 79, "y": 0.98837791354679 }, { "x": 80, "y": 0.98912067784993 }, { "x": 81, "y": 0.98981332006841 }, { "x": 82, "y": 0.99045938333658 }, { "x": 83, "y": 0.99106215091911 }, { "x": 84, "y": 0.99162466573463 }, { "x": 85, "y": 0.99214974840587 }, { "x": 86, "y": 0.99264001394405 }, { "x": 87, "y": 0.99309788716854 }, { "x": 88, "y": 0.99352561695573 }, { "x": 89, "y": 0.9939252894047 }, { "x": 90, "y": 0.99429884000133 }, { "x": 91, "y": 0.99464806485644 }, { "x": 92, "y": 0.99497463108835 }, { "x": 93, "y": 0.9952800864149 }, { "x": 94, "y": 0.99556586801552 }, { "x": 95, "y": 0.99583331071904 }, { "x": 96, "y": 0.9960836545691 }, { "x": 97, "y": 0.99631805181494 }, { "x": 98, "y": 0.99653757337181 }, { "x": 99, "y": 0.99674321479179 }, { "x": 100, "y": 0.9969359017828 }, { "x": 101, "y": 0.99711649531058 }, { "x": 102, "y": 0.99728579631581 }, { "x": 103, "y": 0.997444550076 }, { "x": 104, "y": 0.9975934502395 }, { "x": 105, "y": 0.99773314255695 }, { "x": 106, "y": 0.99786422833333 }, { "x": 107, "y": 0.99798726762215 }, { "x": 108, "y": 0.99810278218156 }, { "x": 109, "y": 0.99821125821063 }, { "x": 110, "y": 0.99831314888259 }, { "x": 111, "y": 0.99840887669066 }, { "x": 112, "y": 0.99849883562061 }, { "x": 113, "y": 0.99858339316338 }, { "x": 114, "y": 0.99866289217988 }, { "x": 115, "y": 0.99873765262918 }, { "x": 116, "y": 0.99880797317045 }, { "x": 117, "y": 0.99887413264815 }, { "x": 118, "y": 0.9989363914694 }, { "x": 119, "y": 0.99899499288143 }, { "x": 120, "y": 0.99905016415684 }, { "x": 121, "y": 0.99910211769347 }, { "x": 122, "y": 0.99915105203515 }, { "x": 123, "y": 0.99919715281952 }, { "x": 124, "y": 0.999240593658 }, { "x": 125, "y": 0.99928153695319 } ] }, { "id": 1308, "curve_id": "L13.1", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Above ground tanks", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 3.2347491750444912, "sigma": 0.49999999999999994, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.235, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 251, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.916E-11 }, { "x": 2, "y": 1.8556038E-07 }, { "x": 3, "y": 9.67449072E-06 }, { "x": 4, "y": 0.0001091199943 }, { "x": 5, "y": 0.00057576318581 }, { "x": 6, "y": 0.0019509884085 }, { "x": 7, "y": 0.00497333113776 }, { "x": 8, "y": 0.01042705761319 }, { "x": 9, "y": 0.01899098778939 }, { "x": 10, "y": 0.03113781701649 }, { "x": 11, "y": 0.04709401960192 }, { "x": 12, "y": 0.06684800240546 }, { "x": 13, "y": 0.09018777125126 }, { "x": 14, "y": 0.11675149624281 }, { "x": 15, "y": 0.14607932215674 }, { "x": 16, "y": 0.17765963070782 }, { "x": 17, "y": 0.21096665786592 }, { "x": 18, "y": 0.24548878132643 }, { "x": 19, "y": 0.28074816288498 }, { "x": 20, "y": 0.31631307303839 }, { "x": 21, "y": 0.35180441320968 }, { "x": 22, "y": 0.38689788446152 }, { "x": 23, "y": 0.42132306276808 }, { "x": 24, "y": 0.45486041044668 }, { "x": 25, "y": 0.48733702607118 }, { "x": 26, "y": 0.51862173307919 }, { "x": 27, "y": 0.5486199386205 }, { "x": 28, "y": 0.57726855963109 }, { "x": 29, "y": 0.60453120951522 }, { "x": 30, "y": 0.63039376149905 }, { "x": 31, "y": 0.65486034872944 }, { "x": 32, "y": 0.6779498219372 }, { "x": 33, "y": 0.69969265900582 }, { "x": 34, "y": 0.72012830382651 }, { "x": 35, "y": 0.73930290178644 }, { "x": 36, "y": 0.75726739411871 }, { "x": 37, "y": 0.77407593161576 }, { "x": 38, "y": 0.78978456873687 }, { "x": 39, "y": 0.80445020109725 }, { "x": 40, "y": 0.81812971211686 }, { "x": 41, "y": 0.83087929781656 }, { "x": 42, "y": 0.84275394209369 }, { "x": 43, "y": 0.85380701810181 }, { "x": 44, "y": 0.86408999448363 }, { "x": 45, "y": 0.87365222809395 }, { "x": 46, "y": 0.88254082746835 }, { "x": 47, "y": 0.89080057363183 }, { "x": 48, "y": 0.89847388690661 }, { "x": 49, "y": 0.90560083018251 }, { "x": 50, "y": 0.91221914067764 }, { "x": 51, "y": 0.91836428356378 }, { "x": 52, "y": 0.92406952198277 }, { "x": 53, "y": 0.92936599896019 }, { "x": 54, "y": 0.93428282755219 }, { "x": 55, "y": 0.93884718626027 }, { "x": 56, "y": 0.94308441733458 }, { "x": 57, "y": 0.94701812607589 }, { "x": 58, "y": 0.95067027965263 }, { "x": 59, "y": 0.95406130428619 }, { "x": 60, "y": 0.95721017993414 }, { "x": 61, "y": 0.96013453182844 }, { "x": 62, "y": 0.96285071840968 }, { "x": 63, "y": 0.96537391534863 }, { "x": 64, "y": 0.96771819546564 }, { "x": 65, "y": 0.96989660445454 }, { "x": 66, "y": 0.97192123239272 }, { "x": 67, "y": 0.97380328107771 }, { "x": 68, "y": 0.97555312727541 }, { "x": 69, "y": 0.97718038199875 }, { "x": 70, "y": 0.97869394595991 }, { "x": 71, "y": 0.98010206135638 }, { "x": 72, "y": 0.98141236016212 }, { "x": 73, "y": 0.98263190910148 }, { "x": 74, "y": 0.98376725148597 }, { "x": 75, "y": 0.98482444609382 }, { "x": 76, "y": 0.98580910326932 }, { "x": 77, "y": 0.98672641841483 }, { "x": 78, "y": 0.98758120304256 }, { "x": 79, "y": 0.98837791354679 }, { "x": 80, "y": 0.98912067784993 }, { "x": 81, "y": 0.98981332006841 }, { "x": 82, "y": 0.99045938333658 }, { "x": 83, "y": 0.99106215091911 }, { "x": 84, "y": 0.99162466573463 }, { "x": 85, "y": 0.99214974840587 }, { "x": 86, "y": 0.99264001394405 }, { "x": 87, "y": 0.99309788716854 }, { "x": 88, "y": 0.99352561695573 }, { "x": 89, "y": 0.9939252894047 }, { "x": 90, "y": 0.99429884000133 }, { "x": 91, "y": 0.99464806485644 }, { "x": 92, "y": 0.99497463108835 }, { "x": 93, "y": 0.9952800864149 }, { "x": 94, "y": 0.99556586801552 }, { "x": 95, "y": 0.99583331071904 }, { "x": 96, "y": 0.9960836545691 }, { "x": 97, "y": 0.99631805181494 }, { "x": 98, "y": 0.99653757337181 }, { "x": 99, "y": 0.99674321479179 }, { "x": 100, "y": 0.9969359017828 }, { "x": 101, "y": 0.99711649531058 }, { "x": 102, "y": 0.99728579631581 }, { "x": 103, "y": 0.997444550076 }, { "x": 104, "y": 0.9975934502395 }, { "x": 105, "y": 0.99773314255695 }, { "x": 106, "y": 0.99786422833333 }, { "x": 107, "y": 0.99798726762215 }, { "x": 108, "y": 0.99810278218156 }, { "x": 109, "y": 0.99821125821063 }, { "x": 110, "y": 0.99831314888259 }, { "x": 111, "y": 0.99840887669066 }, { "x": 112, "y": 0.99849883562061 }, { "x": 113, "y": 0.99858339316338 }, { "x": 114, "y": 0.99866289217988 }, { "x": 115, "y": 0.99873765262918 }, { "x": 116, "y": 0.99880797317045 }, { "x": 117, "y": 0.99887413264815 }, { "x": 118, "y": 0.9989363914694 }, { "x": 119, "y": 0.99899499288143 }, { "x": 120, "y": 0.99905016415684 }, { "x": 121, "y": 0.99910211769347 }, { "x": 122, "y": 0.99915105203515 }, { "x": 123, "y": 0.99919715281952 }, { "x": 124, "y": 0.999240593658 }, { "x": 125, "y": 0.99928153695319 }, { "x": 126, "y": 0.99932013465825 }, { "x": 127, "y": 0.99935652898251 }, { "x": 128, "y": 0.99939085304727 }, { "x": 129, "y": 0.99942323149553 }, { "x": 130, "y": 0.99945378105891 }, { "x": 131, "y": 0.99948261108492 }, { "x": 132, "y": 0.99950982402755 }, { "x": 133, "y": 0.9995355159037 }, { "x": 134, "y": 0.99955977671801 }, { "x": 135, "y": 0.99958269085839 }, { "x": 136, "y": 0.99960433746427 }, { "x": 137, "y": 0.99962479076959 }, { "x": 138, "y": 0.99964412042237 }, { "x": 139, "y": 0.99966239178245 }, { "x": 140, "y": 0.99967966619897 }, { "x": 141, "y": 0.99969600126907 }, { "x": 142, "y": 0.99971145107913 }, { "x": 143, "y": 0.99972606642973 }, { "x": 144, "y": 0.99973989504555 }, { "x": 145, "y": 0.99975298177115 }, { "x": 146, "y": 0.99976536875379 }, { "x": 147, "y": 0.99977709561398 }, { "x": 148, "y": 0.99978819960485 }, { "x": 149, "y": 0.99979871576087 }, { "x": 150, "y": 0.99980867703686 }, { "x": 151, "y": 0.99981811443782 }, { "x": 152, "y": 0.99982705714029 }, { "x": 153, "y": 0.99983553260576 }, { "x": 154, "y": 0.99984356668676 }, { "x": 155, "y": 0.999851183726 }, { "x": 156, "y": 0.99985840664917 }, { "x": 157, "y": 0.9998652570517 }, { "x": 158, "y": 0.99987175527997 }, { "x": 159, "y": 0.99987792050735 }, { "x": 160, "y": 0.99988377080534 }, { "x": 161, "y": 0.99988932321022 }, { "x": 162, "y": 0.99989459378542 }, { "x": 163, "y": 0.99989959768002 }, { "x": 164, "y": 0.9999043491835 }, { "x": 165, "y": 0.99990886177706 }, { "x": 166, "y": 0.99991314818177 }, { "x": 167, "y": 0.99991722040365 }, { "x": 168, "y": 0.99992108977597 }, { "x": 169, "y": 0.99992476699895 }, { "x": 170, "y": 0.99992826217696 }, { "x": 171, "y": 0.99993158485342 }, { "x": 172, "y": 0.99993474404362 }, { "x": 173, "y": 0.99993774826547 }, { "x": 174, "y": 0.99994060556836 }, { "x": 175, "y": 0.99994332356031 }, { "x": 176, "y": 0.99994590943344 }, { "x": 177, "y": 0.99994836998788 }, { "x": 178, "y": 0.9999507116543 }, { "x": 179, "y": 0.999952940515 }, { "x": 180, "y": 0.99995506232379 }, { "x": 181, "y": 0.99995708252468 }, { "x": 182, "y": 0.99995900626942 }, { "x": 183, "y": 0.999960838434 }, { "x": 184, "y": 0.99996258363424 }, { "x": 185, "y": 0.99996424624034 }, { "x": 186, "y": 0.99996583039071 }, { "x": 187, "y": 0.99996734000482 }, { "x": 188, "y": 0.9999687787955 }, { "x": 189, "y": 0.9999701502803 }, { "x": 190, "y": 0.9999714577924 }, { "x": 191, "y": 0.9999727044907 }, { "x": 192, "y": 0.99997389336948 }, { "x": 193, "y": 0.99997502726737 }, { "x": 194, "y": 0.99997610887592 }, { "x": 195, "y": 0.9999771407476 }, { "x": 196, "y": 0.99997812530335 }, { "x": 197, "y": 0.99997906483974 }, { "x": 198, "y": 0.99997996153569 }, { "x": 199, "y": 0.99998081745879 }, { "x": 200, "y": 0.99998163457132 }, { "x": 201, "y": 0.9999824147359 }, { "x": 202, "y": 0.99998315972076 }, { "x": 203, "y": 0.99998387120487 }, { "x": 204, "y": 0.99998455078258 }, { "x": 205, "y": 0.99998519996819 }, { "x": 206, "y": 0.99998582020014 }, { "x": 207, "y": 0.99998641284502 }, { "x": 208, "y": 0.99998697920135 }, { "x": 209, "y": 0.99998752050313 }, { "x": 210, "y": 0.99998803792327 }, { "x": 211, "y": 0.99998853257669 }, { "x": 212, "y": 0.9999890055234 }, { "x": 213, "y": 0.99998945777134 }, { "x": 214, "y": 0.99998989027905 }, { "x": 215, "y": 0.99999030395822 }, { "x": 216, "y": 0.99999069967612 }, { "x": 217, "y": 0.99999107825787 }, { "x": 218, "y": 0.99999144048858 }, { "x": 219, "y": 0.99999178711542 }, { "x": 220, "y": 0.99999211884953 }, { "x": 221, "y": 0.99999243636784 }, { "x": 222, "y": 0.99999274031483 }, { "x": 223, "y": 0.99999303130416 }, { "x": 224, "y": 0.99999330992018 }, { "x": 225, "y": 0.99999357671947 }, { "x": 226, "y": 0.99999383223219 }, { "x": 227, "y": 0.99999407696339 }, { "x": 228, "y": 0.9999943113943 }, { "x": 229, "y": 0.99999453598345 }, { "x": 230, "y": 0.99999475116789 }, { "x": 231, "y": 0.99999495736416 }, { "x": 232, "y": 0.99999515496934 }, { "x": 233, "y": 0.99999534436201 }, { "x": 234, "y": 0.99999552590315 }, { "x": 235, "y": 0.99999569993701 }, { "x": 236, "y": 0.99999586679191 }, { "x": 237, "y": 0.99999602678104 }, { "x": 238, "y": 0.99999618020314 }, { "x": 239, "y": 0.99999632734328 }, { "x": 240, "y": 0.99999646847346 }, { "x": 241, "y": 0.99999660385326 }, { "x": 242, "y": 0.99999673373044 }, { "x": 243, "y": 0.99999685834148 }, { "x": 244, "y": 0.99999697791218 }, { "x": 245, "y": 0.99999709265808 }, { "x": 246, "y": 0.99999720278504 }, { "x": 247, "y": 0.99999730848965 }, { "x": 248, "y": 0.99999740995965 }, { "x": 249, "y": 0.9999975073744 }, { "x": 250, "y": 0.99999760090525 } ] }, { "id": 1309, "curve_id": "L13.12", "sector": "Water", "ci_type": "Water storage tanks", "ci_desc": "Water storage tanks", "ci_detail": "Buried concrete tank", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 2.7167157477799, "sigma": 0.770538383155062, "method": "Curve fitting", "mu_sigma_quality": 0.99734889179335662, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.717, σ=0.771, R²=0.997; Mu/sigma can be used for reconstruction (quality: 0.997); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Peak Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.000115507 }, { "x": 2, "y": 0.006343428 }, { "x": 3, "y": 0.0307122455746215 }, { "x": 4, "y": 0.069725358 }, { "x": 5, "y": 0.114123695317043 }, { "x": 6, "y": 0.158349724630645 }, { "x": 7, "y": 0.200419064963424 }, { "x": 8, "y": 0.240090400601128 }, { "x": 9, "y": 0.277714877449216 }, { "x": 10, "y": 0.313728570339522 }, { "x": 11, "y": 0.34847698285875 }, { "x": 12, "y": 0.382180080552629 }, { "x": 13, "y": 0.414948318453787 }, { "x": 14, "y": 0.446812207710207 }, { "x": 15, "y": 0.47775107568176 }, { "x": 16, "y": 0.507716367 }, { "x": 17, "y": 0.536648734815393 }, { "x": 18, "y": 0.564489629521069 }, { "x": 19, "y": 0.591188499920625 }, { "x": 20, "y": 0.616706734975249 }, { "x": 21, "y": 0.641019302974571 }, { "x": 22, "y": 0.664114853032177 }, { "x": 23, "y": 0.68599485413631 }, { "x": 24, "y": 0.706672188025494 }, { "x": 25, "y": 0.726169485621556 }, { "x": 26, "y": 0.744517400455774 }, { "x": 27, "y": 0.761752941708472 }, { "x": 28, "y": 0.777917938963939 }, { "x": 29, "y": 0.793057675815189 }, { "x": 30, "y": 0.807219706048259 }, { "x": 31, "y": 0.820452851110987 }, { "x": 32, "y": 0.832806368 }, { "x": 33, "y": 0.844329275511314 }, { "x": 34, "y": 0.855069811210094 }, { "x": 35, "y": 0.865075017692359 }, { "x": 36, "y": 0.874390424002414 }, { "x": 37, "y": 0.883059816030276 }, { "x": 38, "y": 0.891125077973316 }, { "x": 39, "y": 0.89862609247223 }, { "x": 40, "y": 0.905600688 }, { "x": 41, "y": 0.912084625703231 }, { "x": 42, "y": 0.918111612 }, { "x": 43, "y": 0.92371334104532 }, { "x": 44, "y": 0.928919546372254 }, { "x": 45, "y": 0.933758072726059 }, { "x": 46, "y": 0.938254952167221 }, { "x": 47, "y": 0.942434487846809 }, { "x": 48, "y": 0.946319340923091 }, { "x": 49, "y": 0.949930618967645 }, { "x": 50, "y": 0.953287964336655 }, { "x": 51, "y": 0.956409641332686 }, { "x": 52, "y": 0.959312621268908 }, { "x": 53, "y": 0.962012664781427 }, { "x": 54, "y": 0.964524400924505 }, { "x": 55, "y": 0.966861402735494 }, { "x": 56, "y": 0.969036259077488 }, { "x": 57, "y": 0.971060642663438 }, { "x": 58, "y": 0.972945374240202 }, { "x": 59, "y": 0.974700483 }, { "x": 60, "y": 0.976335263079528 }, { "x": 61, "y": 0.977858326917083 }, { "x": 62, "y": 0.979277654505599 }, { "x": 63, "y": 0.980600639789803 }, { "x": 64, "y": 0.981834133710107 }, { "x": 65, "y": 0.98298448427904 }, { "x": 66, "y": 0.984057573827049 }, { "x": 67, "y": 0.985058853584892 }, { "x": 68, "y": 0.985993375766791 }, { "x": 69, "y": 0.9868658233139 }, { "x": 70, "y": 0.987680537 }, { "x": 71, "y": 0.988441543 }, { "x": 72, "y": 0.98915257304249 }, { "x": 73, "y": 0.989817088682563 }, { "x": 74, "y": 0.990438301360073 }, { "x": 75, "y": 0.991019190494949 }, { "x": 76, "y": 0.991562520981202 }, { "x": 77, "y": 0.99207085916395 }, { "x": 78, "y": 0.992546587606658 }, { "x": 79, "y": 0.992991919 }, { "x": 80, "y": 0.993408907469403 }, { "x": 81, "y": 0.993799462840853 }, { "x": 82, "y": 0.994165358802007 }, { "x": 83, "y": 0.994508244161562 }, { "x": 84, "y": 0.994829652 }, { "x": 85, "y": 0.995131007112164 }, { "x": 86, "y": 0.995413635987443 }, { "x": 87, "y": 0.995678771954758 }, { "x": 88, "y": 0.995927562960261 }, { "x": 89, "y": 0.996161077566575 }, { "x": 90, "y": 0.996380310696999 }, { "x": 91, "y": 0.996586188948545 }, { "x": 92, "y": 0.996779575506994 }, { "x": 93, "y": 0.996961274694573 }, { "x": 94, "y": 0.997132036178481 }, { "x": 95, "y": 0.99729255886631 }, { "x": 96, "y": 0.997443494512348 }, { "x": 97, "y": 0.997585451 }, { "x": 98, "y": 0.9977189957192 }, { "x": 99, "y": 0.997844657862196 }, { "x": 100, "y": 0.997962931647472 }, { "x": 101, "y": 0.998074278495386 }, { "x": 102, "y": 0.998179129 }, { "x": 103, "y": 0.998277886872356 }, { "x": 104, "y": 0.998370927 }, { "x": 105, "y": 0.998458602144691 }, { "x": 106, "y": 0.998541240359364 }, { "x": 107, "y": 0.998619149 }, { "x": 108, "y": 0.99869261677229 }, { "x": 109, "y": 0.998761912 }, { "x": 110, "y": 0.998827286001158 }, { "x": 111, "y": 0.998888975449661 }, { "x": 112, "y": 0.998947200810387 }, { "x": 113, "y": 0.999002168850463 }, { "x": 114, "y": 0.999054073273664 }, { "x": 115, "y": 0.999103095590264 }, { "x": 116, "y": 0.999149405926114 }, { "x": 117, "y": 0.999193164 }, { "x": 118, "y": 0.999234518701059 }, { "x": 119, "y": 0.999273610986988 }, { "x": 120, "y": 0.999310572244976 }, { "x": 121, "y": 0.999345525980165 }, { "x": 122, "y": 0.999378588117702 }, { "x": 123, "y": 0.999409867493464 }, { "x": 124, "y": 0.9994394663114 }, { "x": 125, "y": 0.999467480569878 } ] }, { "id": 1310, "curve_id": "L16.1", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "", "source_type": "Project Report", "source_abbrev": "Eidinger (1984)", "source_detail": "Eidinger, J. M.: Water-distribution, in: U.S. Geological Survey Professional Paper, Nummer 1552, edited by: Schiff, A. J. and Holzer, T. L., U.S. Government Printing Office, Washington, DC, 63–78, 1984.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 13.997391335760945, "sigma": 4.7327990154867479, "method": "Curve fitting", "mu_sigma_quality": 0.9993116449973326, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=13.997, σ=4.733, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Mexico", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.002061866 }, { "x": 2, "y": 0.002977188 }, { "x": 3, "y": 0.00369092 }, { "x": 4, "y": 0.004298849 }, { "x": 5, "y": 0.004838542 }, { "x": 6, "y": 0.005329427 }, { "x": 7, "y": 0.005783122 }, { "x": 8, "y": 0.006207234 }, { "x": 9, "y": 0.00660707 }, { "x": 10, "y": 0.006986512 }, { "x": 11, "y": 0.007348497 }, { "x": 12, "y": 0.007695316 }, { "x": 13, "y": 0.008028795 }, { "x": 14, "y": 0.008350419 }, { "x": 15, "y": 0.008661413 }, { "x": 16, "y": 0.008962806 }, { "x": 17, "y": 0.009255467 }, { "x": 18, "y": 0.009540142 }, { "x": 19, "y": 0.009817475 }, { "x": 20, "y": 0.0100880282489156 }, { "x": 21, "y": 0.0103522944995342 }, { "x": 22, "y": 0.0106107092128497 }, { "x": 23, "y": 0.0108636595009653 }, { "x": 24, "y": 0.0111114912882482 }, { "x": 25, "y": 0.0113545152148359 }, { "x": 26, "y": 0.0115930114931618 }, { "x": 27, "y": 0.0118272339360894 }, { "x": 28, "y": 0.0120574133232404 }, { "x": 29, "y": 0.0122837602338762 }, { "x": 30, "y": 0.0125064674462518 }, { "x": 31, "y": 0.012725712 }, { "x": 32, "y": 0.0129416568574263 }, { "x": 33, "y": 0.0131544525924987 }, { "x": 34, "y": 0.0133642385158045 }, { "x": 35, "y": 0.0135711438997025 }, { "x": 36, "y": 0.0137752889511114 }, { "x": 37, "y": 0.013976785680046 }, { "x": 38, "y": 0.014175738663833 }, { "x": 39, "y": 0.0143722457219364 }, { "x": 40, "y": 0.014566398513865 }, { "x": 41, "y": 0.0147582830706229 }, { "x": 42, "y": 0.0149479802685244 }, { "x": 43, "y": 0.0151355662528416 }, { "x": 44, "y": 0.0153211128176332 }, { "x": 45, "y": 0.0155046877471788 }, { "x": 46, "y": 0.015686355 }, { "x": 47, "y": 0.0158661756050819 }, { "x": 48, "y": 0.0160442066768955 }, { "x": 49, "y": 0.0162205028802804 }, { "x": 50, "y": 0.016395116019706 }, { "x": 51, "y": 0.0165680953520148 }, { "x": 52, "y": 0.0167394877590042 }, { "x": 53, "y": 0.0169093379052365 }, { "x": 54, "y": 0.017077688382594 }, { "x": 55, "y": 0.01724458 }, { "x": 56, "y": 0.017410051 }, { "x": 57, "y": 0.017574139 }, { "x": 58, "y": 0.0177368800324922 }, { "x": 59, "y": 0.017898307211673 }, { "x": 60, "y": 0.0180584534784946 }, { "x": 61, "y": 0.0182173500956227 }, { "x": 62, "y": 0.018375027 }, { "x": 63, "y": 0.0185315131959122 }, { "x": 64, "y": 0.0186868361748717 }, { "x": 65, "y": 0.0188410226218988 }, { "x": 66, "y": 0.018994098 }, { "x": 67, "y": 0.019146087414661 }, { "x": 68, "y": 0.0192970141688963 }, { "x": 69, "y": 0.01944690130358 }, { "x": 70, "y": 0.0195957708934175 }, { "x": 71, "y": 0.019743644 }, { "x": 72, "y": 0.0198905418932682 }, { "x": 73, "y": 0.0200364837197141 }, { "x": 74, "y": 0.0201814889029792 }, { "x": 75, "y": 0.0203255759915239 }, { "x": 76, "y": 0.0204687629248055 }, { "x": 77, "y": 0.020611067 }, { "x": 78, "y": 0.020752505 }, { "x": 79, "y": 0.020893094 }, { "x": 80, "y": 0.021032848 }, { "x": 81, "y": 0.021171783875318 }, { "x": 82, "y": 0.021309916 }, { "x": 83, "y": 0.021447258 }, { "x": 84, "y": 0.021583825 }, { "x": 85, "y": 0.02171963 }, { "x": 86, "y": 0.021854686 }, { "x": 87, "y": 0.0219890059039318 }, { "x": 88, "y": 0.0221226021052746 }, { "x": 89, "y": 0.0222554866646345 }, { "x": 90, "y": 0.0223876713056114 }, { "x": 91, "y": 0.0225191674308777 }, { "x": 92, "y": 0.0226499861343855 }, { "x": 93, "y": 0.022780138 }, { "x": 94, "y": 0.0229096341774646 }, { "x": 95, "y": 0.0230384842631221 }, { "x": 96, "y": 0.0231666984397664 }, { "x": 97, "y": 0.023294286 }, { "x": 98, "y": 0.023421258 }, { "x": 99, "y": 0.0235476214296125 }, { "x": 100, "y": 0.0236733866848321 }, { "x": 101, "y": 0.0237985622181455 }, { "x": 102, "y": 0.0239231565929748 }, { "x": 103, "y": 0.0240471781658407 }, { "x": 104, "y": 0.0241706350933176 }, { "x": 105, "y": 0.02429353533869 }, { "x": 106, "y": 0.0244158866783262 }, { "x": 107, "y": 0.024537697 }, { "x": 108, "y": 0.0246589728476628 }, { "x": 109, "y": 0.024779722349211 }, { "x": 110, "y": 0.024899952 }, { "x": 111, "y": 0.02501967 }, { "x": 112, "y": 0.0251388811075753 }, { "x": 113, "y": 0.0252575933650831 }, { "x": 114, "y": 0.025375813 }, { "x": 115, "y": 0.0254935459965972 }, { "x": 116, "y": 0.025610799 }, { "x": 117, "y": 0.0257275777136112 }, { "x": 118, "y": 0.025843888 }, { "x": 119, "y": 0.0259597365965783 }, { "x": 120, "y": 0.0260751282035832 } ] }, { "id": 1311, "curve_id": "L16.10", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: PVC, joint type: rubber gasket", "source_type": "Project Report", "source_abbrev": "Eidinger (1984)", "source_detail": "Eidinger, J. M.: Water-distribution, in: U.S. Geological Survey Professional Paper, Nummer 1552, edited by: Schiff, A. J. and Holzer, T. L., U.S. Government Printing Office, Washington, DC, 63–78, 1984.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 14.744587518543529, "sigma": 4.8808967757805783, "method": "Curve fitting", "mu_sigma_quality": 0.99938354442028532, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=14.745, σ=4.881, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Mexico", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001649493 }, { "x": 2, "y": 0.002381751 }, { "x": 3, "y": 0.002952736 }, { "x": 4, "y": 0.003439079 }, { "x": 5, "y": 0.003870833 }, { "x": 6, "y": 0.004263542 }, { "x": 7, "y": 0.004626498 }, { "x": 8, "y": 0.004965787 }, { "x": 9, "y": 0.005285656 }, { "x": 10, "y": 0.005589209 }, { "x": 11, "y": 0.005878798 }, { "x": 12, "y": 0.006156253 }, { "x": 13, "y": 0.006423036 }, { "x": 14, "y": 0.006680335 }, { "x": 15, "y": 0.006929131 }, { "x": 16, "y": 0.007170245 }, { "x": 17, "y": 0.007404373 }, { "x": 18, "y": 0.007632113 }, { "x": 19, "y": 0.00785398 }, { "x": 20, "y": 0.008070423 }, { "x": 21, "y": 0.008281836 }, { "x": 22, "y": 0.008488567 }, { "x": 23, "y": 0.008690928 }, { "x": 24, "y": 0.008889193 }, { "x": 25, "y": 0.009083612 }, { "x": 26, "y": 0.009274409 }, { "x": 27, "y": 0.009461787 }, { "x": 28, "y": 0.009645931 }, { "x": 29, "y": 0.009827008 }, { "x": 30, "y": 0.010005174 }, { "x": 31, "y": 0.0101805695855596 }, { "x": 32, "y": 0.010353325485941 }, { "x": 33, "y": 0.010523562 }, { "x": 34, "y": 0.010691391 }, { "x": 35, "y": 0.010856915119762 }, { "x": 36, "y": 0.0110202311608891 }, { "x": 37, "y": 0.0111814285440368 }, { "x": 38, "y": 0.0113405909310664 }, { "x": 39, "y": 0.0114977965775491 }, { "x": 40, "y": 0.011653118811092 }, { "x": 41, "y": 0.0118066264564983 }, { "x": 42, "y": 0.011958384 }, { "x": 43, "y": 0.012108453 }, { "x": 44, "y": 0.0122568902541066 }, { "x": 45, "y": 0.012403750197743 }, { "x": 46, "y": 0.0125490840989274 }, { "x": 47, "y": 0.0126929404840655 }, { "x": 48, "y": 0.0128353653415164 }, { "x": 49, "y": 0.0129764023042243 }, { "x": 50, "y": 0.013116093 }, { "x": 51, "y": 0.0132544762816118 }, { "x": 52, "y": 0.0133915902072034 }, { "x": 53, "y": 0.0135274703241892 }, { "x": 54, "y": 0.0136621507060752 }, { "x": 55, "y": 0.0137956638743341 }, { "x": 56, "y": 0.0139280408959269 }, { "x": 57, "y": 0.014059311 }, { "x": 58, "y": 0.0141895040259937 }, { "x": 59, "y": 0.0143186457693384 }, { "x": 60, "y": 0.0144467627827957 }, { "x": 61, "y": 0.0145738800764982 }, { "x": 62, "y": 0.0147000216516378 }, { "x": 63, "y": 0.0148252105567298 }, { "x": 64, "y": 0.0149494689398974 }, { "x": 65, "y": 0.015072818097519 }, { "x": 66, "y": 0.0151952785195404 }, { "x": 67, "y": 0.0153168699317288 }, { "x": 68, "y": 0.015437611 }, { "x": 69, "y": 0.015557521042864 }, { "x": 70, "y": 0.015676616714734 }, { "x": 71, "y": 0.0157949153893825 }, { "x": 72, "y": 0.015912434 }, { "x": 73, "y": 0.016029187 }, { "x": 74, "y": 0.016145191 }, { "x": 75, "y": 0.016260461 }, { "x": 76, "y": 0.01637501 }, { "x": 77, "y": 0.0164888536488012 }, { "x": 78, "y": 0.016602004 }, { "x": 79, "y": 0.0167144748989296 }, { "x": 80, "y": 0.0168262784702281 }, { "x": 81, "y": 0.016937427 }, { "x": 82, "y": 0.0170479326411662 }, { "x": 83, "y": 0.0171578065891079 }, { "x": 84, "y": 0.0172670600990533 }, { "x": 85, "y": 0.0173757039988614 }, { "x": 86, "y": 0.0174837488025944 }, { "x": 87, "y": 0.0175912047231454 }, { "x": 88, "y": 0.0176980816842197 }, { "x": 89, "y": 0.0178043893317076 }, { "x": 90, "y": 0.017910137 }, { "x": 91, "y": 0.0180153339447022 }, { "x": 92, "y": 0.0181199889075084 }, { "x": 93, "y": 0.0182241105703849 }, { "x": 94, "y": 0.0183277073419717 }, { "x": 95, "y": 0.0184307874104977 }, { "x": 96, "y": 0.0185333587518131 }, { "x": 97, "y": 0.0186354291370473 }, { "x": 98, "y": 0.018737006 }, { "x": 99, "y": 0.01883809714369 }, { "x": 100, "y": 0.018938709 }, { "x": 101, "y": 0.0190388497745164 }, { "x": 102, "y": 0.0191385252743798 }, { "x": 103, "y": 0.0192377425326726 }, { "x": 104, "y": 0.019336508 }, { "x": 105, "y": 0.019434828270952 }, { "x": 106, "y": 0.019532709 }, { "x": 107, "y": 0.019630157 }, { "x": 108, "y": 0.019727178 }, { "x": 109, "y": 0.019823778 }, { "x": 110, "y": 0.0199199618397661 }, { "x": 111, "y": 0.0200157357020987 }, { "x": 112, "y": 0.020111105 }, { "x": 113, "y": 0.0202060746920665 }, { "x": 114, "y": 0.0203006503049111 }, { "x": 115, "y": 0.0203948367972778 }, { "x": 116, "y": 0.0204886391331164 }, { "x": 117, "y": 0.020582062 }, { "x": 118, "y": 0.020675111 }, { "x": 119, "y": 0.0207677892772627 }, { "x": 120, "y": 0.0208601025628665 } ] }, { "id": 1312, "curve_id": "L16.11", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: ductile iron, joint type: rubber gasket", "source_type": "Project Report", "source_abbrev": "Eidinger (1984)", "source_detail": "Eidinger, J. M.: Water-distribution, in: U.S. Geological Survey Professional Paper, Nummer 1552, edited by: Schiff, A. J. and Holzer, T. L., U.S. Government Printing Office, Washington, DC, 63–78, 1984.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 16.841918573295061, "sigma": 4.9999987032007231, "method": "Curve fitting", "mu_sigma_quality": 0.99431673040963464, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=16.842, σ=5.000, R²=0.994; Mu/sigma can be used for reconstruction (quality: 0.994); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Mexico", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.00061856 }, { "x": 2, "y": 0.000893156 }, { "x": 3, "y": 0.001107276 }, { "x": 4, "y": 0.001289655 }, { "x": 5, "y": 0.001451563 }, { "x": 6, "y": 0.001598828 }, { "x": 7, "y": 0.001734937 }, { "x": 8, "y": 0.00186217 }, { "x": 9, "y": 0.001982121 }, { "x": 10, "y": 0.002095954 }, { "x": 11, "y": 0.002204549 }, { "x": 12, "y": 0.002308595 }, { "x": 13, "y": 0.002408638 }, { "x": 14, "y": 0.002505126 }, { "x": 15, "y": 0.002598424 }, { "x": 16, "y": 0.002688842 }, { "x": 17, "y": 0.00277664 }, { "x": 18, "y": 0.002862042 }, { "x": 19, "y": 0.002945242 }, { "x": 20, "y": 0.003026408 }, { "x": 21, "y": 0.003105688 }, { "x": 22, "y": 0.003183213 }, { "x": 23, "y": 0.003259098 }, { "x": 24, "y": 0.003333447 }, { "x": 25, "y": 0.003406355 }, { "x": 26, "y": 0.003477903 }, { "x": 27, "y": 0.00354817 }, { "x": 28, "y": 0.003617224 }, { "x": 29, "y": 0.003685128 }, { "x": 30, "y": 0.00375194 }, { "x": 31, "y": 0.003817714 }, { "x": 32, "y": 0.003882497 }, { "x": 33, "y": 0.003946336 }, { "x": 34, "y": 0.004009272 }, { "x": 35, "y": 0.004071343 }, { "x": 36, "y": 0.004132587 }, { "x": 37, "y": 0.004193036 }, { "x": 38, "y": 0.004252722 }, { "x": 39, "y": 0.004311674 }, { "x": 40, "y": 0.00436992 }, { "x": 41, "y": 0.004427485 }, { "x": 42, "y": 0.004484394 }, { "x": 43, "y": 0.00454067 }, { "x": 44, "y": 0.004596334 }, { "x": 45, "y": 0.004651406 }, { "x": 46, "y": 0.004705907 }, { "x": 47, "y": 0.004759853 }, { "x": 48, "y": 0.004813262 }, { "x": 49, "y": 0.004866151 }, { "x": 50, "y": 0.004918535 }, { "x": 51, "y": 0.004970429 }, { "x": 52, "y": 0.005021846 }, { "x": 53, "y": 0.005072801 }, { "x": 54, "y": 0.005123307 }, { "x": 55, "y": 0.005173374 }, { "x": 56, "y": 0.005223015 }, { "x": 57, "y": 0.005272242 }, { "x": 58, "y": 0.005321064 }, { "x": 59, "y": 0.005369492 }, { "x": 60, "y": 0.005417536 }, { "x": 61, "y": 0.005465205 }, { "x": 62, "y": 0.005512508 }, { "x": 63, "y": 0.005559454 }, { "x": 64, "y": 0.005606051 }, { "x": 65, "y": 0.005652307 }, { "x": 66, "y": 0.005698229 }, { "x": 67, "y": 0.005743826 }, { "x": 68, "y": 0.005789104 }, { "x": 69, "y": 0.00583407 }, { "x": 70, "y": 0.005878731 }, { "x": 71, "y": 0.005923093 }, { "x": 72, "y": 0.005967163 }, { "x": 73, "y": 0.006010945 }, { "x": 74, "y": 0.006054447 }, { "x": 75, "y": 0.006097673 }, { "x": 76, "y": 0.006140629 }, { "x": 77, "y": 0.00618332 }, { "x": 78, "y": 0.006225752 }, { "x": 79, "y": 0.006267928 }, { "x": 80, "y": 0.006309854 }, { "x": 81, "y": 0.006351535 }, { "x": 82, "y": 0.006392975 }, { "x": 83, "y": 0.006434177 }, { "x": 84, "y": 0.006475148 }, { "x": 85, "y": 0.006515889 }, { "x": 86, "y": 0.006556406 }, { "x": 87, "y": 0.006596702 }, { "x": 88, "y": 0.006636781 }, { "x": 89, "y": 0.006676646 }, { "x": 90, "y": 0.006716301 }, { "x": 91, "y": 0.00675575 }, { "x": 92, "y": 0.006794996 }, { "x": 93, "y": 0.006834041 }, { "x": 94, "y": 0.00687289 }, { "x": 95, "y": 0.006911545 }, { "x": 96, "y": 0.00695001 }, { "x": 97, "y": 0.006988286 }, { "x": 98, "y": 0.007026377 }, { "x": 99, "y": 0.007064286 }, { "x": 100, "y": 0.007102016 }, { "x": 101, "y": 0.007139569 }, { "x": 102, "y": 0.007176947 }, { "x": 103, "y": 0.007214153 }, { "x": 104, "y": 0.007251191 }, { "x": 105, "y": 0.007288061 }, { "x": 106, "y": 0.007324766 }, { "x": 107, "y": 0.007361309 }, { "x": 108, "y": 0.007397692 }, { "x": 109, "y": 0.007433917 }, { "x": 110, "y": 0.007469986 }, { "x": 111, "y": 0.007505901 }, { "x": 112, "y": 0.007541664 }, { "x": 113, "y": 0.007577278 }, { "x": 114, "y": 0.007612744 }, { "x": 115, "y": 0.007648064 }, { "x": 116, "y": 0.00768324 }, { "x": 117, "y": 0.007718273 }, { "x": 118, "y": 0.007753167 }, { "x": 119, "y": 0.007787921 }, { "x": 120, "y": 0.007822538 } ] }, { "id": 1313, "curve_id": "L16.12", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 24.532599470935722, "sigma": 8.7222968559815932, "method": "Probit regression", "mu_sigma_quality": 0.99939236677432, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Vulnerability curve - already in 0-1 range; Probit: Successful - R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Japan", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.002583146 }, { "x": 2, "y": 0.003222386 }, { "x": 3, "y": 0.003667335 }, { "x": 4, "y": 0.004019815 }, { "x": 5, "y": 0.004316387 }, { "x": 6, "y": 0.004574875 }, { "x": 7, "y": 0.004805463 }, { "x": 8, "y": 0.005014581 }, { "x": 9, "y": 0.005206577 }, { "x": 10, "y": 0.005384544 }, { "x": 11, "y": 0.00555077 }, { "x": 12, "y": 0.005706999 }, { "x": 13, "y": 0.005854595 }, { "x": 14, "y": 0.005994649 }, { "x": 15, "y": 0.006128047 }, { "x": 16, "y": 0.006255517 }, { "x": 17, "y": 0.006377672 }, { "x": 18, "y": 0.006495026 }, { "x": 19, "y": 0.00660802 }, { "x": 20, "y": 0.006717034 }, { "x": 21, "y": 0.006822396 }, { "x": 22, "y": 0.006924394 }, { "x": 23, "y": 0.007023282 }, { "x": 24, "y": 0.007119284 }, { "x": 25, "y": 0.007212599 }, { "x": 26, "y": 0.007303406 }, { "x": 27, "y": 0.007391864 }, { "x": 28, "y": 0.007478119 }, { "x": 29, "y": 0.0075623 }, { "x": 30, "y": 0.007644527 }, { "x": 31, "y": 0.007724908 }, { "x": 32, "y": 0.007803542 }, { "x": 33, "y": 0.00788052 }, { "x": 34, "y": 0.007955926 }, { "x": 35, "y": 0.008029836 }, { "x": 36, "y": 0.008102321 }, { "x": 37, "y": 0.008173448 }, { "x": 38, "y": 0.008243277 }, { "x": 39, "y": 0.008311866 }, { "x": 40, "y": 0.008379268 }, { "x": 41, "y": 0.008445532 }, { "x": 42, "y": 0.008510704 }, { "x": 43, "y": 0.008574827 }, { "x": 44, "y": 0.008637943 }, { "x": 45, "y": 0.00870009 }, { "x": 46, "y": 0.008761303 }, { "x": 47, "y": 0.008821616 }, { "x": 48, "y": 0.008881062 }, { "x": 49, "y": 0.00893967 }, { "x": 50, "y": 0.008997469 }, { "x": 51, "y": 0.009054487 }, { "x": 52, "y": 0.009110748 }, { "x": 53, "y": 0.009166276 }, { "x": 54, "y": 0.009221096 }, { "x": 55, "y": 0.009275229 }, { "x": 56, "y": 0.009328696 }, { "x": 57, "y": 0.009381516 }, { "x": 58, "y": 0.009433709 }, { "x": 59, "y": 0.009485293 }, { "x": 60, "y": 0.009536284 }, { "x": 61, "y": 0.009586701 }, { "x": 62, "y": 0.009636557 }, { "x": 63, "y": 0.009685869 }, { "x": 64, "y": 0.00973465 }, { "x": 65, "y": 0.009782916 }, { "x": 66, "y": 0.009830678 }, { "x": 67, "y": 0.00987795 }, { "x": 68, "y": 0.009924743 }, { "x": 69, "y": 0.009971071 }, { "x": 70, "y": 0.0100169434412091 }, { "x": 71, "y": 0.0100623717960239 }, { "x": 72, "y": 0.0101073664863948 }, { "x": 73, "y": 0.0101519375900995 }, { "x": 74, "y": 0.0101960948164889 }, { "x": 75, "y": 0.010239847524732 }, { "x": 76, "y": 0.010283205 }, { "x": 77, "y": 0.0103261751741599 }, { "x": 78, "y": 0.010368767 }, { "x": 79, "y": 0.0104109890326824 }, { "x": 80, "y": 0.0104528484224588 }, { "x": 81, "y": 0.0104943529841722 }, { "x": 82, "y": 0.01053551 }, { "x": 83, "y": 0.010576327 }, { "x": 84, "y": 0.01061681 }, { "x": 85, "y": 0.0106569660969517 }, { "x": 86, "y": 0.0106968018966078 }, { "x": 87, "y": 0.0107363234885089 }, { "x": 88, "y": 0.0107755369202945 }, { "x": 89, "y": 0.0108144480560574 }, { "x": 90, "y": 0.0108530625839073 }, { "x": 91, "y": 0.0108913860231414 }, { "x": 92, "y": 0.0109294237310483 }, { "x": 93, "y": 0.0109671809093662 }, { "x": 94, "y": 0.0110046626104179 }, { "x": 95, "y": 0.011041873742941 }, { "x": 96, "y": 0.0110788190776319 }, { "x": 97, "y": 0.0111155032524202 }, { "x": 98, "y": 0.01115193077749 }, { "x": 99, "y": 0.0111881060400616 }, { "x": 100, "y": 0.011224033 }, { "x": 101, "y": 0.0112597167388996 }, { "x": 102, "y": 0.0112951603747462 }, { "x": 103, "y": 0.011330368155352 }, { "x": 104, "y": 0.0113653439173898 }, { "x": 105, "y": 0.0114000913989467 }, { "x": 106, "y": 0.011434614 }, { "x": 107, "y": 0.0114689160005544 }, { "x": 108, "y": 0.0115030001341052 }, { "x": 109, "y": 0.0115368700203385 }, { "x": 110, "y": 0.011570529 }, { "x": 111, "y": 0.0116039801464897 }, { "x": 112, "y": 0.0116372267367805 }, { "x": 113, "y": 0.0116702717856816 }, { "x": 114, "y": 0.0117031182824061 }, { "x": 115, "y": 0.0117357691460753 }, { "x": 116, "y": 0.0117682272279558 }, { "x": 117, "y": 0.0118004953136063 }, { "x": 118, "y": 0.011832576 }, { "x": 119, "y": 0.0118644723221996 }, { "x": 120, "y": 0.0118961865058692 } ] }, { "id": 1314, "curve_id": "L16.13", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: cast iron, joint type: cement", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 13.997391335760945, "sigma": 4.7327990154867479, "method": "Curve fitting", "mu_sigma_quality": 0.9993116449973326, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=13.997, σ=4.733, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Japan", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.002061866 }, { "x": 2, "y": 0.002977188 }, { "x": 3, "y": 0.00369092 }, { "x": 4, "y": 0.004298849 }, { "x": 5, "y": 0.004838542 }, { "x": 6, "y": 0.005329427 }, { "x": 7, "y": 0.005783122 }, { "x": 8, "y": 0.006207234 }, { "x": 9, "y": 0.00660707 }, { "x": 10, "y": 0.006986512 }, { "x": 11, "y": 0.007348497 }, { "x": 12, "y": 0.007695316 }, { "x": 13, "y": 0.008028795 }, { "x": 14, "y": 0.008350419 }, { "x": 15, "y": 0.008661413 }, { "x": 16, "y": 0.008962806 }, { "x": 17, "y": 0.009255467 }, { "x": 18, "y": 0.009540142 }, { "x": 19, "y": 0.009817475 }, { "x": 20, "y": 0.0100880282489156 }, { "x": 21, "y": 0.0103522944995342 }, { "x": 22, "y": 0.0106107092128497 }, { "x": 23, "y": 0.0108636595009653 }, { "x": 24, "y": 0.0111114912882482 }, { "x": 25, "y": 0.0113545152148359 }, { "x": 26, "y": 0.0115930114931618 }, { "x": 27, "y": 0.0118272339360894 }, { "x": 28, "y": 0.0120574133232404 }, { "x": 29, "y": 0.0122837602338762 }, { "x": 30, "y": 0.0125064674462518 }, { "x": 31, "y": 0.012725712 }, { "x": 32, "y": 0.0129416568574263 }, { "x": 33, "y": 0.0131544525924987 }, { "x": 34, "y": 0.0133642385158045 }, { "x": 35, "y": 0.0135711438997025 }, { "x": 36, "y": 0.0137752889511114 }, { "x": 37, "y": 0.013976785680046 }, { "x": 38, "y": 0.014175738663833 }, { "x": 39, "y": 0.0143722457219364 }, { "x": 40, "y": 0.014566398513865 }, { "x": 41, "y": 0.0147582830706229 }, { "x": 42, "y": 0.0149479802685244 }, { "x": 43, "y": 0.0151355662528416 }, { "x": 44, "y": 0.0153211128176332 }, { "x": 45, "y": 0.0155046877471788 }, { "x": 46, "y": 0.015686355 }, { "x": 47, "y": 0.0158661756050819 }, { "x": 48, "y": 0.0160442066768955 }, { "x": 49, "y": 0.0162205028802804 }, { "x": 50, "y": 0.016395116019706 }, { "x": 51, "y": 0.0165680953520148 }, { "x": 52, "y": 0.0167394877590042 }, { "x": 53, "y": 0.0169093379052365 }, { "x": 54, "y": 0.017077688382594 }, { "x": 55, "y": 0.01724458 }, { "x": 56, "y": 0.017410051 }, { "x": 57, "y": 0.017574139 }, { "x": 58, "y": 0.0177368800324922 }, { "x": 59, "y": 0.017898307211673 }, { "x": 60, "y": 0.0180584534784946 }, { "x": 61, "y": 0.0182173500956227 }, { "x": 62, "y": 0.018375027 }, { "x": 63, "y": 0.0185315131959122 }, { "x": 64, "y": 0.0186868361748717 }, { "x": 65, "y": 0.0188410226218988 }, { "x": 66, "y": 0.018994098 }, { "x": 67, "y": 0.019146087414661 }, { "x": 68, "y": 0.0192970141688963 }, { "x": 69, "y": 0.01944690130358 }, { "x": 70, "y": 0.0195957708934175 }, { "x": 71, "y": 0.019743644 }, { "x": 72, "y": 0.0198905418932682 }, { "x": 73, "y": 0.0200364837197141 }, { "x": 74, "y": 0.0201814889029792 }, { "x": 75, "y": 0.0203255759915239 }, { "x": 76, "y": 0.0204687629248055 }, { "x": 77, "y": 0.020611067 }, { "x": 78, "y": 0.020752505 }, { "x": 79, "y": 0.020893094 }, { "x": 80, "y": 0.021032848 }, { "x": 81, "y": 0.021171783875318 }, { "x": 82, "y": 0.021309916 }, { "x": 83, "y": 0.021447258 }, { "x": 84, "y": 0.021583825 }, { "x": 85, "y": 0.02171963 }, { "x": 86, "y": 0.021854686 }, { "x": 87, "y": 0.0219890059039318 }, { "x": 88, "y": 0.0221226021052746 }, { "x": 89, "y": 0.0222554866646345 }, { "x": 90, "y": 0.0223876713056114 }, { "x": 91, "y": 0.0225191674308777 }, { "x": 92, "y": 0.0226499861343855 }, { "x": 93, "y": 0.022780138 }, { "x": 94, "y": 0.0229096341774646 }, { "x": 95, "y": 0.0230384842631221 }, { "x": 96, "y": 0.0231666984397664 }, { "x": 97, "y": 0.023294286 }, { "x": 98, "y": 0.023421258 }, { "x": 99, "y": 0.0235476214296125 }, { "x": 100, "y": 0.0236733866848321 }, { "x": 101, "y": 0.0237985622181455 }, { "x": 102, "y": 0.0239231565929748 }, { "x": 103, "y": 0.0240471781658407 }, { "x": 104, "y": 0.0241706350933176 }, { "x": 105, "y": 0.02429353533869 }, { "x": 106, "y": 0.0244158866783262 }, { "x": 107, "y": 0.024537697 }, { "x": 108, "y": 0.0246589728476628 }, { "x": 109, "y": 0.024779722349211 }, { "x": 110, "y": 0.024899952 }, { "x": 111, "y": 0.02501967 }, { "x": 112, "y": 0.0251388811075753 }, { "x": 113, "y": 0.0252575933650831 }, { "x": 114, "y": 0.025375813 }, { "x": 115, "y": 0.0254935459965972 }, { "x": 116, "y": 0.025610799 }, { "x": 117, "y": 0.0257275777136112 }, { "x": 118, "y": 0.025843888 }, { "x": 119, "y": 0.0259597365965783 }, { "x": 120, "y": 0.0260751282035832 } ] }, { "id": 1315, "curve_id": "L16.14", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: cast iron, joint type: rubber gasket", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 14.744587518543529, "sigma": 4.8808967757805783, "method": "Curve fitting", "mu_sigma_quality": 0.99938354442028532, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=14.745, σ=4.881, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Japan", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001649493 }, { "x": 2, "y": 0.002381751 }, { "x": 3, "y": 0.002952736 }, { "x": 4, "y": 0.003439079 }, { "x": 5, "y": 0.003870833 }, { "x": 6, "y": 0.004263542 }, { "x": 7, "y": 0.004626498 }, { "x": 8, "y": 0.004965787 }, { "x": 9, "y": 0.005285656 }, { "x": 10, "y": 0.005589209 }, { "x": 11, "y": 0.005878798 }, { "x": 12, "y": 0.006156253 }, { "x": 13, "y": 0.006423036 }, { "x": 14, "y": 0.006680335 }, { "x": 15, "y": 0.006929131 }, { "x": 16, "y": 0.007170245 }, { "x": 17, "y": 0.007404373 }, { "x": 18, "y": 0.007632113 }, { "x": 19, "y": 0.00785398 }, { "x": 20, "y": 0.008070423 }, { "x": 21, "y": 0.008281836 }, { "x": 22, "y": 0.008488567 }, { "x": 23, "y": 0.008690928 }, { "x": 24, "y": 0.008889193 }, { "x": 25, "y": 0.009083612 }, { "x": 26, "y": 0.009274409 }, { "x": 27, "y": 0.009461787 }, { "x": 28, "y": 0.009645931 }, { "x": 29, "y": 0.009827008 }, { "x": 30, "y": 0.010005174 }, { "x": 31, "y": 0.0101805695855596 }, { "x": 32, "y": 0.010353325485941 }, { "x": 33, "y": 0.010523562 }, { "x": 34, "y": 0.010691391 }, { "x": 35, "y": 0.010856915119762 }, { "x": 36, "y": 0.0110202311608891 }, { "x": 37, "y": 0.0111814285440368 }, { "x": 38, "y": 0.0113405909310664 }, { "x": 39, "y": 0.0114977965775491 }, { "x": 40, "y": 0.011653118811092 }, { "x": 41, "y": 0.0118066264564983 }, { "x": 42, "y": 0.011958384 }, { "x": 43, "y": 0.012108453 }, { "x": 44, "y": 0.0122568902541066 }, { "x": 45, "y": 0.012403750197743 }, { "x": 46, "y": 0.0125490840989274 }, { "x": 47, "y": 0.0126929404840655 }, { "x": 48, "y": 0.0128353653415164 }, { "x": 49, "y": 0.0129764023042243 }, { "x": 50, "y": 0.013116093 }, { "x": 51, "y": 0.0132544762816118 }, { "x": 52, "y": 0.0133915902072034 }, { "x": 53, "y": 0.0135274703241892 }, { "x": 54, "y": 0.0136621507060752 }, { "x": 55, "y": 0.0137956638743341 }, { "x": 56, "y": 0.0139280408959269 }, { "x": 57, "y": 0.014059311 }, { "x": 58, "y": 0.0141895040259937 }, { "x": 59, "y": 0.0143186457693384 }, { "x": 60, "y": 0.0144467627827957 }, { "x": 61, "y": 0.0145738800764982 }, { "x": 62, "y": 0.0147000216516378 }, { "x": 63, "y": 0.0148252105567298 }, { "x": 64, "y": 0.0149494689398974 }, { "x": 65, "y": 0.015072818097519 }, { "x": 66, "y": 0.0151952785195404 }, { "x": 67, "y": 0.0153168699317288 }, { "x": 68, "y": 0.015437611 }, { "x": 69, "y": 0.015557521042864 }, { "x": 70, "y": 0.015676616714734 }, { "x": 71, "y": 0.0157949153893825 }, { "x": 72, "y": 0.015912434 }, { "x": 73, "y": 0.016029187 }, { "x": 74, "y": 0.016145191 }, { "x": 75, "y": 0.016260461 }, { "x": 76, "y": 0.01637501 }, { "x": 77, "y": 0.0164888536488012 }, { "x": 78, "y": 0.016602004 }, { "x": 79, "y": 0.0167144748989296 }, { "x": 80, "y": 0.0168262784702281 }, { "x": 81, "y": 0.016937427 }, { "x": 82, "y": 0.0170479326411662 }, { "x": 83, "y": 0.0171578065891079 }, { "x": 84, "y": 0.0172670600990533 }, { "x": 85, "y": 0.0173757039988614 }, { "x": 86, "y": 0.0174837488025944 }, { "x": 87, "y": 0.0175912047231454 }, { "x": 88, "y": 0.0176980816842197 }, { "x": 89, "y": 0.0178043893317076 }, { "x": 90, "y": 0.017910137 }, { "x": 91, "y": 0.0180153339447022 }, { "x": 92, "y": 0.0181199889075084 }, { "x": 93, "y": 0.0182241105703849 }, { "x": 94, "y": 0.0183277073419717 }, { "x": 95, "y": 0.0184307874104977 }, { "x": 96, "y": 0.0185333587518131 }, { "x": 97, "y": 0.0186354291370473 }, { "x": 98, "y": 0.018737006 }, { "x": 99, "y": 0.01883809714369 }, { "x": 100, "y": 0.018938709 }, { "x": 101, "y": 0.0190388497745164 }, { "x": 102, "y": 0.0191385252743798 }, { "x": 103, "y": 0.0192377425326726 }, { "x": 104, "y": 0.019336508 }, { "x": 105, "y": 0.019434828270952 }, { "x": 106, "y": 0.019532709 }, { "x": 107, "y": 0.019630157 }, { "x": 108, "y": 0.019727178 }, { "x": 109, "y": 0.019823778 }, { "x": 110, "y": 0.0199199618397661 }, { "x": 111, "y": 0.0200157357020987 }, { "x": 112, "y": 0.020111105 }, { "x": 113, "y": 0.0202060746920665 }, { "x": 114, "y": 0.0203006503049111 }, { "x": 115, "y": 0.0203948367972778 }, { "x": 116, "y": 0.0204886391331164 }, { "x": 117, "y": 0.020582062 }, { "x": 118, "y": 0.020675111 }, { "x": 119, "y": 0.0207677892772627 }, { "x": 120, "y": 0.0208601025628665 } ] }, { "id": 1316, "curve_id": "L16.15", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: cast iron, joint type: mechanical restrained", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 15.189968472870977, "sigma": 4.9660066204005773, "method": "Curve fitting", "mu_sigma_quality": 0.99942129448045247, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=15.190, σ=4.966, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Japan", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001443306 }, { "x": 2, "y": 0.002084032 }, { "x": 3, "y": 0.002583644 }, { "x": 4, "y": 0.003009194 }, { "x": 5, "y": 0.003386979 }, { "x": 6, "y": 0.003730599 }, { "x": 7, "y": 0.004048185 }, { "x": 8, "y": 0.004345063 }, { "x": 9, "y": 0.004624949 }, { "x": 10, "y": 0.004890558 }, { "x": 11, "y": 0.005143948 }, { "x": 12, "y": 0.005386721 }, { "x": 13, "y": 0.005620156 }, { "x": 14, "y": 0.005845293 }, { "x": 15, "y": 0.006062989 }, { "x": 16, "y": 0.006273964 }, { "x": 17, "y": 0.006478827 }, { "x": 18, "y": 0.006678099 }, { "x": 19, "y": 0.006872232 }, { "x": 20, "y": 0.00706162 }, { "x": 21, "y": 0.007246606 }, { "x": 22, "y": 0.007427496 }, { "x": 23, "y": 0.007604562 }, { "x": 24, "y": 0.007778044 }, { "x": 25, "y": 0.007948161 }, { "x": 26, "y": 0.008115108 }, { "x": 27, "y": 0.008279064 }, { "x": 28, "y": 0.008440189 }, { "x": 29, "y": 0.008598632 }, { "x": 30, "y": 0.008754527 }, { "x": 31, "y": 0.008907998 }, { "x": 32, "y": 0.00905916 }, { "x": 33, "y": 0.009208117 }, { "x": 34, "y": 0.009354967 }, { "x": 35, "y": 0.009499801 }, { "x": 36, "y": 0.009642702 }, { "x": 37, "y": 0.00978375 }, { "x": 38, "y": 0.009923017 }, { "x": 39, "y": 0.0100605720053555 }, { "x": 40, "y": 0.0101964789597055 }, { "x": 41, "y": 0.010330798149436 }, { "x": 42, "y": 0.010463586 }, { "x": 43, "y": 0.0105948963769891 }, { "x": 44, "y": 0.0107247789723432 }, { "x": 45, "y": 0.010853281 }, { "x": 46, "y": 0.0109804485865614 }, { "x": 47, "y": 0.0111063229235573 }, { "x": 48, "y": 0.011230945 }, { "x": 49, "y": 0.0113543520161962 }, { "x": 50, "y": 0.0114765812137942 }, { "x": 51, "y": 0.0115976667464103 }, { "x": 52, "y": 0.0117176414313029 }, { "x": 53, "y": 0.0118365365336655 }, { "x": 54, "y": 0.0119543818678158 }, { "x": 55, "y": 0.0120712058900424 }, { "x": 56, "y": 0.0121870357839361 }, { "x": 57, "y": 0.0123018975389368 }, { "x": 58, "y": 0.012415816 }, { "x": 59, "y": 0.0125288150481711 }, { "x": 60, "y": 0.0126409174349462 }, { "x": 61, "y": 0.0127521450669359 }, { "x": 62, "y": 0.0128625189451831 }, { "x": 63, "y": 0.0129720592371385 }, { "x": 64, "y": 0.0130807853224102 }, { "x": 65, "y": 0.0131887158353291 }, { "x": 66, "y": 0.013295869 }, { "x": 67, "y": 0.0134022611902627 }, { "x": 68, "y": 0.01350791 }, { "x": 69, "y": 0.013612830912506 }, { "x": 70, "y": 0.01371704 }, { "x": 71, "y": 0.0138205509657097 }, { "x": 72, "y": 0.0139233793252877 }, { "x": 73, "y": 0.0140255386037999 }, { "x": 74, "y": 0.014127042 }, { "x": 75, "y": 0.0142279031940667 }, { "x": 76, "y": 0.014328134 }, { "x": 77, "y": 0.0144277469427011 }, { "x": 78, "y": 0.0145267536421891 }, { "x": 79, "y": 0.0146251655365634 }, { "x": 80, "y": 0.0147229936614496 }, { "x": 81, "y": 0.014820249 }, { "x": 82, "y": 0.0149169410610204 }, { "x": 83, "y": 0.015013081 }, { "x": 84, "y": 0.0151086775866717 }, { "x": 85, "y": 0.0152037409990037 }, { "x": 86, "y": 0.01529828 }, { "x": 87, "y": 0.0153923041327522 }, { "x": 88, "y": 0.015485821 }, { "x": 89, "y": 0.015578841 }, { "x": 90, "y": 0.0156713699139279 }, { "x": 91, "y": 0.015763417 }, { "x": 92, "y": 0.0158549902940698 }, { "x": 93, "y": 0.0159460967490868 }, { "x": 94, "y": 0.0160367439242252 }, { "x": 95, "y": 0.016126939 }, { "x": 96, "y": 0.0162166889078365 }, { "x": 97, "y": 0.016306 }, { "x": 98, "y": 0.0163948803724255 }, { "x": 99, "y": 0.0164833350007287 }, { "x": 100, "y": 0.0165713706793825 }, { "x": 101, "y": 0.0166589935527018 }, { "x": 102, "y": 0.01674621 }, { "x": 103, "y": 0.0168330247160885 }, { "x": 104, "y": 0.0169194445653223 }, { "x": 105, "y": 0.017005474737083 }, { "x": 106, "y": 0.0170911206748283 }, { "x": 107, "y": 0.0171763876954489 }, { "x": 108, "y": 0.017261280993364 }, { "x": 109, "y": 0.0173458056444477 }, { "x": 110, "y": 0.0174299666097953 }, { "x": 111, "y": 0.0175137687393364 }, { "x": 112, "y": 0.0175972167753027 }, { "x": 113, "y": 0.0176803153555582 }, { "x": 114, "y": 0.017763069 }, { "x": 115, "y": 0.017845482 }, { "x": 116, "y": 0.017927559 }, { "x": 117, "y": 0.0180093043995278 }, { "x": 118, "y": 0.0180907218333558 }, { "x": 119, "y": 0.018171816 }, { "x": 120, "y": 0.01825259 } ] }, { "id": 1317, "curve_id": "L16.16", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: welded steel, joint type: arc welded, lap welds (large diameter, non corrosive)", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 18.024233819661468, "sigma": 4.9999198831979514, "method": "Curve fitting", "mu_sigma_quality": 0.98306475281564831, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=18.024, σ=5.000, R²=0.983; Mu/sigma can be used for reconstruction (quality: 0.983); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Japan", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.00030928 }, { "x": 2, "y": 0.000446578 }, { "x": 3, "y": 0.000553638 }, { "x": 4, "y": 0.000644827 }, { "x": 5, "y": 0.000725781 }, { "x": 6, "y": 0.000799414 }, { "x": 7, "y": 0.000867468 }, { "x": 8, "y": 0.000931085 }, { "x": 9, "y": 0.000991061 }, { "x": 10, "y": 0.001047977 }, { "x": 11, "y": 0.001102275 }, { "x": 12, "y": 0.001154297 }, { "x": 13, "y": 0.001204319 }, { "x": 14, "y": 0.001252563 }, { "x": 15, "y": 0.001299212 }, { "x": 16, "y": 0.001344421 }, { "x": 17, "y": 0.00138832 }, { "x": 18, "y": 0.001431021 }, { "x": 19, "y": 0.001472621 }, { "x": 20, "y": 0.001513204 }, { "x": 21, "y": 0.001552844 }, { "x": 22, "y": 0.001591606 }, { "x": 23, "y": 0.001629549 }, { "x": 24, "y": 0.001666724 }, { "x": 25, "y": 0.001703177 }, { "x": 26, "y": 0.001738952 }, { "x": 27, "y": 0.001774085 }, { "x": 28, "y": 0.001808612 }, { "x": 29, "y": 0.001842564 }, { "x": 30, "y": 0.00187597 }, { "x": 31, "y": 0.001908857 }, { "x": 32, "y": 0.001941249 }, { "x": 33, "y": 0.001973168 }, { "x": 34, "y": 0.002004636 }, { "x": 35, "y": 0.002035672 }, { "x": 36, "y": 0.002066293 }, { "x": 37, "y": 0.002096518 }, { "x": 38, "y": 0.002126361 }, { "x": 39, "y": 0.002155837 }, { "x": 40, "y": 0.00218496 }, { "x": 41, "y": 0.002213742 }, { "x": 42, "y": 0.002242197 }, { "x": 43, "y": 0.002270335 }, { "x": 44, "y": 0.002298167 }, { "x": 45, "y": 0.002325703 }, { "x": 46, "y": 0.002352953 }, { "x": 47, "y": 0.002379926 }, { "x": 48, "y": 0.002406631 }, { "x": 49, "y": 0.002433075 }, { "x": 50, "y": 0.002459267 }, { "x": 51, "y": 0.002485214 }, { "x": 52, "y": 0.002510923 }, { "x": 53, "y": 0.002536401 }, { "x": 54, "y": 0.002561653 }, { "x": 55, "y": 0.002586687 }, { "x": 56, "y": 0.002611508 }, { "x": 57, "y": 0.002636121 }, { "x": 58, "y": 0.002660532 }, { "x": 59, "y": 0.002684746 }, { "x": 60, "y": 0.002708768 }, { "x": 61, "y": 0.002732603 }, { "x": 62, "y": 0.002756254 }, { "x": 63, "y": 0.002779727 }, { "x": 64, "y": 0.002803025 }, { "x": 65, "y": 0.002826153 }, { "x": 66, "y": 0.002849115 }, { "x": 67, "y": 0.002871913 }, { "x": 68, "y": 0.002894552 }, { "x": 69, "y": 0.002917035 }, { "x": 70, "y": 0.002939366 }, { "x": 71, "y": 0.002961547 }, { "x": 72, "y": 0.002983581 }, { "x": 73, "y": 0.003005473 }, { "x": 74, "y": 0.003027223 }, { "x": 75, "y": 0.003048836 }, { "x": 76, "y": 0.003070314 }, { "x": 77, "y": 0.00309166 }, { "x": 78, "y": 0.003112876 }, { "x": 79, "y": 0.003133964 }, { "x": 80, "y": 0.003154927 }, { "x": 81, "y": 0.003175768 }, { "x": 82, "y": 0.003196487 }, { "x": 83, "y": 0.003217089 }, { "x": 84, "y": 0.003237574 }, { "x": 85, "y": 0.003257944 }, { "x": 86, "y": 0.003278203 }, { "x": 87, "y": 0.003298351 }, { "x": 88, "y": 0.00331839 }, { "x": 89, "y": 0.003338323 }, { "x": 90, "y": 0.003358151 }, { "x": 91, "y": 0.003377875 }, { "x": 92, "y": 0.003397498 }, { "x": 93, "y": 0.003417021 }, { "x": 94, "y": 0.003436445 }, { "x": 95, "y": 0.003455773 }, { "x": 96, "y": 0.003475005 }, { "x": 97, "y": 0.003494143 }, { "x": 98, "y": 0.003513189 }, { "x": 99, "y": 0.003532143 }, { "x": 100, "y": 0.003551008 }, { "x": 101, "y": 0.003569784 }, { "x": 102, "y": 0.003588473 }, { "x": 103, "y": 0.003607077 }, { "x": 104, "y": 0.003625595 }, { "x": 105, "y": 0.00364403 }, { "x": 106, "y": 0.003662383 }, { "x": 107, "y": 0.003680655 }, { "x": 108, "y": 0.003698846 }, { "x": 109, "y": 0.003716958 }, { "x": 110, "y": 0.003734993 }, { "x": 111, "y": 0.00375295 }, { "x": 112, "y": 0.003770832 }, { "x": 113, "y": 0.003788639 }, { "x": 114, "y": 0.003806372 }, { "x": 115, "y": 0.003824032 }, { "x": 116, "y": 0.00384162 }, { "x": 117, "y": 0.003859137 }, { "x": 118, "y": 0.003876583 }, { "x": 119, "y": 0.00389396 }, { "x": 120, "y": 0.003911269 } ] }, { "id": 1318, "curve_id": "L16.17", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: welded steel, joint type: rubber gasket", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 15.189968472870977, "sigma": 4.9660066204005773, "method": "Curve fitting", "mu_sigma_quality": 0.99942129448045247, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=15.190, σ=4.966, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Japan", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001443306 }, { "x": 2, "y": 0.002084032 }, { "x": 3, "y": 0.002583644 }, { "x": 4, "y": 0.003009194 }, { "x": 5, "y": 0.003386979 }, { "x": 6, "y": 0.003730599 }, { "x": 7, "y": 0.004048185 }, { "x": 8, "y": 0.004345063 }, { "x": 9, "y": 0.004624949 }, { "x": 10, "y": 0.004890558 }, { "x": 11, "y": 0.005143948 }, { "x": 12, "y": 0.005386721 }, { "x": 13, "y": 0.005620156 }, { "x": 14, "y": 0.005845293 }, { "x": 15, "y": 0.006062989 }, { "x": 16, "y": 0.006273964 }, { "x": 17, "y": 0.006478827 }, { "x": 18, "y": 0.006678099 }, { "x": 19, "y": 0.006872232 }, { "x": 20, "y": 0.00706162 }, { "x": 21, "y": 0.007246606 }, { "x": 22, "y": 0.007427496 }, { "x": 23, "y": 0.007604562 }, { "x": 24, "y": 0.007778044 }, { "x": 25, "y": 0.007948161 }, { "x": 26, "y": 0.008115108 }, { "x": 27, "y": 0.008279064 }, { "x": 28, "y": 0.008440189 }, { "x": 29, "y": 0.008598632 }, { "x": 30, "y": 0.008754527 }, { "x": 31, "y": 0.008907998 }, { "x": 32, "y": 0.00905916 }, { "x": 33, "y": 0.009208117 }, { "x": 34, "y": 0.009354967 }, { "x": 35, "y": 0.009499801 }, { "x": 36, "y": 0.009642702 }, { "x": 37, "y": 0.00978375 }, { "x": 38, "y": 0.009923017 }, { "x": 39, "y": 0.0100605720053555 }, { "x": 40, "y": 0.0101964789597055 }, { "x": 41, "y": 0.010330798149436 }, { "x": 42, "y": 0.010463586 }, { "x": 43, "y": 0.0105948963769891 }, { "x": 44, "y": 0.0107247789723432 }, { "x": 45, "y": 0.010853281 }, { "x": 46, "y": 0.0109804485865614 }, { "x": 47, "y": 0.0111063229235573 }, { "x": 48, "y": 0.011230945 }, { "x": 49, "y": 0.0113543520161962 }, { "x": 50, "y": 0.0114765812137942 }, { "x": 51, "y": 0.0115976667464103 }, { "x": 52, "y": 0.0117176414313029 }, { "x": 53, "y": 0.0118365365336655 }, { "x": 54, "y": 0.0119543818678158 }, { "x": 55, "y": 0.0120712058900424 }, { "x": 56, "y": 0.0121870357839361 }, { "x": 57, "y": 0.0123018975389368 }, { "x": 58, "y": 0.012415816 }, { "x": 59, "y": 0.0125288150481711 }, { "x": 60, "y": 0.0126409174349462 }, { "x": 61, "y": 0.0127521450669359 }, { "x": 62, "y": 0.0128625189451831 }, { "x": 63, "y": 0.0129720592371385 }, { "x": 64, "y": 0.0130807853224102 }, { "x": 65, "y": 0.0131887158353291 }, { "x": 66, "y": 0.013295869 }, { "x": 67, "y": 0.0134022611902627 }, { "x": 68, "y": 0.01350791 }, { "x": 69, "y": 0.013612830912506 }, { "x": 70, "y": 0.01371704 }, { "x": 71, "y": 0.0138205509657097 }, { "x": 72, "y": 0.0139233793252877 }, { "x": 73, "y": 0.0140255386037999 }, { "x": 74, "y": 0.014127042 }, { "x": 75, "y": 0.0142279031940667 }, { "x": 76, "y": 0.014328134 }, { "x": 77, "y": 0.0144277469427011 }, { "x": 78, "y": 0.0145267536421891 }, { "x": 79, "y": 0.0146251655365634 }, { "x": 80, "y": 0.0147229936614496 }, { "x": 81, "y": 0.014820249 }, { "x": 82, "y": 0.0149169410610204 }, { "x": 83, "y": 0.015013081 }, { "x": 84, "y": 0.0151086775866717 }, { "x": 85, "y": 0.0152037409990037 }, { "x": 86, "y": 0.01529828 }, { "x": 87, "y": 0.0153923041327522 }, { "x": 88, "y": 0.015485821 }, { "x": 89, "y": 0.015578841 }, { "x": 90, "y": 0.0156713699139279 }, { "x": 91, "y": 0.015763417 }, { "x": 92, "y": 0.0158549902940698 }, { "x": 93, "y": 0.0159460967490868 }, { "x": 94, "y": 0.0160367439242252 }, { "x": 95, "y": 0.016126939 }, { "x": 96, "y": 0.0162166889078365 }, { "x": 97, "y": 0.016306 }, { "x": 98, "y": 0.0163948803724255 }, { "x": 99, "y": 0.0164833350007287 }, { "x": 100, "y": 0.0165713706793825 }, { "x": 101, "y": 0.0166589935527018 }, { "x": 102, "y": 0.01674621 }, { "x": 103, "y": 0.0168330247160885 }, { "x": 104, "y": 0.0169194445653223 }, { "x": 105, "y": 0.017005474737083 }, { "x": 106, "y": 0.0170911206748283 }, { "x": 107, "y": 0.0171763876954489 }, { "x": 108, "y": 0.017261280993364 }, { "x": 109, "y": 0.0173458056444477 }, { "x": 110, "y": 0.0174299666097953 }, { "x": 111, "y": 0.0175137687393364 }, { "x": 112, "y": 0.0175972167753027 }, { "x": 113, "y": 0.0176803153555582 }, { "x": 114, "y": 0.017763069 }, { "x": 115, "y": 0.017845482 }, { "x": 116, "y": 0.017927559 }, { "x": 117, "y": 0.0180093043995278 }, { "x": 118, "y": 0.0180907218333558 }, { "x": 119, "y": 0.018171816 }, { "x": 120, "y": 0.01825259 } ] }, { "id": 1319, "curve_id": "L16.18", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: abestos cement, joint type: rubber gasket", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 14.744587518543529, "sigma": 4.8808967757805783, "method": "Curve fitting", "mu_sigma_quality": 0.99938354442028532, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=14.745, σ=4.881, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Japan", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001649493 }, { "x": 2, "y": 0.002381751 }, { "x": 3, "y": 0.002952736 }, { "x": 4, "y": 0.003439079 }, { "x": 5, "y": 0.003870833 }, { "x": 6, "y": 0.004263542 }, { "x": 7, "y": 0.004626498 }, { "x": 8, "y": 0.004965787 }, { "x": 9, "y": 0.005285656 }, { "x": 10, "y": 0.005589209 }, { "x": 11, "y": 0.005878798 }, { "x": 12, "y": 0.006156253 }, { "x": 13, "y": 0.006423036 }, { "x": 14, "y": 0.006680335 }, { "x": 15, "y": 0.006929131 }, { "x": 16, "y": 0.007170245 }, { "x": 17, "y": 0.007404373 }, { "x": 18, "y": 0.007632113 }, { "x": 19, "y": 0.00785398 }, { "x": 20, "y": 0.008070423 }, { "x": 21, "y": 0.008281836 }, { "x": 22, "y": 0.008488567 }, { "x": 23, "y": 0.008690928 }, { "x": 24, "y": 0.008889193 }, { "x": 25, "y": 0.009083612 }, { "x": 26, "y": 0.009274409 }, { "x": 27, "y": 0.009461787 }, { "x": 28, "y": 0.009645931 }, { "x": 29, "y": 0.009827008 }, { "x": 30, "y": 0.010005174 }, { "x": 31, "y": 0.0101805695855596 }, { "x": 32, "y": 0.010353325485941 }, { "x": 33, "y": 0.010523562 }, { "x": 34, "y": 0.010691391 }, { "x": 35, "y": 0.010856915119762 }, { "x": 36, "y": 0.0110202311608891 }, { "x": 37, "y": 0.0111814285440368 }, { "x": 38, "y": 0.0113405909310664 }, { "x": 39, "y": 0.0114977965775491 }, { "x": 40, "y": 0.011653118811092 }, { "x": 41, "y": 0.0118066264564983 }, { "x": 42, "y": 0.011958384 }, { "x": 43, "y": 0.012108453 }, { "x": 44, "y": 0.0122568902541066 }, { "x": 45, "y": 0.012403750197743 }, { "x": 46, "y": 0.0125490840989274 }, { "x": 47, "y": 0.0126929404840655 }, { "x": 48, "y": 0.0128353653415164 }, { "x": 49, "y": 0.0129764023042243 }, { "x": 50, "y": 0.013116093 }, { "x": 51, "y": 0.0132544762816118 }, { "x": 52, "y": 0.0133915902072034 }, { "x": 53, "y": 0.0135274703241892 }, { "x": 54, "y": 0.0136621507060752 }, { "x": 55, "y": 0.0137956638743341 }, { "x": 56, "y": 0.0139280408959269 }, { "x": 57, "y": 0.014059311 }, { "x": 58, "y": 0.0141895040259937 }, { "x": 59, "y": 0.0143186457693384 }, { "x": 60, "y": 0.0144467627827957 }, { "x": 61, "y": 0.0145738800764982 }, { "x": 62, "y": 0.0147000216516378 }, { "x": 63, "y": 0.0148252105567298 }, { "x": 64, "y": 0.0149494689398974 }, { "x": 65, "y": 0.015072818097519 }, { "x": 66, "y": 0.0151952785195404 }, { "x": 67, "y": 0.0153168699317288 }, { "x": 68, "y": 0.015437611 }, { "x": 69, "y": 0.015557521042864 }, { "x": 70, "y": 0.015676616714734 }, { "x": 71, "y": 0.0157949153893825 }, { "x": 72, "y": 0.015912434 }, { "x": 73, "y": 0.016029187 }, { "x": 74, "y": 0.016145191 }, { "x": 75, "y": 0.016260461 }, { "x": 76, "y": 0.01637501 }, { "x": 77, "y": 0.0164888536488012 }, { "x": 78, "y": 0.016602004 }, { "x": 79, "y": 0.0167144748989296 }, { "x": 80, "y": 0.0168262784702281 }, { "x": 81, "y": 0.016937427 }, { "x": 82, "y": 0.0170479326411662 }, { "x": 83, "y": 0.0171578065891079 }, { "x": 84, "y": 0.0172670600990533 }, { "x": 85, "y": 0.0173757039988614 }, { "x": 86, "y": 0.0174837488025944 }, { "x": 87, "y": 0.0175912047231454 }, { "x": 88, "y": 0.0176980816842197 }, { "x": 89, "y": 0.0178043893317076 }, { "x": 90, "y": 0.017910137 }, { "x": 91, "y": 0.0180153339447022 }, { "x": 92, "y": 0.0181199889075084 }, { "x": 93, "y": 0.0182241105703849 }, { "x": 94, "y": 0.0183277073419717 }, { "x": 95, "y": 0.0184307874104977 }, { "x": 96, "y": 0.0185333587518131 }, { "x": 97, "y": 0.0186354291370473 }, { "x": 98, "y": 0.018737006 }, { "x": 99, "y": 0.01883809714369 }, { "x": 100, "y": 0.018938709 }, { "x": 101, "y": 0.0190388497745164 }, { "x": 102, "y": 0.0191385252743798 }, { "x": 103, "y": 0.0192377425326726 }, { "x": 104, "y": 0.019336508 }, { "x": 105, "y": 0.019434828270952 }, { "x": 106, "y": 0.019532709 }, { "x": 107, "y": 0.019630157 }, { "x": 108, "y": 0.019727178 }, { "x": 109, "y": 0.019823778 }, { "x": 110, "y": 0.0199199618397661 }, { "x": 111, "y": 0.0200157357020987 }, { "x": 112, "y": 0.020111105 }, { "x": 113, "y": 0.0202060746920665 }, { "x": 114, "y": 0.0203006503049111 }, { "x": 115, "y": 0.0203948367972778 }, { "x": 116, "y": 0.0204886391331164 }, { "x": 117, "y": 0.020582062 }, { "x": 118, "y": 0.020675111 }, { "x": 119, "y": 0.0207677892772627 }, { "x": 120, "y": 0.0208601025628665 } ] }, { "id": 1320, "curve_id": "L16.19", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: abestos cement, joint type: cement", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 13.997391335760945, "sigma": 4.7327990154867479, "method": "Curve fitting", "mu_sigma_quality": 0.9993116449973326, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=13.997, σ=4.733, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Japan", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.002061866 }, { "x": 2, "y": 0.002977188 }, { "x": 3, "y": 0.00369092 }, { "x": 4, "y": 0.004298849 }, { "x": 5, "y": 0.004838542 }, { "x": 6, "y": 0.005329427 }, { "x": 7, "y": 0.005783122 }, { "x": 8, "y": 0.006207234 }, { "x": 9, "y": 0.00660707 }, { "x": 10, "y": 0.006986512 }, { "x": 11, "y": 0.007348497 }, { "x": 12, "y": 0.007695316 }, { "x": 13, "y": 0.008028795 }, { "x": 14, "y": 0.008350419 }, { "x": 15, "y": 0.008661413 }, { "x": 16, "y": 0.008962806 }, { "x": 17, "y": 0.009255467 }, { "x": 18, "y": 0.009540142 }, { "x": 19, "y": 0.009817475 }, { "x": 20, "y": 0.0100880282489156 }, { "x": 21, "y": 0.0103522944995342 }, { "x": 22, "y": 0.0106107092128497 }, { "x": 23, "y": 0.0108636595009653 }, { "x": 24, "y": 0.0111114912882482 }, { "x": 25, "y": 0.0113545152148359 }, { "x": 26, "y": 0.0115930114931618 }, { "x": 27, "y": 0.0118272339360894 }, { "x": 28, "y": 0.0120574133232404 }, { "x": 29, "y": 0.0122837602338762 }, { "x": 30, "y": 0.0125064674462518 }, { "x": 31, "y": 0.012725712 }, { "x": 32, "y": 0.0129416568574263 }, { "x": 33, "y": 0.0131544525924987 }, { "x": 34, "y": 0.0133642385158045 }, { "x": 35, "y": 0.0135711438997025 }, { "x": 36, "y": 0.0137752889511114 }, { "x": 37, "y": 0.013976785680046 }, { "x": 38, "y": 0.014175738663833 }, { "x": 39, "y": 0.0143722457219364 }, { "x": 40, "y": 0.014566398513865 }, { "x": 41, "y": 0.0147582830706229 }, { "x": 42, "y": 0.0149479802685244 }, { "x": 43, "y": 0.0151355662528416 }, { "x": 44, "y": 0.0153211128176332 }, { "x": 45, "y": 0.0155046877471788 }, { "x": 46, "y": 0.015686355 }, { "x": 47, "y": 0.0158661756050819 }, { "x": 48, "y": 0.0160442066768955 }, { "x": 49, "y": 0.0162205028802804 }, { "x": 50, "y": 0.016395116019706 }, { "x": 51, "y": 0.0165680953520148 }, { "x": 52, "y": 0.0167394877590042 }, { "x": 53, "y": 0.0169093379052365 }, { "x": 54, "y": 0.017077688382594 }, { "x": 55, "y": 0.01724458 }, { "x": 56, "y": 0.017410051 }, { "x": 57, "y": 0.017574139 }, { "x": 58, "y": 0.0177368800324922 }, { "x": 59, "y": 0.017898307211673 }, { "x": 60, "y": 0.0180584534784946 }, { "x": 61, "y": 0.0182173500956227 }, { "x": 62, "y": 0.018375027 }, { "x": 63, "y": 0.0185315131959122 }, { "x": 64, "y": 0.0186868361748717 }, { "x": 65, "y": 0.0188410226218988 }, { "x": 66, "y": 0.018994098 }, { "x": 67, "y": 0.019146087414661 }, { "x": 68, "y": 0.0192970141688963 }, { "x": 69, "y": 0.01944690130358 }, { "x": 70, "y": 0.0195957708934175 }, { "x": 71, "y": 0.019743644 }, { "x": 72, "y": 0.0198905418932682 }, { "x": 73, "y": 0.0200364837197141 }, { "x": 74, "y": 0.0201814889029792 }, { "x": 75, "y": 0.0203255759915239 }, { "x": 76, "y": 0.0204687629248055 }, { "x": 77, "y": 0.020611067 }, { "x": 78, "y": 0.020752505 }, { "x": 79, "y": 0.020893094 }, { "x": 80, "y": 0.021032848 }, { "x": 81, "y": 0.021171783875318 }, { "x": 82, "y": 0.021309916 }, { "x": 83, "y": 0.021447258 }, { "x": 84, "y": 0.021583825 }, { "x": 85, "y": 0.02171963 }, { "x": 86, "y": 0.021854686 }, { "x": 87, "y": 0.0219890059039318 }, { "x": 88, "y": 0.0221226021052746 }, { "x": 89, "y": 0.0222554866646345 }, { "x": 90, "y": 0.0223876713056114 }, { "x": 91, "y": 0.0225191674308777 }, { "x": 92, "y": 0.0226499861343855 }, { "x": 93, "y": 0.022780138 }, { "x": 94, "y": 0.0229096341774646 }, { "x": 95, "y": 0.0230384842631221 }, { "x": 96, "y": 0.0231666984397664 }, { "x": 97, "y": 0.023294286 }, { "x": 98, "y": 0.023421258 }, { "x": 99, "y": 0.0235476214296125 }, { "x": 100, "y": 0.0236733866848321 }, { "x": 101, "y": 0.0237985622181455 }, { "x": 102, "y": 0.0239231565929748 }, { "x": 103, "y": 0.0240471781658407 }, { "x": 104, "y": 0.0241706350933176 }, { "x": 105, "y": 0.02429353533869 }, { "x": 106, "y": 0.0244158866783262 }, { "x": 107, "y": 0.024537697 }, { "x": 108, "y": 0.0246589728476628 }, { "x": 109, "y": 0.024779722349211 }, { "x": 110, "y": 0.024899952 }, { "x": 111, "y": 0.02501967 }, { "x": 112, "y": 0.0251388811075753 }, { "x": 113, "y": 0.0252575933650831 }, { "x": 114, "y": 0.025375813 }, { "x": 115, "y": 0.0254935459965972 }, { "x": 116, "y": 0.025610799 }, { "x": 117, "y": 0.0257275777136112 }, { "x": 118, "y": 0.025843888 }, { "x": 119, "y": 0.0259597365965783 }, { "x": 120, "y": 0.0260751282035832 } ] }, { "id": 1321, "curve_id": "L16.2", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: cast iron, joint type: cement", "source_type": "Project Report", "source_abbrev": "Eidinger (1984)", "source_detail": "Eidinger, J. M.: Water-distribution, in: U.S. Geological Survey Professional Paper, Nummer 1552, edited by: Schiff, A. J. and Holzer, T. L., U.S. Government Printing Office, Washington, DC, 63–78, 1984.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 13.997391335760945, "sigma": 4.7327990154867479, "method": "Curve fitting", "mu_sigma_quality": 0.9993116449973326, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=13.997, σ=4.733, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Mexico", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.002061866 }, { "x": 2, "y": 0.002977188 }, { "x": 3, "y": 0.00369092 }, { "x": 4, "y": 0.004298849 }, { "x": 5, "y": 0.004838542 }, { "x": 6, "y": 0.005329427 }, { "x": 7, "y": 0.005783122 }, { "x": 8, "y": 0.006207234 }, { "x": 9, "y": 0.00660707 }, { "x": 10, "y": 0.006986512 }, { "x": 11, "y": 0.007348497 }, { "x": 12, "y": 0.007695316 }, { "x": 13, "y": 0.008028795 }, { "x": 14, "y": 0.008350419 }, { "x": 15, "y": 0.008661413 }, { "x": 16, "y": 0.008962806 }, { "x": 17, "y": 0.009255467 }, { "x": 18, "y": 0.009540142 }, { "x": 19, "y": 0.009817475 }, { "x": 20, "y": 0.0100880282489156 }, { "x": 21, "y": 0.0103522944995342 }, { "x": 22, "y": 0.0106107092128497 }, { "x": 23, "y": 0.0108636595009653 }, { "x": 24, "y": 0.0111114912882482 }, { "x": 25, "y": 0.0113545152148359 }, { "x": 26, "y": 0.0115930114931618 }, { "x": 27, "y": 0.0118272339360894 }, { "x": 28, "y": 0.0120574133232404 }, { "x": 29, "y": 0.0122837602338762 }, { "x": 30, "y": 0.0125064674462518 }, { "x": 31, "y": 0.012725712 }, { "x": 32, "y": 0.0129416568574263 }, { "x": 33, "y": 0.0131544525924987 }, { "x": 34, "y": 0.0133642385158045 }, { "x": 35, "y": 0.0135711438997025 }, { "x": 36, "y": 0.0137752889511114 }, { "x": 37, "y": 0.013976785680046 }, { "x": 38, "y": 0.014175738663833 }, { "x": 39, "y": 0.0143722457219364 }, { "x": 40, "y": 0.014566398513865 }, { "x": 41, "y": 0.0147582830706229 }, { "x": 42, "y": 0.0149479802685244 }, { "x": 43, "y": 0.0151355662528416 }, { "x": 44, "y": 0.0153211128176332 }, { "x": 45, "y": 0.0155046877471788 }, { "x": 46, "y": 0.015686355 }, { "x": 47, "y": 0.0158661756050819 }, { "x": 48, "y": 0.0160442066768955 }, { "x": 49, "y": 0.0162205028802804 }, { "x": 50, "y": 0.016395116019706 }, { "x": 51, "y": 0.0165680953520148 }, { "x": 52, "y": 0.0167394877590042 }, { "x": 53, "y": 0.0169093379052365 }, { "x": 54, "y": 0.017077688382594 }, { "x": 55, "y": 0.01724458 }, { "x": 56, "y": 0.017410051 }, { "x": 57, "y": 0.017574139 }, { "x": 58, "y": 0.0177368800324922 }, { "x": 59, "y": 0.017898307211673 }, { "x": 60, "y": 0.0180584534784946 }, { "x": 61, "y": 0.0182173500956227 }, { "x": 62, "y": 0.018375027 }, { "x": 63, "y": 0.0185315131959122 }, { "x": 64, "y": 0.0186868361748717 }, { "x": 65, "y": 0.0188410226218988 }, { "x": 66, "y": 0.018994098 }, { "x": 67, "y": 0.019146087414661 }, { "x": 68, "y": 0.0192970141688963 }, { "x": 69, "y": 0.01944690130358 }, { "x": 70, "y": 0.0195957708934175 }, { "x": 71, "y": 0.019743644 }, { "x": 72, "y": 0.0198905418932682 }, { "x": 73, "y": 0.0200364837197141 }, { "x": 74, "y": 0.0201814889029792 }, { "x": 75, "y": 0.0203255759915239 }, { "x": 76, "y": 0.0204687629248055 }, { "x": 77, "y": 0.020611067 }, { "x": 78, "y": 0.020752505 }, { "x": 79, "y": 0.020893094 }, { "x": 80, "y": 0.021032848 }, { "x": 81, "y": 0.021171783875318 }, { "x": 82, "y": 0.021309916 }, { "x": 83, "y": 0.021447258 }, { "x": 84, "y": 0.021583825 }, { "x": 85, "y": 0.02171963 }, { "x": 86, "y": 0.021854686 }, { "x": 87, "y": 0.0219890059039318 }, { "x": 88, "y": 0.0221226021052746 }, { "x": 89, "y": 0.0222554866646345 }, { "x": 90, "y": 0.0223876713056114 }, { "x": 91, "y": 0.0225191674308777 }, { "x": 92, "y": 0.0226499861343855 }, { "x": 93, "y": 0.022780138 }, { "x": 94, "y": 0.0229096341774646 }, { "x": 95, "y": 0.0230384842631221 }, { "x": 96, "y": 0.0231666984397664 }, { "x": 97, "y": 0.023294286 }, { "x": 98, "y": 0.023421258 }, { "x": 99, "y": 0.0235476214296125 }, { "x": 100, "y": 0.0236733866848321 }, { "x": 101, "y": 0.0237985622181455 }, { "x": 102, "y": 0.0239231565929748 }, { "x": 103, "y": 0.0240471781658407 }, { "x": 104, "y": 0.0241706350933176 }, { "x": 105, "y": 0.02429353533869 }, { "x": 106, "y": 0.0244158866783262 }, { "x": 107, "y": 0.024537697 }, { "x": 108, "y": 0.0246589728476628 }, { "x": 109, "y": 0.024779722349211 }, { "x": 110, "y": 0.024899952 }, { "x": 111, "y": 0.02501967 }, { "x": 112, "y": 0.0251388811075753 }, { "x": 113, "y": 0.0252575933650831 }, { "x": 114, "y": 0.025375813 }, { "x": 115, "y": 0.0254935459965972 }, { "x": 116, "y": 0.025610799 }, { "x": 117, "y": 0.0257275777136112 }, { "x": 118, "y": 0.025843888 }, { "x": 119, "y": 0.0259597365965783 }, { "x": 120, "y": 0.0260751282035832 } ] }, { "id": 1322, "curve_id": "L16.20", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: concrete with steel cylinder, joint type: welded", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 15.562722567254903, "sigma": 4.9993608646341254, "method": "Curve fitting", "mu_sigma_quality": 0.9993572391689266, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=15.563, σ=4.999, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Japan", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001237119 }, { "x": 2, "y": 0.001786313 }, { "x": 3, "y": 0.002214552 }, { "x": 4, "y": 0.002579309 }, { "x": 5, "y": 0.002903125 }, { "x": 6, "y": 0.003197656 }, { "x": 7, "y": 0.003469873 }, { "x": 8, "y": 0.00372434 }, { "x": 9, "y": 0.003964242 }, { "x": 10, "y": 0.004191907 }, { "x": 11, "y": 0.004409098 }, { "x": 12, "y": 0.00461719 }, { "x": 13, "y": 0.004817277 }, { "x": 14, "y": 0.005010251 }, { "x": 15, "y": 0.005196848 }, { "x": 16, "y": 0.005377683 }, { "x": 17, "y": 0.00555328 }, { "x": 18, "y": 0.005724085 }, { "x": 19, "y": 0.005890485 }, { "x": 20, "y": 0.006052817 }, { "x": 21, "y": 0.006211377 }, { "x": 22, "y": 0.006366426 }, { "x": 23, "y": 0.006518196 }, { "x": 24, "y": 0.006666895 }, { "x": 25, "y": 0.006812709 }, { "x": 26, "y": 0.006955807 }, { "x": 27, "y": 0.00709634 }, { "x": 28, "y": 0.007234448 }, { "x": 29, "y": 0.007370256 }, { "x": 30, "y": 0.00750388 }, { "x": 31, "y": 0.007635427 }, { "x": 32, "y": 0.007764994 }, { "x": 33, "y": 0.007892672 }, { "x": 34, "y": 0.008018543 }, { "x": 35, "y": 0.008142686 }, { "x": 36, "y": 0.008265173 }, { "x": 37, "y": 0.008386071 }, { "x": 38, "y": 0.008505443 }, { "x": 39, "y": 0.008623347 }, { "x": 40, "y": 0.008739839 }, { "x": 41, "y": 0.00885497 }, { "x": 42, "y": 0.008968788 }, { "x": 43, "y": 0.00908134 }, { "x": 44, "y": 0.009192668 }, { "x": 45, "y": 0.009302813 }, { "x": 46, "y": 0.009411813 }, { "x": 47, "y": 0.009519705 }, { "x": 48, "y": 0.009626524 }, { "x": 49, "y": 0.009732302 }, { "x": 50, "y": 0.00983707 }, { "x": 51, "y": 0.009940857 }, { "x": 52, "y": 0.0100436926554025 }, { "x": 53, "y": 0.0101456027431419 }, { "x": 54, "y": 0.0102466130295564 }, { "x": 55, "y": 0.0103467479057506 }, { "x": 56, "y": 0.0104460306719452 }, { "x": 57, "y": 0.010544483604803 }, { "x": 58, "y": 0.010642128 }, { "x": 59, "y": 0.0107389843270038 }, { "x": 60, "y": 0.0108350720870968 }, { "x": 61, "y": 0.0109304100573736 }, { "x": 62, "y": 0.0110250162387284 }, { "x": 63, "y": 0.0111189079175473 }, { "x": 64, "y": 0.011212101704923 }, { "x": 65, "y": 0.0113046135731392 }, { "x": 66, "y": 0.011396459 }, { "x": 67, "y": 0.0114876524487966 }, { "x": 68, "y": 0.011578209 }, { "x": 69, "y": 0.011668140782148 }, { "x": 70, "y": 0.0117574625360505 }, { "x": 71, "y": 0.0118461865420369 }, { "x": 72, "y": 0.0119343251359609 }, { "x": 73, "y": 0.0120218902318285 }, { "x": 74, "y": 0.0121088933417875 }, { "x": 75, "y": 0.012195346 }, { "x": 76, "y": 0.0122812577548833 }, { "x": 77, "y": 0.0123666402366009 }, { "x": 78, "y": 0.0124515031218763 }, { "x": 79, "y": 0.0125358561741972 }, { "x": 80, "y": 0.0126197088526711 }, { "x": 81, "y": 0.0127030703251908 }, { "x": 82, "y": 0.0127859494808746 }, { "x": 83, "y": 0.0128683549418309 }, { "x": 84, "y": 0.01295029507429 }, { "x": 85, "y": 0.0130317779991461 }, { "x": 86, "y": 0.0131128116019458 }, { "x": 87, "y": 0.013193404 }, { "x": 88, "y": 0.0132735612631647 }, { "x": 89, "y": 0.0133532919987807 }, { "x": 90, "y": 0.0134326027833668 }, { "x": 91, "y": 0.0135115004585266 }, { "x": 92, "y": 0.013589992 }, { "x": 93, "y": 0.013668083 }, { "x": 94, "y": 0.0137457805064787 }, { "x": 95, "y": 0.013823091 }, { "x": 96, "y": 0.013900019 }, { "x": 97, "y": 0.0139765718527854 }, { "x": 98, "y": 0.0140527546049361 }, { "x": 99, "y": 0.0141285728577675 }, { "x": 100, "y": 0.0142040320108992 }, { "x": 101, "y": 0.0142791373308873 }, { "x": 102, "y": 0.0143538939557848 }, { "x": 103, "y": 0.0144283068995044 }, { "x": 104, "y": 0.014502381 }, { "x": 105, "y": 0.014576121203214 }, { "x": 106, "y": 0.0146495320069957 }, { "x": 107, "y": 0.0147226180246705 }, { "x": 108, "y": 0.0147953837085977 }, { "x": 109, "y": 0.0148678334095266 }, { "x": 110, "y": 0.0149399713798245 }, { "x": 111, "y": 0.015011801776574 }, { "x": 112, "y": 0.0150833286645452 }, { "x": 113, "y": 0.0151545560190498 }, { "x": 114, "y": 0.015225488 }, { "x": 115, "y": 0.015296128 }, { "x": 116, "y": 0.0153664793498373 }, { "x": 117, "y": 0.0154365466281667 }, { "x": 118, "y": 0.015506333 }, { "x": 119, "y": 0.015575841957947 }, { "x": 120, "y": 0.0156450769221499 } ] }, { "id": 1323, "curve_id": "L16.21", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: concrete with steel cylinder, joint type: cement", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 13.997391335760945, "sigma": 4.7327990154867479, "method": "Curve fitting", "mu_sigma_quality": 0.9993116449973326, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=13.997, σ=4.733, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Japan", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.002061866 }, { "x": 2, "y": 0.002977188 }, { "x": 3, "y": 0.00369092 }, { "x": 4, "y": 0.004298849 }, { "x": 5, "y": 0.004838542 }, { "x": 6, "y": 0.005329427 }, { "x": 7, "y": 0.005783122 }, { "x": 8, "y": 0.006207234 }, { "x": 9, "y": 0.00660707 }, { "x": 10, "y": 0.006986512 }, { "x": 11, "y": 0.007348497 }, { "x": 12, "y": 0.007695316 }, { "x": 13, "y": 0.008028795 }, { "x": 14, "y": 0.008350419 }, { "x": 15, "y": 0.008661413 }, { "x": 16, "y": 0.008962806 }, { "x": 17, "y": 0.009255467 }, { "x": 18, "y": 0.009540142 }, { "x": 19, "y": 0.009817475 }, { "x": 20, "y": 0.0100880282489156 }, { "x": 21, "y": 0.0103522944995342 }, { "x": 22, "y": 0.0106107092128497 }, { "x": 23, "y": 0.0108636595009653 }, { "x": 24, "y": 0.0111114912882482 }, { "x": 25, "y": 0.0113545152148359 }, { "x": 26, "y": 0.0115930114931618 }, { "x": 27, "y": 0.0118272339360894 }, { "x": 28, "y": 0.0120574133232404 }, { "x": 29, "y": 0.0122837602338762 }, { "x": 30, "y": 0.0125064674462518 }, { "x": 31, "y": 0.012725712 }, { "x": 32, "y": 0.0129416568574263 }, { "x": 33, "y": 0.0131544525924987 }, { "x": 34, "y": 0.0133642385158045 }, { "x": 35, "y": 0.0135711438997025 }, { "x": 36, "y": 0.0137752889511114 }, { "x": 37, "y": 0.013976785680046 }, { "x": 38, "y": 0.014175738663833 }, { "x": 39, "y": 0.0143722457219364 }, { "x": 40, "y": 0.014566398513865 }, { "x": 41, "y": 0.0147582830706229 }, { "x": 42, "y": 0.0149479802685244 }, { "x": 43, "y": 0.0151355662528416 }, { "x": 44, "y": 0.0153211128176332 }, { "x": 45, "y": 0.0155046877471788 }, { "x": 46, "y": 0.015686355 }, { "x": 47, "y": 0.0158661756050819 }, { "x": 48, "y": 0.0160442066768955 }, { "x": 49, "y": 0.0162205028802804 }, { "x": 50, "y": 0.016395116019706 }, { "x": 51, "y": 0.0165680953520148 }, { "x": 52, "y": 0.0167394877590042 }, { "x": 53, "y": 0.0169093379052365 }, { "x": 54, "y": 0.017077688382594 }, { "x": 55, "y": 0.01724458 }, { "x": 56, "y": 0.017410051 }, { "x": 57, "y": 0.017574139 }, { "x": 58, "y": 0.0177368800324922 }, { "x": 59, "y": 0.017898307211673 }, { "x": 60, "y": 0.0180584534784946 }, { "x": 61, "y": 0.0182173500956227 }, { "x": 62, "y": 0.018375027 }, { "x": 63, "y": 0.0185315131959122 }, { "x": 64, "y": 0.0186868361748717 }, { "x": 65, "y": 0.0188410226218988 }, { "x": 66, "y": 0.018994098 }, { "x": 67, "y": 0.019146087414661 }, { "x": 68, "y": 0.0192970141688963 }, { "x": 69, "y": 0.01944690130358 }, { "x": 70, "y": 0.0195957708934175 }, { "x": 71, "y": 0.019743644 }, { "x": 72, "y": 0.0198905418932682 }, { "x": 73, "y": 0.0200364837197141 }, { "x": 74, "y": 0.0201814889029792 }, { "x": 75, "y": 0.0203255759915239 }, { "x": 76, "y": 0.0204687629248055 }, { "x": 77, "y": 0.020611067 }, { "x": 78, "y": 0.020752505 }, { "x": 79, "y": 0.020893094 }, { "x": 80, "y": 0.021032848 }, { "x": 81, "y": 0.021171783875318 }, { "x": 82, "y": 0.021309916 }, { "x": 83, "y": 0.021447258 }, { "x": 84, "y": 0.021583825 }, { "x": 85, "y": 0.02171963 }, { "x": 86, "y": 0.021854686 }, { "x": 87, "y": 0.0219890059039318 }, { "x": 88, "y": 0.0221226021052746 }, { "x": 89, "y": 0.0222554866646345 }, { "x": 90, "y": 0.0223876713056114 }, { "x": 91, "y": 0.0225191674308777 }, { "x": 92, "y": 0.0226499861343855 }, { "x": 93, "y": 0.022780138 }, { "x": 94, "y": 0.0229096341774646 }, { "x": 95, "y": 0.0230384842631221 }, { "x": 96, "y": 0.0231666984397664 }, { "x": 97, "y": 0.023294286 }, { "x": 98, "y": 0.023421258 }, { "x": 99, "y": 0.0235476214296125 }, { "x": 100, "y": 0.0236733866848321 }, { "x": 101, "y": 0.0237985622181455 }, { "x": 102, "y": 0.0239231565929748 }, { "x": 103, "y": 0.0240471781658407 }, { "x": 104, "y": 0.0241706350933176 }, { "x": 105, "y": 0.02429353533869 }, { "x": 106, "y": 0.0244158866783262 }, { "x": 107, "y": 0.024537697 }, { "x": 108, "y": 0.0246589728476628 }, { "x": 109, "y": 0.024779722349211 }, { "x": 110, "y": 0.024899952 }, { "x": 111, "y": 0.02501967 }, { "x": 112, "y": 0.0251388811075753 }, { "x": 113, "y": 0.0252575933650831 }, { "x": 114, "y": 0.025375813 }, { "x": 115, "y": 0.0254935459965972 }, { "x": 116, "y": 0.025610799 }, { "x": 117, "y": 0.0257275777136112 }, { "x": 118, "y": 0.025843888 }, { "x": 119, "y": 0.0259597365965783 }, { "x": 120, "y": 0.0260751282035832 } ] }, { "id": 1324, "curve_id": "L16.22", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: concrete with steel cylinder, joint type: rubber gasket", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 15.189968472870977, "sigma": 4.9660066204005773, "method": "Curve fitting", "mu_sigma_quality": 0.99942129448045247, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=15.190, σ=4.966, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Japan", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001443306 }, { "x": 2, "y": 0.002084032 }, { "x": 3, "y": 0.002583644 }, { "x": 4, "y": 0.003009194 }, { "x": 5, "y": 0.003386979 }, { "x": 6, "y": 0.003730599 }, { "x": 7, "y": 0.004048185 }, { "x": 8, "y": 0.004345063 }, { "x": 9, "y": 0.004624949 }, { "x": 10, "y": 0.004890558 }, { "x": 11, "y": 0.005143948 }, { "x": 12, "y": 0.005386721 }, { "x": 13, "y": 0.005620156 }, { "x": 14, "y": 0.005845293 }, { "x": 15, "y": 0.006062989 }, { "x": 16, "y": 0.006273964 }, { "x": 17, "y": 0.006478827 }, { "x": 18, "y": 0.006678099 }, { "x": 19, "y": 0.006872232 }, { "x": 20, "y": 0.00706162 }, { "x": 21, "y": 0.007246606 }, { "x": 22, "y": 0.007427496 }, { "x": 23, "y": 0.007604562 }, { "x": 24, "y": 0.007778044 }, { "x": 25, "y": 0.007948161 }, { "x": 26, "y": 0.008115108 }, { "x": 27, "y": 0.008279064 }, { "x": 28, "y": 0.008440189 }, { "x": 29, "y": 0.008598632 }, { "x": 30, "y": 0.008754527 }, { "x": 31, "y": 0.008907998 }, { "x": 32, "y": 0.00905916 }, { "x": 33, "y": 0.009208117 }, { "x": 34, "y": 0.009354967 }, { "x": 35, "y": 0.009499801 }, { "x": 36, "y": 0.009642702 }, { "x": 37, "y": 0.00978375 }, { "x": 38, "y": 0.009923017 }, { "x": 39, "y": 0.0100605720053555 }, { "x": 40, "y": 0.0101964789597055 }, { "x": 41, "y": 0.010330798149436 }, { "x": 42, "y": 0.010463586 }, { "x": 43, "y": 0.0105948963769891 }, { "x": 44, "y": 0.0107247789723432 }, { "x": 45, "y": 0.010853281 }, { "x": 46, "y": 0.0109804485865614 }, { "x": 47, "y": 0.0111063229235573 }, { "x": 48, "y": 0.011230945 }, { "x": 49, "y": 0.0113543520161962 }, { "x": 50, "y": 0.0114765812137942 }, { "x": 51, "y": 0.0115976667464103 }, { "x": 52, "y": 0.0117176414313029 }, { "x": 53, "y": 0.0118365365336655 }, { "x": 54, "y": 0.0119543818678158 }, { "x": 55, "y": 0.0120712058900424 }, { "x": 56, "y": 0.0121870357839361 }, { "x": 57, "y": 0.0123018975389368 }, { "x": 58, "y": 0.012415816 }, { "x": 59, "y": 0.0125288150481711 }, { "x": 60, "y": 0.0126409174349462 }, { "x": 61, "y": 0.0127521450669359 }, { "x": 62, "y": 0.0128625189451831 }, { "x": 63, "y": 0.0129720592371385 }, { "x": 64, "y": 0.0130807853224102 }, { "x": 65, "y": 0.0131887158353291 }, { "x": 66, "y": 0.013295869 }, { "x": 67, "y": 0.0134022611902627 }, { "x": 68, "y": 0.01350791 }, { "x": 69, "y": 0.013612830912506 }, { "x": 70, "y": 0.01371704 }, { "x": 71, "y": 0.0138205509657097 }, { "x": 72, "y": 0.0139233793252877 }, { "x": 73, "y": 0.0140255386037999 }, { "x": 74, "y": 0.014127042 }, { "x": 75, "y": 0.0142279031940667 }, { "x": 76, "y": 0.014328134 }, { "x": 77, "y": 0.0144277469427011 }, { "x": 78, "y": 0.0145267536421891 }, { "x": 79, "y": 0.0146251655365634 }, { "x": 80, "y": 0.0147229936614496 }, { "x": 81, "y": 0.014820249 }, { "x": 82, "y": 0.0149169410610204 }, { "x": 83, "y": 0.015013081 }, { "x": 84, "y": 0.0151086775866717 }, { "x": 85, "y": 0.0152037409990037 }, { "x": 86, "y": 0.01529828 }, { "x": 87, "y": 0.0153923041327522 }, { "x": 88, "y": 0.015485821 }, { "x": 89, "y": 0.015578841 }, { "x": 90, "y": 0.0156713699139279 }, { "x": 91, "y": 0.015763417 }, { "x": 92, "y": 0.0158549902940698 }, { "x": 93, "y": 0.0159460967490868 }, { "x": 94, "y": 0.0160367439242252 }, { "x": 95, "y": 0.016126939 }, { "x": 96, "y": 0.0162166889078365 }, { "x": 97, "y": 0.016306 }, { "x": 98, "y": 0.0163948803724255 }, { "x": 99, "y": 0.0164833350007287 }, { "x": 100, "y": 0.0165713706793825 }, { "x": 101, "y": 0.0166589935527018 }, { "x": 102, "y": 0.01674621 }, { "x": 103, "y": 0.0168330247160885 }, { "x": 104, "y": 0.0169194445653223 }, { "x": 105, "y": 0.017005474737083 }, { "x": 106, "y": 0.0170911206748283 }, { "x": 107, "y": 0.0171763876954489 }, { "x": 108, "y": 0.017261280993364 }, { "x": 109, "y": 0.0173458056444477 }, { "x": 110, "y": 0.0174299666097953 }, { "x": 111, "y": 0.0175137687393364 }, { "x": 112, "y": 0.0175972167753027 }, { "x": 113, "y": 0.0176803153555582 }, { "x": 114, "y": 0.017763069 }, { "x": 115, "y": 0.017845482 }, { "x": 116, "y": 0.017927559 }, { "x": 117, "y": 0.0180093043995278 }, { "x": 118, "y": 0.0180907218333558 }, { "x": 119, "y": 0.018171816 }, { "x": 120, "y": 0.01825259 } ] }, { "id": 1325, "curve_id": "L16.23", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: PVC, joint type: rubber gasket", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 14.744587518543529, "sigma": 4.8808967757805783, "method": "Curve fitting", "mu_sigma_quality": 0.99938354442028532, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=14.745, σ=4.881, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Japan", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001649493 }, { "x": 2, "y": 0.002381751 }, { "x": 3, "y": 0.002952736 }, { "x": 4, "y": 0.003439079 }, { "x": 5, "y": 0.003870833 }, { "x": 6, "y": 0.004263542 }, { "x": 7, "y": 0.004626498 }, { "x": 8, "y": 0.004965787 }, { "x": 9, "y": 0.005285656 }, { "x": 10, "y": 0.005589209 }, { "x": 11, "y": 0.005878798 }, { "x": 12, "y": 0.006156253 }, { "x": 13, "y": 0.006423036 }, { "x": 14, "y": 0.006680335 }, { "x": 15, "y": 0.006929131 }, { "x": 16, "y": 0.007170245 }, { "x": 17, "y": 0.007404373 }, { "x": 18, "y": 0.007632113 }, { "x": 19, "y": 0.00785398 }, { "x": 20, "y": 0.008070423 }, { "x": 21, "y": 0.008281836 }, { "x": 22, "y": 0.008488567 }, { "x": 23, "y": 0.008690928 }, { "x": 24, "y": 0.008889193 }, { "x": 25, "y": 0.009083612 }, { "x": 26, "y": 0.009274409 }, { "x": 27, "y": 0.009461787 }, { "x": 28, "y": 0.009645931 }, { "x": 29, "y": 0.009827008 }, { "x": 30, "y": 0.010005174 }, { "x": 31, "y": 0.0101805695855596 }, { "x": 32, "y": 0.010353325485941 }, { "x": 33, "y": 0.010523562 }, { "x": 34, "y": 0.010691391 }, { "x": 35, "y": 0.010856915119762 }, { "x": 36, "y": 0.0110202311608891 }, { "x": 37, "y": 0.0111814285440368 }, { "x": 38, "y": 0.0113405909310664 }, { "x": 39, "y": 0.0114977965775491 }, { "x": 40, "y": 0.011653118811092 }, { "x": 41, "y": 0.0118066264564983 }, { "x": 42, "y": 0.011958384 }, { "x": 43, "y": 0.012108453 }, { "x": 44, "y": 0.0122568902541066 }, { "x": 45, "y": 0.012403750197743 }, { "x": 46, "y": 0.0125490840989274 }, { "x": 47, "y": 0.0126929404840655 }, { "x": 48, "y": 0.0128353653415164 }, { "x": 49, "y": 0.0129764023042243 }, { "x": 50, "y": 0.013116093 }, { "x": 51, "y": 0.0132544762816118 }, { "x": 52, "y": 0.0133915902072034 }, { "x": 53, "y": 0.0135274703241892 }, { "x": 54, "y": 0.0136621507060752 }, { "x": 55, "y": 0.0137956638743341 }, { "x": 56, "y": 0.0139280408959269 }, { "x": 57, "y": 0.014059311 }, { "x": 58, "y": 0.0141895040259937 }, { "x": 59, "y": 0.0143186457693384 }, { "x": 60, "y": 0.0144467627827957 }, { "x": 61, "y": 0.0145738800764982 }, { "x": 62, "y": 0.0147000216516378 }, { "x": 63, "y": 0.0148252105567298 }, { "x": 64, "y": 0.0149494689398974 }, { "x": 65, "y": 0.015072818097519 }, { "x": 66, "y": 0.0151952785195404 }, { "x": 67, "y": 0.0153168699317288 }, { "x": 68, "y": 0.015437611 }, { "x": 69, "y": 0.015557521042864 }, { "x": 70, "y": 0.015676616714734 }, { "x": 71, "y": 0.0157949153893825 }, { "x": 72, "y": 0.015912434 }, { "x": 73, "y": 0.016029187 }, { "x": 74, "y": 0.016145191 }, { "x": 75, "y": 0.016260461 }, { "x": 76, "y": 0.01637501 }, { "x": 77, "y": 0.0164888536488012 }, { "x": 78, "y": 0.016602004 }, { "x": 79, "y": 0.0167144748989296 }, { "x": 80, "y": 0.0168262784702281 }, { "x": 81, "y": 0.016937427 }, { "x": 82, "y": 0.0170479326411662 }, { "x": 83, "y": 0.0171578065891079 }, { "x": 84, "y": 0.0172670600990533 }, { "x": 85, "y": 0.0173757039988614 }, { "x": 86, "y": 0.0174837488025944 }, { "x": 87, "y": 0.0175912047231454 }, { "x": 88, "y": 0.0176980816842197 }, { "x": 89, "y": 0.0178043893317076 }, { "x": 90, "y": 0.017910137 }, { "x": 91, "y": 0.0180153339447022 }, { "x": 92, "y": 0.0181199889075084 }, { "x": 93, "y": 0.0182241105703849 }, { "x": 94, "y": 0.0183277073419717 }, { "x": 95, "y": 0.0184307874104977 }, { "x": 96, "y": 0.0185333587518131 }, { "x": 97, "y": 0.0186354291370473 }, { "x": 98, "y": 0.018737006 }, { "x": 99, "y": 0.01883809714369 }, { "x": 100, "y": 0.018938709 }, { "x": 101, "y": 0.0190388497745164 }, { "x": 102, "y": 0.0191385252743798 }, { "x": 103, "y": 0.0192377425326726 }, { "x": 104, "y": 0.019336508 }, { "x": 105, "y": 0.019434828270952 }, { "x": 106, "y": 0.019532709 }, { "x": 107, "y": 0.019630157 }, { "x": 108, "y": 0.019727178 }, { "x": 109, "y": 0.019823778 }, { "x": 110, "y": 0.0199199618397661 }, { "x": 111, "y": 0.0200157357020987 }, { "x": 112, "y": 0.020111105 }, { "x": 113, "y": 0.0202060746920665 }, { "x": 114, "y": 0.0203006503049111 }, { "x": 115, "y": 0.0203948367972778 }, { "x": 116, "y": 0.0204886391331164 }, { "x": 117, "y": 0.020582062 }, { "x": 118, "y": 0.020675111 }, { "x": 119, "y": 0.0207677892772627 }, { "x": 120, "y": 0.0208601025628665 } ] }, { "id": 1326, "curve_id": "L16.24", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: ductile iron, joint type: rubber gasket", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 15.910715547496375, "sigma": 4.9999913575234833, "method": "Curve fitting", "mu_sigma_quality": 0.99876055887851012, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=15.911, σ=5.000, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Japan", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001030933 }, { "x": 2, "y": 0.001488594 }, { "x": 3, "y": 0.00184546 }, { "x": 4, "y": 0.002149424 }, { "x": 5, "y": 0.002419271 }, { "x": 6, "y": 0.002664714 }, { "x": 7, "y": 0.002891561 }, { "x": 8, "y": 0.003103617 }, { "x": 9, "y": 0.003303535 }, { "x": 10, "y": 0.003493256 }, { "x": 11, "y": 0.003674248 }, { "x": 12, "y": 0.003847658 }, { "x": 13, "y": 0.004014397 }, { "x": 14, "y": 0.004175209 }, { "x": 15, "y": 0.004330707 }, { "x": 16, "y": 0.004481403 }, { "x": 17, "y": 0.004627733 }, { "x": 18, "y": 0.004770071 }, { "x": 19, "y": 0.004908737 }, { "x": 20, "y": 0.005044014 }, { "x": 21, "y": 0.005176147 }, { "x": 22, "y": 0.005305355 }, { "x": 23, "y": 0.00543183 }, { "x": 24, "y": 0.005555746 }, { "x": 25, "y": 0.005677258 }, { "x": 26, "y": 0.005796506 }, { "x": 27, "y": 0.005913617 }, { "x": 28, "y": 0.006028707 }, { "x": 29, "y": 0.00614188 }, { "x": 30, "y": 0.006253234 }, { "x": 31, "y": 0.006362856 }, { "x": 32, "y": 0.006470828 }, { "x": 33, "y": 0.006577226 }, { "x": 34, "y": 0.006682119 }, { "x": 35, "y": 0.006785572 }, { "x": 36, "y": 0.006887644 }, { "x": 37, "y": 0.006988393 }, { "x": 38, "y": 0.007087869 }, { "x": 39, "y": 0.007186123 }, { "x": 40, "y": 0.007283199 }, { "x": 41, "y": 0.007379142 }, { "x": 42, "y": 0.00747399 }, { "x": 43, "y": 0.007567783 }, { "x": 44, "y": 0.007660556 }, { "x": 45, "y": 0.007752344 }, { "x": 46, "y": 0.007843178 }, { "x": 47, "y": 0.007933088 }, { "x": 48, "y": 0.008022103 }, { "x": 49, "y": 0.008110251 }, { "x": 50, "y": 0.008197558 }, { "x": 51, "y": 0.008284048 }, { "x": 52, "y": 0.008369744 }, { "x": 53, "y": 0.008454669 }, { "x": 54, "y": 0.008538844 }, { "x": 55, "y": 0.00862229 }, { "x": 56, "y": 0.008705026 }, { "x": 57, "y": 0.00878707 }, { "x": 58, "y": 0.00886844 }, { "x": 59, "y": 0.008949154 }, { "x": 60, "y": 0.009029227 }, { "x": 61, "y": 0.009108675 }, { "x": 62, "y": 0.009187514 }, { "x": 63, "y": 0.009265757 }, { "x": 64, "y": 0.009343418 }, { "x": 65, "y": 0.009420511 }, { "x": 66, "y": 0.009497049 }, { "x": 67, "y": 0.009573044 }, { "x": 68, "y": 0.009648507 }, { "x": 69, "y": 0.009723451 }, { "x": 70, "y": 0.009797885 }, { "x": 71, "y": 0.009871822 }, { "x": 72, "y": 0.009945271 }, { "x": 73, "y": 0.010018241859857 }, { "x": 74, "y": 0.0100907444514896 }, { "x": 75, "y": 0.0101627879957619 }, { "x": 76, "y": 0.0102343814624027 }, { "x": 77, "y": 0.010305534 }, { "x": 78, "y": 0.0103762526015636 }, { "x": 79, "y": 0.010446547 }, { "x": 80, "y": 0.010516424 }, { "x": 81, "y": 0.010585891937659 }, { "x": 82, "y": 0.0106549579007289 }, { "x": 83, "y": 0.0107236291181924 }, { "x": 84, "y": 0.0107919125619083 }, { "x": 85, "y": 0.0108598149992884 }, { "x": 86, "y": 0.0109273430016215 }, { "x": 87, "y": 0.0109945029519659 }, { "x": 88, "y": 0.0110613010526373 }, { "x": 89, "y": 0.0111277433323172 }, { "x": 90, "y": 0.0111938356528057 }, { "x": 91, "y": 0.0112595837154388 }, { "x": 92, "y": 0.0113249930671927 }, { "x": 93, "y": 0.0113900691064906 }, { "x": 94, "y": 0.0114548170887323 }, { "x": 95, "y": 0.011519242131561 }, { "x": 96, "y": 0.0115833492198832 }, { "x": 97, "y": 0.0116471432106545 }, { "x": 98, "y": 0.011710629 }, { "x": 99, "y": 0.0117738107148062 }, { "x": 100, "y": 0.011836693342416 }, { "x": 101, "y": 0.0118992811090727 }, { "x": 102, "y": 0.0119615782964874 }, { "x": 103, "y": 0.0120235890829203 }, { "x": 104, "y": 0.0120853175466588 }, { "x": 105, "y": 0.012146767669345 }, { "x": 106, "y": 0.0122079433391631 }, { "x": 107, "y": 0.0122688483538921 }, { "x": 108, "y": 0.0123294864238314 }, { "x": 109, "y": 0.0123898611746055 }, { "x": 110, "y": 0.012449976 }, { "x": 111, "y": 0.012509835 }, { "x": 112, "y": 0.0125694405537876 }, { "x": 113, "y": 0.0126287966825415 }, { "x": 114, "y": 0.012687906 }, { "x": 115, "y": 0.0127467729982986 }, { "x": 116, "y": 0.0128053994581977 }, { "x": 117, "y": 0.0128637888568056 }, { "x": 118, "y": 0.0129219441666827 }, { "x": 119, "y": 0.0129798682982891 }, { "x": 120, "y": 0.0130375641017916 } ] }, { "id": 1327, "curve_id": "L16.3", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: cast iron, joint type: rubber gasket, mechanical", "source_type": "Project Report", "source_abbrev": "Eidinger (1984)", "source_detail": "Eidinger, J. M.: Water-distribution, in: U.S. Geological Survey Professional Paper, Nummer 1552, edited by: Schiff, A. J. and Holzer, T. L., U.S. Government Printing Office, Washington, DC, 63–78, 1984.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 15.189968472870977, "sigma": 4.9660066204005773, "method": "Curve fitting", "mu_sigma_quality": 0.99942129448045247, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=15.190, σ=4.966, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Mexico", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001443306 }, { "x": 2, "y": 0.002084032 }, { "x": 3, "y": 0.002583644 }, { "x": 4, "y": 0.003009194 }, { "x": 5, "y": 0.003386979 }, { "x": 6, "y": 0.003730599 }, { "x": 7, "y": 0.004048185 }, { "x": 8, "y": 0.004345063 }, { "x": 9, "y": 0.004624949 }, { "x": 10, "y": 0.004890558 }, { "x": 11, "y": 0.005143948 }, { "x": 12, "y": 0.005386721 }, { "x": 13, "y": 0.005620156 }, { "x": 14, "y": 0.005845293 }, { "x": 15, "y": 0.006062989 }, { "x": 16, "y": 0.006273964 }, { "x": 17, "y": 0.006478827 }, { "x": 18, "y": 0.006678099 }, { "x": 19, "y": 0.006872232 }, { "x": 20, "y": 0.00706162 }, { "x": 21, "y": 0.007246606 }, { "x": 22, "y": 0.007427496 }, { "x": 23, "y": 0.007604562 }, { "x": 24, "y": 0.007778044 }, { "x": 25, "y": 0.007948161 }, { "x": 26, "y": 0.008115108 }, { "x": 27, "y": 0.008279064 }, { "x": 28, "y": 0.008440189 }, { "x": 29, "y": 0.008598632 }, { "x": 30, "y": 0.008754527 }, { "x": 31, "y": 0.008907998 }, { "x": 32, "y": 0.00905916 }, { "x": 33, "y": 0.009208117 }, { "x": 34, "y": 0.009354967 }, { "x": 35, "y": 0.009499801 }, { "x": 36, "y": 0.009642702 }, { "x": 37, "y": 0.00978375 }, { "x": 38, "y": 0.009923017 }, { "x": 39, "y": 0.0100605720053555 }, { "x": 40, "y": 0.0101964789597055 }, { "x": 41, "y": 0.010330798149436 }, { "x": 42, "y": 0.010463586 }, { "x": 43, "y": 0.0105948963769891 }, { "x": 44, "y": 0.0107247789723432 }, { "x": 45, "y": 0.010853281 }, { "x": 46, "y": 0.0109804485865614 }, { "x": 47, "y": 0.0111063229235573 }, { "x": 48, "y": 0.011230945 }, { "x": 49, "y": 0.0113543520161962 }, { "x": 50, "y": 0.0114765812137942 }, { "x": 51, "y": 0.0115976667464103 }, { "x": 52, "y": 0.0117176414313029 }, { "x": 53, "y": 0.0118365365336655 }, { "x": 54, "y": 0.0119543818678158 }, { "x": 55, "y": 0.0120712058900424 }, { "x": 56, "y": 0.0121870357839361 }, { "x": 57, "y": 0.0123018975389368 }, { "x": 58, "y": 0.012415816 }, { "x": 59, "y": 0.0125288150481711 }, { "x": 60, "y": 0.0126409174349462 }, { "x": 61, "y": 0.0127521450669359 }, { "x": 62, "y": 0.0128625189451831 }, { "x": 63, "y": 0.0129720592371385 }, { "x": 64, "y": 0.0130807853224102 }, { "x": 65, "y": 0.0131887158353291 }, { "x": 66, "y": 0.013295869 }, { "x": 67, "y": 0.0134022611902627 }, { "x": 68, "y": 0.01350791 }, { "x": 69, "y": 0.013612830912506 }, { "x": 70, "y": 0.01371704 }, { "x": 71, "y": 0.0138205509657097 }, { "x": 72, "y": 0.0139233793252877 }, { "x": 73, "y": 0.0140255386037999 }, { "x": 74, "y": 0.014127042 }, { "x": 75, "y": 0.0142279031940667 }, { "x": 76, "y": 0.014328134 }, { "x": 77, "y": 0.0144277469427011 }, { "x": 78, "y": 0.0145267536421891 }, { "x": 79, "y": 0.0146251655365634 }, { "x": 80, "y": 0.0147229936614496 }, { "x": 81, "y": 0.014820249 }, { "x": 82, "y": 0.0149169410610204 }, { "x": 83, "y": 0.015013081 }, { "x": 84, "y": 0.0151086775866717 }, { "x": 85, "y": 0.0152037409990037 }, { "x": 86, "y": 0.01529828 }, { "x": 87, "y": 0.0153923041327522 }, { "x": 88, "y": 0.015485821 }, { "x": 89, "y": 0.015578841 }, { "x": 90, "y": 0.0156713699139279 }, { "x": 91, "y": 0.015763417 }, { "x": 92, "y": 0.0158549902940698 }, { "x": 93, "y": 0.0159460967490868 }, { "x": 94, "y": 0.0160367439242252 }, { "x": 95, "y": 0.016126939 }, { "x": 96, "y": 0.0162166889078365 }, { "x": 97, "y": 0.016306 }, { "x": 98, "y": 0.0163948803724255 }, { "x": 99, "y": 0.0164833350007287 }, { "x": 100, "y": 0.0165713706793825 }, { "x": 101, "y": 0.0166589935527018 }, { "x": 102, "y": 0.01674621 }, { "x": 103, "y": 0.0168330247160885 }, { "x": 104, "y": 0.0169194445653223 }, { "x": 105, "y": 0.017005474737083 }, { "x": 106, "y": 0.0170911206748283 }, { "x": 107, "y": 0.0171763876954489 }, { "x": 108, "y": 0.017261280993364 }, { "x": 109, "y": 0.0173458056444477 }, { "x": 110, "y": 0.0174299666097953 }, { "x": 111, "y": 0.0175137687393364 }, { "x": 112, "y": 0.0175972167753027 }, { "x": 113, "y": 0.0176803153555582 }, { "x": 114, "y": 0.017763069 }, { "x": 115, "y": 0.017845482 }, { "x": 116, "y": 0.017927559 }, { "x": 117, "y": 0.0180093043995278 }, { "x": 118, "y": 0.0180907218333558 }, { "x": 119, "y": 0.018171816 }, { "x": 120, "y": 0.01825259 } ] }, { "id": 1328, "curve_id": "L16.4", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: welded steel, joint type: arc welded single lap", "source_type": "Project Report", "source_abbrev": "Eidinger (1984)", "source_detail": "Eidinger, J. M.: Water-distribution, in: U.S. Geological Survey Professional Paper, Nummer 1552, edited by: Schiff, A. J. and Holzer, T. L., U.S. Government Printing Office, Washington, DC, 63–78, 1984.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 18.024233819661468, "sigma": 4.9999198831979514, "method": "Curve fitting", "mu_sigma_quality": 0.98306475281564831, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=18.024, σ=5.000, R²=0.983; Mu/sigma can be used for reconstruction (quality: 0.983); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Mexico", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.00030928 }, { "x": 2, "y": 0.000446578 }, { "x": 3, "y": 0.000553638 }, { "x": 4, "y": 0.000644827 }, { "x": 5, "y": 0.000725781 }, { "x": 6, "y": 0.000799414 }, { "x": 7, "y": 0.000867468 }, { "x": 8, "y": 0.000931085 }, { "x": 9, "y": 0.000991061 }, { "x": 10, "y": 0.001047977 }, { "x": 11, "y": 0.001102275 }, { "x": 12, "y": 0.001154297 }, { "x": 13, "y": 0.001204319 }, { "x": 14, "y": 0.001252563 }, { "x": 15, "y": 0.001299212 }, { "x": 16, "y": 0.001344421 }, { "x": 17, "y": 0.00138832 }, { "x": 18, "y": 0.001431021 }, { "x": 19, "y": 0.001472621 }, { "x": 20, "y": 0.001513204 }, { "x": 21, "y": 0.001552844 }, { "x": 22, "y": 0.001591606 }, { "x": 23, "y": 0.001629549 }, { "x": 24, "y": 0.001666724 }, { "x": 25, "y": 0.001703177 }, { "x": 26, "y": 0.001738952 }, { "x": 27, "y": 0.001774085 }, { "x": 28, "y": 0.001808612 }, { "x": 29, "y": 0.001842564 }, { "x": 30, "y": 0.00187597 }, { "x": 31, "y": 0.001908857 }, { "x": 32, "y": 0.001941249 }, { "x": 33, "y": 0.001973168 }, { "x": 34, "y": 0.002004636 }, { "x": 35, "y": 0.002035672 }, { "x": 36, "y": 0.002066293 }, { "x": 37, "y": 0.002096518 }, { "x": 38, "y": 0.002126361 }, { "x": 39, "y": 0.002155837 }, { "x": 40, "y": 0.00218496 }, { "x": 41, "y": 0.002213742 }, { "x": 42, "y": 0.002242197 }, { "x": 43, "y": 0.002270335 }, { "x": 44, "y": 0.002298167 }, { "x": 45, "y": 0.002325703 }, { "x": 46, "y": 0.002352953 }, { "x": 47, "y": 0.002379926 }, { "x": 48, "y": 0.002406631 }, { "x": 49, "y": 0.002433075 }, { "x": 50, "y": 0.002459267 }, { "x": 51, "y": 0.002485214 }, { "x": 52, "y": 0.002510923 }, { "x": 53, "y": 0.002536401 }, { "x": 54, "y": 0.002561653 }, { "x": 55, "y": 0.002586687 }, { "x": 56, "y": 0.002611508 }, { "x": 57, "y": 0.002636121 }, { "x": 58, "y": 0.002660532 }, { "x": 59, "y": 0.002684746 }, { "x": 60, "y": 0.002708768 }, { "x": 61, "y": 0.002732603 }, { "x": 62, "y": 0.002756254 }, { "x": 63, "y": 0.002779727 }, { "x": 64, "y": 0.002803025 }, { "x": 65, "y": 0.002826153 }, { "x": 66, "y": 0.002849115 }, { "x": 67, "y": 0.002871913 }, { "x": 68, "y": 0.002894552 }, { "x": 69, "y": 0.002917035 }, { "x": 70, "y": 0.002939366 }, { "x": 71, "y": 0.002961547 }, { "x": 72, "y": 0.002983581 }, { "x": 73, "y": 0.003005473 }, { "x": 74, "y": 0.003027223 }, { "x": 75, "y": 0.003048836 }, { "x": 76, "y": 0.003070314 }, { "x": 77, "y": 0.00309166 }, { "x": 78, "y": 0.003112876 }, { "x": 79, "y": 0.003133964 }, { "x": 80, "y": 0.003154927 }, { "x": 81, "y": 0.003175768 }, { "x": 82, "y": 0.003196487 }, { "x": 83, "y": 0.003217089 }, { "x": 84, "y": 0.003237574 }, { "x": 85, "y": 0.003257944 }, { "x": 86, "y": 0.003278203 }, { "x": 87, "y": 0.003298351 }, { "x": 88, "y": 0.00331839 }, { "x": 89, "y": 0.003338323 }, { "x": 90, "y": 0.003358151 }, { "x": 91, "y": 0.003377875 }, { "x": 92, "y": 0.003397498 }, { "x": 93, "y": 0.003417021 }, { "x": 94, "y": 0.003436445 }, { "x": 95, "y": 0.003455773 }, { "x": 96, "y": 0.003475005 }, { "x": 97, "y": 0.003494143 }, { "x": 98, "y": 0.003513189 }, { "x": 99, "y": 0.003532143 }, { "x": 100, "y": 0.003551008 }, { "x": 101, "y": 0.003569784 }, { "x": 102, "y": 0.003588473 }, { "x": 103, "y": 0.003607077 }, { "x": 104, "y": 0.003625595 }, { "x": 105, "y": 0.00364403 }, { "x": 106, "y": 0.003662383 }, { "x": 107, "y": 0.003680655 }, { "x": 108, "y": 0.003698846 }, { "x": 109, "y": 0.003716958 }, { "x": 110, "y": 0.003734993 }, { "x": 111, "y": 0.00375295 }, { "x": 112, "y": 0.003770832 }, { "x": 113, "y": 0.003788639 }, { "x": 114, "y": 0.003806372 }, { "x": 115, "y": 0.003824032 }, { "x": 116, "y": 0.00384162 }, { "x": 117, "y": 0.003859137 }, { "x": 118, "y": 0.003876583 }, { "x": 119, "y": 0.00389396 }, { "x": 120, "y": 0.003911269 } ] }, { "id": 1329, "curve_id": "L16.5", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: welded steel, joint type: rubber gasket", "source_type": "Project Report", "source_abbrev": "Eidinger (1984)", "source_detail": "Eidinger, J. M.: Water-distribution, in: U.S. Geological Survey Professional Paper, Nummer 1552, edited by: Schiff, A. J. and Holzer, T. L., U.S. Government Printing Office, Washington, DC, 63–78, 1984.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 15.189968472870977, "sigma": 4.9660066204005773, "method": "Curve fitting", "mu_sigma_quality": 0.99942129448045247, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=15.190, σ=4.966, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E + O)", "geography": "USA, Mexico", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001443306 }, { "x": 2, "y": 0.002084032 }, { "x": 3, "y": 0.002583644 }, { "x": 4, "y": 0.003009194 }, { "x": 5, "y": 0.003386979 }, { "x": 6, "y": 0.003730599 }, { "x": 7, "y": 0.004048185 }, { "x": 8, "y": 0.004345063 }, { "x": 9, "y": 0.004624949 }, { "x": 10, "y": 0.004890558 }, { "x": 11, "y": 0.005143948 }, { "x": 12, "y": 0.005386721 }, { "x": 13, "y": 0.005620156 }, { "x": 14, "y": 0.005845293 }, { "x": 15, "y": 0.006062989 }, { "x": 16, "y": 0.006273964 }, { "x": 17, "y": 0.006478827 }, { "x": 18, "y": 0.006678099 }, { "x": 19, "y": 0.006872232 }, { "x": 20, "y": 0.00706162 }, { "x": 21, "y": 0.007246606 }, { "x": 22, "y": 0.007427496 }, { "x": 23, "y": 0.007604562 }, { "x": 24, "y": 0.007778044 }, { "x": 25, "y": 0.007948161 }, { "x": 26, "y": 0.008115108 }, { "x": 27, "y": 0.008279064 }, { "x": 28, "y": 0.008440189 }, { "x": 29, "y": 0.008598632 }, { "x": 30, "y": 0.008754527 }, { "x": 31, "y": 0.008907998 }, { "x": 32, "y": 0.00905916 }, { "x": 33, "y": 0.009208117 }, { "x": 34, "y": 0.009354967 }, { "x": 35, "y": 0.009499801 }, { "x": 36, "y": 0.009642702 }, { "x": 37, "y": 0.00978375 }, { "x": 38, "y": 0.009923017 }, { "x": 39, "y": 0.0100605720053555 }, { "x": 40, "y": 0.0101964789597055 }, { "x": 41, "y": 0.010330798149436 }, { "x": 42, "y": 0.010463586 }, { "x": 43, "y": 0.0105948963769891 }, { "x": 44, "y": 0.0107247789723432 }, { "x": 45, "y": 0.010853281 }, { "x": 46, "y": 0.0109804485865614 }, { "x": 47, "y": 0.0111063229235573 }, { "x": 48, "y": 0.011230945 }, { "x": 49, "y": 0.0113543520161962 }, { "x": 50, "y": 0.0114765812137942 }, { "x": 51, "y": 0.0115976667464103 }, { "x": 52, "y": 0.0117176414313029 }, { "x": 53, "y": 0.0118365365336655 }, { "x": 54, "y": 0.0119543818678158 }, { "x": 55, "y": 0.0120712058900424 }, { "x": 56, "y": 0.0121870357839361 }, { "x": 57, "y": 0.0123018975389368 }, { "x": 58, "y": 0.012415816 }, { "x": 59, "y": 0.0125288150481711 }, { "x": 60, "y": 0.0126409174349462 }, { "x": 61, "y": 0.0127521450669359 }, { "x": 62, "y": 0.0128625189451831 }, { "x": 63, "y": 0.0129720592371385 }, { "x": 64, "y": 0.0130807853224102 }, { "x": 65, "y": 0.0131887158353291 }, { "x": 66, "y": 0.013295869 }, { "x": 67, "y": 0.0134022611902627 }, { "x": 68, "y": 0.01350791 }, { "x": 69, "y": 0.013612830912506 }, { "x": 70, "y": 0.01371704 }, { "x": 71, "y": 0.0138205509657097 }, { "x": 72, "y": 0.0139233793252877 }, { "x": 73, "y": 0.0140255386037999 }, { "x": 74, "y": 0.014127042 }, { "x": 75, "y": 0.0142279031940667 }, { "x": 76, "y": 0.014328134 }, { "x": 77, "y": 0.0144277469427011 }, { "x": 78, "y": 0.0145267536421891 }, { "x": 79, "y": 0.0146251655365634 }, { "x": 80, "y": 0.0147229936614496 }, { "x": 81, "y": 0.014820249 }, { "x": 82, "y": 0.0149169410610204 }, { "x": 83, "y": 0.015013081 }, { "x": 84, "y": 0.0151086775866717 }, { "x": 85, "y": 0.0152037409990037 }, { "x": 86, "y": 0.01529828 }, { "x": 87, "y": 0.0153923041327522 }, { "x": 88, "y": 0.015485821 }, { "x": 89, "y": 0.015578841 }, { "x": 90, "y": 0.0156713699139279 }, { "x": 91, "y": 0.015763417 }, { "x": 92, "y": 0.0158549902940698 }, { "x": 93, "y": 0.0159460967490868 }, { "x": 94, "y": 0.0160367439242252 }, { "x": 95, "y": 0.016126939 }, { "x": 96, "y": 0.0162166889078365 }, { "x": 97, "y": 0.016306 }, { "x": 98, "y": 0.0163948803724255 }, { "x": 99, "y": 0.0164833350007287 }, { "x": 100, "y": 0.0165713706793825 }, { "x": 101, "y": 0.0166589935527018 }, { "x": 102, "y": 0.01674621 }, { "x": 103, "y": 0.0168330247160885 }, { "x": 104, "y": 0.0169194445653223 }, { "x": 105, "y": 0.017005474737083 }, { "x": 106, "y": 0.0170911206748283 }, { "x": 107, "y": 0.0171763876954489 }, { "x": 108, "y": 0.017261280993364 }, { "x": 109, "y": 0.0173458056444477 }, { "x": 110, "y": 0.0174299666097953 }, { "x": 111, "y": 0.0175137687393364 }, { "x": 112, "y": 0.0175972167753027 }, { "x": 113, "y": 0.0176803153555582 }, { "x": 114, "y": 0.017763069 }, { "x": 115, "y": 0.017845482 }, { "x": 116, "y": 0.017927559 }, { "x": 117, "y": 0.0180093043995278 }, { "x": 118, "y": 0.0180907218333558 }, { "x": 119, "y": 0.018171816 }, { "x": 120, "y": 0.01825259 } ] }, { "id": 1330, "curve_id": "L16.6", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: abestos cement, joint type: rubber gasket", "source_type": "Project Report", "source_abbrev": "Eidinger (1984)", "source_detail": "Eidinger, J. M.: Water-distribution, in: U.S. Geological Survey Professional Paper, Nummer 1552, edited by: Schiff, A. J. and Holzer, T. L., U.S. Government Printing Office, Washington, DC, 63–78, 1984.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 14.744587518543529, "sigma": 4.8808967757805783, "method": "Curve fitting", "mu_sigma_quality": 0.99938354442028532, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=14.745, σ=4.881, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Mexico", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001649493 }, { "x": 2, "y": 0.002381751 }, { "x": 3, "y": 0.002952736 }, { "x": 4, "y": 0.003439079 }, { "x": 5, "y": 0.003870833 }, { "x": 6, "y": 0.004263542 }, { "x": 7, "y": 0.004626498 }, { "x": 8, "y": 0.004965787 }, { "x": 9, "y": 0.005285656 }, { "x": 10, "y": 0.005589209 }, { "x": 11, "y": 0.005878798 }, { "x": 12, "y": 0.006156253 }, { "x": 13, "y": 0.006423036 }, { "x": 14, "y": 0.006680335 }, { "x": 15, "y": 0.006929131 }, { "x": 16, "y": 0.007170245 }, { "x": 17, "y": 0.007404373 }, { "x": 18, "y": 0.007632113 }, { "x": 19, "y": 0.00785398 }, { "x": 20, "y": 0.008070423 }, { "x": 21, "y": 0.008281836 }, { "x": 22, "y": 0.008488567 }, { "x": 23, "y": 0.008690928 }, { "x": 24, "y": 0.008889193 }, { "x": 25, "y": 0.009083612 }, { "x": 26, "y": 0.009274409 }, { "x": 27, "y": 0.009461787 }, { "x": 28, "y": 0.009645931 }, { "x": 29, "y": 0.009827008 }, { "x": 30, "y": 0.010005174 }, { "x": 31, "y": 0.0101805695855596 }, { "x": 32, "y": 0.010353325485941 }, { "x": 33, "y": 0.010523562 }, { "x": 34, "y": 0.010691391 }, { "x": 35, "y": 0.010856915119762 }, { "x": 36, "y": 0.0110202311608891 }, { "x": 37, "y": 0.0111814285440368 }, { "x": 38, "y": 0.0113405909310664 }, { "x": 39, "y": 0.0114977965775491 }, { "x": 40, "y": 0.011653118811092 }, { "x": 41, "y": 0.0118066264564983 }, { "x": 42, "y": 0.011958384 }, { "x": 43, "y": 0.012108453 }, { "x": 44, "y": 0.0122568902541066 }, { "x": 45, "y": 0.012403750197743 }, { "x": 46, "y": 0.0125490840989274 }, { "x": 47, "y": 0.0126929404840655 }, { "x": 48, "y": 0.0128353653415164 }, { "x": 49, "y": 0.0129764023042243 }, { "x": 50, "y": 0.013116093 }, { "x": 51, "y": 0.0132544762816118 }, { "x": 52, "y": 0.0133915902072034 }, { "x": 53, "y": 0.0135274703241892 }, { "x": 54, "y": 0.0136621507060752 }, { "x": 55, "y": 0.0137956638743341 }, { "x": 56, "y": 0.0139280408959269 }, { "x": 57, "y": 0.014059311 }, { "x": 58, "y": 0.0141895040259937 }, { "x": 59, "y": 0.0143186457693384 }, { "x": 60, "y": 0.0144467627827957 }, { "x": 61, "y": 0.0145738800764982 }, { "x": 62, "y": 0.0147000216516378 }, { "x": 63, "y": 0.0148252105567298 }, { "x": 64, "y": 0.0149494689398974 }, { "x": 65, "y": 0.015072818097519 }, { "x": 66, "y": 0.0151952785195404 }, { "x": 67, "y": 0.0153168699317288 }, { "x": 68, "y": 0.015437611 }, { "x": 69, "y": 0.015557521042864 }, { "x": 70, "y": 0.015676616714734 }, { "x": 71, "y": 0.0157949153893825 }, { "x": 72, "y": 0.015912434 }, { "x": 73, "y": 0.016029187 }, { "x": 74, "y": 0.016145191 }, { "x": 75, "y": 0.016260461 }, { "x": 76, "y": 0.01637501 }, { "x": 77, "y": 0.0164888536488012 }, { "x": 78, "y": 0.016602004 }, { "x": 79, "y": 0.0167144748989296 }, { "x": 80, "y": 0.0168262784702281 }, { "x": 81, "y": 0.016937427 }, { "x": 82, "y": 0.0170479326411662 }, { "x": 83, "y": 0.0171578065891079 }, { "x": 84, "y": 0.0172670600990533 }, { "x": 85, "y": 0.0173757039988614 }, { "x": 86, "y": 0.0174837488025944 }, { "x": 87, "y": 0.0175912047231454 }, { "x": 88, "y": 0.0176980816842197 }, { "x": 89, "y": 0.0178043893317076 }, { "x": 90, "y": 0.017910137 }, { "x": 91, "y": 0.0180153339447022 }, { "x": 92, "y": 0.0181199889075084 }, { "x": 93, "y": 0.0182241105703849 }, { "x": 94, "y": 0.0183277073419717 }, { "x": 95, "y": 0.0184307874104977 }, { "x": 96, "y": 0.0185333587518131 }, { "x": 97, "y": 0.0186354291370473 }, { "x": 98, "y": 0.018737006 }, { "x": 99, "y": 0.01883809714369 }, { "x": 100, "y": 0.018938709 }, { "x": 101, "y": 0.0190388497745164 }, { "x": 102, "y": 0.0191385252743798 }, { "x": 103, "y": 0.0192377425326726 }, { "x": 104, "y": 0.019336508 }, { "x": 105, "y": 0.019434828270952 }, { "x": 106, "y": 0.019532709 }, { "x": 107, "y": 0.019630157 }, { "x": 108, "y": 0.019727178 }, { "x": 109, "y": 0.019823778 }, { "x": 110, "y": 0.0199199618397661 }, { "x": 111, "y": 0.0200157357020987 }, { "x": 112, "y": 0.020111105 }, { "x": 113, "y": 0.0202060746920665 }, { "x": 114, "y": 0.0203006503049111 }, { "x": 115, "y": 0.0203948367972778 }, { "x": 116, "y": 0.0204886391331164 }, { "x": 117, "y": 0.020582062 }, { "x": 118, "y": 0.020675111 }, { "x": 119, "y": 0.0207677892772627 }, { "x": 120, "y": 0.0208601025628665 } ] }, { "id": 1331, "curve_id": "L16.7", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: abestos cement, joint type: cement", "source_type": "Project Report", "source_abbrev": "Eidinger (1984)", "source_detail": "Eidinger, J. M.: Water-distribution, in: U.S. Geological Survey Professional Paper, Nummer 1552, edited by: Schiff, A. J. and Holzer, T. L., U.S. Government Printing Office, Washington, DC, 63–78, 1984.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 13.997391335760945, "sigma": 4.7327990154867479, "method": "Curve fitting", "mu_sigma_quality": 0.9993116449973326, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=13.997, σ=4.733, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Mexico", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.002061866 }, { "x": 2, "y": 0.002977188 }, { "x": 3, "y": 0.00369092 }, { "x": 4, "y": 0.004298849 }, { "x": 5, "y": 0.004838542 }, { "x": 6, "y": 0.005329427 }, { "x": 7, "y": 0.005783122 }, { "x": 8, "y": 0.006207234 }, { "x": 9, "y": 0.00660707 }, { "x": 10, "y": 0.006986512 }, { "x": 11, "y": 0.007348497 }, { "x": 12, "y": 0.007695316 }, { "x": 13, "y": 0.008028795 }, { "x": 14, "y": 0.008350419 }, { "x": 15, "y": 0.008661413 }, { "x": 16, "y": 0.008962806 }, { "x": 17, "y": 0.009255467 }, { "x": 18, "y": 0.009540142 }, { "x": 19, "y": 0.009817475 }, { "x": 20, "y": 0.0100880282489156 }, { "x": 21, "y": 0.0103522944995342 }, { "x": 22, "y": 0.0106107092128497 }, { "x": 23, "y": 0.0108636595009653 }, { "x": 24, "y": 0.0111114912882482 }, { "x": 25, "y": 0.0113545152148359 }, { "x": 26, "y": 0.0115930114931618 }, { "x": 27, "y": 0.0118272339360894 }, { "x": 28, "y": 0.0120574133232404 }, { "x": 29, "y": 0.0122837602338762 }, { "x": 30, "y": 0.0125064674462518 }, { "x": 31, "y": 0.012725712 }, { "x": 32, "y": 0.0129416568574263 }, { "x": 33, "y": 0.0131544525924987 }, { "x": 34, "y": 0.0133642385158045 }, { "x": 35, "y": 0.0135711438997025 }, { "x": 36, "y": 0.0137752889511114 }, { "x": 37, "y": 0.013976785680046 }, { "x": 38, "y": 0.014175738663833 }, { "x": 39, "y": 0.0143722457219364 }, { "x": 40, "y": 0.014566398513865 }, { "x": 41, "y": 0.0147582830706229 }, { "x": 42, "y": 0.0149479802685244 }, { "x": 43, "y": 0.0151355662528416 }, { "x": 44, "y": 0.0153211128176332 }, { "x": 45, "y": 0.0155046877471788 }, { "x": 46, "y": 0.015686355 }, { "x": 47, "y": 0.0158661756050819 }, { "x": 48, "y": 0.0160442066768955 }, { "x": 49, "y": 0.0162205028802804 }, { "x": 50, "y": 0.016395116019706 }, { "x": 51, "y": 0.0165680953520148 }, { "x": 52, "y": 0.0167394877590042 }, { "x": 53, "y": 0.0169093379052365 }, { "x": 54, "y": 0.017077688382594 }, { "x": 55, "y": 0.01724458 }, { "x": 56, "y": 0.017410051 }, { "x": 57, "y": 0.017574139 }, { "x": 58, "y": 0.0177368800324922 }, { "x": 59, "y": 0.017898307211673 }, { "x": 60, "y": 0.0180584534784946 }, { "x": 61, "y": 0.0182173500956227 }, { "x": 62, "y": 0.018375027 }, { "x": 63, "y": 0.0185315131959122 }, { "x": 64, "y": 0.0186868361748717 }, { "x": 65, "y": 0.0188410226218988 }, { "x": 66, "y": 0.018994098 }, { "x": 67, "y": 0.019146087414661 }, { "x": 68, "y": 0.0192970141688963 }, { "x": 69, "y": 0.01944690130358 }, { "x": 70, "y": 0.0195957708934175 }, { "x": 71, "y": 0.019743644 }, { "x": 72, "y": 0.0198905418932682 }, { "x": 73, "y": 0.0200364837197141 }, { "x": 74, "y": 0.0201814889029792 }, { "x": 75, "y": 0.0203255759915239 }, { "x": 76, "y": 0.0204687629248055 }, { "x": 77, "y": 0.020611067 }, { "x": 78, "y": 0.020752505 }, { "x": 79, "y": 0.020893094 }, { "x": 80, "y": 0.021032848 }, { "x": 81, "y": 0.021171783875318 }, { "x": 82, "y": 0.021309916 }, { "x": 83, "y": 0.021447258 }, { "x": 84, "y": 0.021583825 }, { "x": 85, "y": 0.02171963 }, { "x": 86, "y": 0.021854686 }, { "x": 87, "y": 0.0219890059039318 }, { "x": 88, "y": 0.0221226021052746 }, { "x": 89, "y": 0.0222554866646345 }, { "x": 90, "y": 0.0223876713056114 }, { "x": 91, "y": 0.0225191674308777 }, { "x": 92, "y": 0.0226499861343855 }, { "x": 93, "y": 0.022780138 }, { "x": 94, "y": 0.0229096341774646 }, { "x": 95, "y": 0.0230384842631221 }, { "x": 96, "y": 0.0231666984397664 }, { "x": 97, "y": 0.023294286 }, { "x": 98, "y": 0.023421258 }, { "x": 99, "y": 0.0235476214296125 }, { "x": 100, "y": 0.0236733866848321 }, { "x": 101, "y": 0.0237985622181455 }, { "x": 102, "y": 0.0239231565929748 }, { "x": 103, "y": 0.0240471781658407 }, { "x": 104, "y": 0.0241706350933176 }, { "x": 105, "y": 0.02429353533869 }, { "x": 106, "y": 0.0244158866783262 }, { "x": 107, "y": 0.024537697 }, { "x": 108, "y": 0.0246589728476628 }, { "x": 109, "y": 0.024779722349211 }, { "x": 110, "y": 0.024899952 }, { "x": 111, "y": 0.02501967 }, { "x": 112, "y": 0.0251388811075753 }, { "x": 113, "y": 0.0252575933650831 }, { "x": 114, "y": 0.025375813 }, { "x": 115, "y": 0.0254935459965972 }, { "x": 116, "y": 0.025610799 }, { "x": 117, "y": 0.0257275777136112 }, { "x": 118, "y": 0.025843888 }, { "x": 119, "y": 0.0259597365965783 }, { "x": 120, "y": 0.0260751282035832 } ] }, { "id": 1332, "curve_id": "L16.8", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: concrete, joint type: welded", "source_type": "Project Report", "source_abbrev": "Eidinger (1984)", "source_detail": "Eidinger, J. M.: Water-distribution, in: U.S. Geological Survey Professional Paper, Nummer 1552, edited by: Schiff, A. J. and Holzer, T. L., U.S. Government Printing Office, Washington, DC, 63–78, 1984.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 14.744587518543529, "sigma": 4.8808967757805783, "method": "Curve fitting", "mu_sigma_quality": 0.99938354442028532, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=14.745, σ=4.881, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E + O)", "geography": "USA, Mexico", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001649493 }, { "x": 2, "y": 0.002381751 }, { "x": 3, "y": 0.002952736 }, { "x": 4, "y": 0.003439079 }, { "x": 5, "y": 0.003870833 }, { "x": 6, "y": 0.004263542 }, { "x": 7, "y": 0.004626498 }, { "x": 8, "y": 0.004965787 }, { "x": 9, "y": 0.005285656 }, { "x": 10, "y": 0.005589209 }, { "x": 11, "y": 0.005878798 }, { "x": 12, "y": 0.006156253 }, { "x": 13, "y": 0.006423036 }, { "x": 14, "y": 0.006680335 }, { "x": 15, "y": 0.006929131 }, { "x": 16, "y": 0.007170245 }, { "x": 17, "y": 0.007404373 }, { "x": 18, "y": 0.007632113 }, { "x": 19, "y": 0.00785398 }, { "x": 20, "y": 0.008070423 }, { "x": 21, "y": 0.008281836 }, { "x": 22, "y": 0.008488567 }, { "x": 23, "y": 0.008690928 }, { "x": 24, "y": 0.008889193 }, { "x": 25, "y": 0.009083612 }, { "x": 26, "y": 0.009274409 }, { "x": 27, "y": 0.009461787 }, { "x": 28, "y": 0.009645931 }, { "x": 29, "y": 0.009827008 }, { "x": 30, "y": 0.010005174 }, { "x": 31, "y": 0.0101805695855596 }, { "x": 32, "y": 0.010353325485941 }, { "x": 33, "y": 0.010523562 }, { "x": 34, "y": 0.010691391 }, { "x": 35, "y": 0.010856915119762 }, { "x": 36, "y": 0.0110202311608891 }, { "x": 37, "y": 0.0111814285440368 }, { "x": 38, "y": 0.0113405909310664 }, { "x": 39, "y": 0.0114977965775491 }, { "x": 40, "y": 0.011653118811092 }, { "x": 41, "y": 0.0118066264564983 }, { "x": 42, "y": 0.011958384 }, { "x": 43, "y": 0.012108453 }, { "x": 44, "y": 0.0122568902541066 }, { "x": 45, "y": 0.012403750197743 }, { "x": 46, "y": 0.0125490840989274 }, { "x": 47, "y": 0.0126929404840655 }, { "x": 48, "y": 0.0128353653415164 }, { "x": 49, "y": 0.0129764023042243 }, { "x": 50, "y": 0.013116093 }, { "x": 51, "y": 0.0132544762816118 }, { "x": 52, "y": 0.0133915902072034 }, { "x": 53, "y": 0.0135274703241892 }, { "x": 54, "y": 0.0136621507060752 }, { "x": 55, "y": 0.0137956638743341 }, { "x": 56, "y": 0.0139280408959269 }, { "x": 57, "y": 0.014059311 }, { "x": 58, "y": 0.0141895040259937 }, { "x": 59, "y": 0.0143186457693384 }, { "x": 60, "y": 0.0144467627827957 }, { "x": 61, "y": 0.0145738800764982 }, { "x": 62, "y": 0.0147000216516378 }, { "x": 63, "y": 0.0148252105567298 }, { "x": 64, "y": 0.0149494689398974 }, { "x": 65, "y": 0.015072818097519 }, { "x": 66, "y": 0.0151952785195404 }, { "x": 67, "y": 0.0153168699317288 }, { "x": 68, "y": 0.015437611 }, { "x": 69, "y": 0.015557521042864 }, { "x": 70, "y": 0.015676616714734 }, { "x": 71, "y": 0.0157949153893825 }, { "x": 72, "y": 0.015912434 }, { "x": 73, "y": 0.016029187 }, { "x": 74, "y": 0.016145191 }, { "x": 75, "y": 0.016260461 }, { "x": 76, "y": 0.01637501 }, { "x": 77, "y": 0.0164888536488012 }, { "x": 78, "y": 0.016602004 }, { "x": 79, "y": 0.0167144748989296 }, { "x": 80, "y": 0.0168262784702281 }, { "x": 81, "y": 0.016937427 }, { "x": 82, "y": 0.0170479326411662 }, { "x": 83, "y": 0.0171578065891079 }, { "x": 84, "y": 0.0172670600990533 }, { "x": 85, "y": 0.0173757039988614 }, { "x": 86, "y": 0.0174837488025944 }, { "x": 87, "y": 0.0175912047231454 }, { "x": 88, "y": 0.0176980816842197 }, { "x": 89, "y": 0.0178043893317076 }, { "x": 90, "y": 0.017910137 }, { "x": 91, "y": 0.0180153339447022 }, { "x": 92, "y": 0.0181199889075084 }, { "x": 93, "y": 0.0182241105703849 }, { "x": 94, "y": 0.0183277073419717 }, { "x": 95, "y": 0.0184307874104977 }, { "x": 96, "y": 0.0185333587518131 }, { "x": 97, "y": 0.0186354291370473 }, { "x": 98, "y": 0.018737006 }, { "x": 99, "y": 0.01883809714369 }, { "x": 100, "y": 0.018938709 }, { "x": 101, "y": 0.0190388497745164 }, { "x": 102, "y": 0.0191385252743798 }, { "x": 103, "y": 0.0192377425326726 }, { "x": 104, "y": 0.019336508 }, { "x": 105, "y": 0.019434828270952 }, { "x": 106, "y": 0.019532709 }, { "x": 107, "y": 0.019630157 }, { "x": 108, "y": 0.019727178 }, { "x": 109, "y": 0.019823778 }, { "x": 110, "y": 0.0199199618397661 }, { "x": 111, "y": 0.0200157357020987 }, { "x": 112, "y": 0.020111105 }, { "x": 113, "y": 0.0202060746920665 }, { "x": 114, "y": 0.0203006503049111 }, { "x": 115, "y": 0.0203948367972778 }, { "x": 116, "y": 0.0204886391331164 }, { "x": 117, "y": 0.020582062 }, { "x": 118, "y": 0.020675111 }, { "x": 119, "y": 0.0207677892772627 }, { "x": 120, "y": 0.0208601025628665 } ] }, { "id": 1333, "curve_id": "L16.9", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: concrete, joint type: cement", "source_type": "Project Report", "source_abbrev": "Eidinger (1984)", "source_detail": "Eidinger, J. M.: Water-distribution, in: U.S. Geological Survey Professional Paper, Nummer 1552, edited by: Schiff, A. J. and Holzer, T. L., U.S. Government Printing Office, Washington, DC, 63–78, 1984.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 13.997391335760945, "sigma": 4.7327990154867479, "method": "Curve fitting", "mu_sigma_quality": 0.9993116449973326, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=13.997, σ=4.733, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E + O)", "geography": "USA, Mexico", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.002061866 }, { "x": 2, "y": 0.002977188 }, { "x": 3, "y": 0.00369092 }, { "x": 4, "y": 0.004298849 }, { "x": 5, "y": 0.004838542 }, { "x": 6, "y": 0.005329427 }, { "x": 7, "y": 0.005783122 }, { "x": 8, "y": 0.006207234 }, { "x": 9, "y": 0.00660707 }, { "x": 10, "y": 0.006986512 }, { "x": 11, "y": 0.007348497 }, { "x": 12, "y": 0.007695316 }, { "x": 13, "y": 0.008028795 }, { "x": 14, "y": 0.008350419 }, { "x": 15, "y": 0.008661413 }, { "x": 16, "y": 0.008962806 }, { "x": 17, "y": 0.009255467 }, { "x": 18, "y": 0.009540142 }, { "x": 19, "y": 0.009817475 }, { "x": 20, "y": 0.0100880282489156 }, { "x": 21, "y": 0.0103522944995342 }, { "x": 22, "y": 0.0106107092128497 }, { "x": 23, "y": 0.0108636595009653 }, { "x": 24, "y": 0.0111114912882482 }, { "x": 25, "y": 0.0113545152148359 }, { "x": 26, "y": 0.0115930114931618 }, { "x": 27, "y": 0.0118272339360894 }, { "x": 28, "y": 0.0120574133232404 }, { "x": 29, "y": 0.0122837602338762 }, { "x": 30, "y": 0.0125064674462518 }, { "x": 31, "y": 0.012725712 }, { "x": 32, "y": 0.0129416568574263 }, { "x": 33, "y": 0.0131544525924987 }, { "x": 34, "y": 0.0133642385158045 }, { "x": 35, "y": 0.0135711438997025 }, { "x": 36, "y": 0.0137752889511114 }, { "x": 37, "y": 0.013976785680046 }, { "x": 38, "y": 0.014175738663833 }, { "x": 39, "y": 0.0143722457219364 }, { "x": 40, "y": 0.014566398513865 }, { "x": 41, "y": 0.0147582830706229 }, { "x": 42, "y": 0.0149479802685244 }, { "x": 43, "y": 0.0151355662528416 }, { "x": 44, "y": 0.0153211128176332 }, { "x": 45, "y": 0.0155046877471788 }, { "x": 46, "y": 0.015686355 }, { "x": 47, "y": 0.0158661756050819 }, { "x": 48, "y": 0.0160442066768955 }, { "x": 49, "y": 0.0162205028802804 }, { "x": 50, "y": 0.016395116019706 }, { "x": 51, "y": 0.0165680953520148 }, { "x": 52, "y": 0.0167394877590042 }, { "x": 53, "y": 0.0169093379052365 }, { "x": 54, "y": 0.017077688382594 }, { "x": 55, "y": 0.01724458 }, { "x": 56, "y": 0.017410051 }, { "x": 57, "y": 0.017574139 }, { "x": 58, "y": 0.0177368800324922 }, { "x": 59, "y": 0.017898307211673 }, { "x": 60, "y": 0.0180584534784946 }, { "x": 61, "y": 0.0182173500956227 }, { "x": 62, "y": 0.018375027 }, { "x": 63, "y": 0.0185315131959122 }, { "x": 64, "y": 0.0186868361748717 }, { "x": 65, "y": 0.0188410226218988 }, { "x": 66, "y": 0.018994098 }, { "x": 67, "y": 0.019146087414661 }, { "x": 68, "y": 0.0192970141688963 }, { "x": 69, "y": 0.01944690130358 }, { "x": 70, "y": 0.0195957708934175 }, { "x": 71, "y": 0.019743644 }, { "x": 72, "y": 0.0198905418932682 }, { "x": 73, "y": 0.0200364837197141 }, { "x": 74, "y": 0.0201814889029792 }, { "x": 75, "y": 0.0203255759915239 }, { "x": 76, "y": 0.0204687629248055 }, { "x": 77, "y": 0.020611067 }, { "x": 78, "y": 0.020752505 }, { "x": 79, "y": 0.020893094 }, { "x": 80, "y": 0.021032848 }, { "x": 81, "y": 0.021171783875318 }, { "x": 82, "y": 0.021309916 }, { "x": 83, "y": 0.021447258 }, { "x": 84, "y": 0.021583825 }, { "x": 85, "y": 0.02171963 }, { "x": 86, "y": 0.021854686 }, { "x": 87, "y": 0.0219890059039318 }, { "x": 88, "y": 0.0221226021052746 }, { "x": 89, "y": 0.0222554866646345 }, { "x": 90, "y": 0.0223876713056114 }, { "x": 91, "y": 0.0225191674308777 }, { "x": 92, "y": 0.0226499861343855 }, { "x": 93, "y": 0.022780138 }, { "x": 94, "y": 0.0229096341774646 }, { "x": 95, "y": 0.0230384842631221 }, { "x": 96, "y": 0.0231666984397664 }, { "x": 97, "y": 0.023294286 }, { "x": 98, "y": 0.023421258 }, { "x": 99, "y": 0.0235476214296125 }, { "x": 100, "y": 0.0236733866848321 }, { "x": 101, "y": 0.0237985622181455 }, { "x": 102, "y": 0.0239231565929748 }, { "x": 103, "y": 0.0240471781658407 }, { "x": 104, "y": 0.0241706350933176 }, { "x": 105, "y": 0.02429353533869 }, { "x": 106, "y": 0.0244158866783262 }, { "x": 107, "y": 0.024537697 }, { "x": 108, "y": 0.0246589728476628 }, { "x": 109, "y": 0.024779722349211 }, { "x": 110, "y": 0.024899952 }, { "x": 111, "y": 0.02501967 }, { "x": 112, "y": 0.0251388811075753 }, { "x": 113, "y": 0.0252575933650831 }, { "x": 114, "y": 0.025375813 }, { "x": 115, "y": 0.0254935459965972 }, { "x": 116, "y": 0.025610799 }, { "x": 117, "y": 0.0257275777136112 }, { "x": 118, "y": 0.025843888 }, { "x": 119, "y": 0.0259597365965783 }, { "x": 120, "y": 0.0260751282035832 } ] }, { "id": 1334, "curve_id": "L18.1", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Wastewater treatment plant", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 3.2347491748621895, "sigma": 0.50000000065576622, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.235, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.91644021072631E-11 }, { "x": 2, "y": 1.85560378582511E-07 }, { "x": 3, "y": 9.6744907191745E-06 }, { "x": 4, "y": 0.00010912 }, { "x": 5, "y": 0.000575763 }, { "x": 6, "y": 0.001950988 }, { "x": 7, "y": 0.004973331 }, { "x": 8, "y": 0.0104270576131918 }, { "x": 9, "y": 0.0189909877893925 }, { "x": 10, "y": 0.0311378170164865 }, { "x": 11, "y": 0.04709402 }, { "x": 12, "y": 0.066848002 }, { "x": 13, "y": 0.090187771 }, { "x": 14, "y": 0.116751496242813 }, { "x": 15, "y": 0.146079322156735 }, { "x": 16, "y": 0.177659630707824 }, { "x": 17, "y": 0.210966657865917 }, { "x": 18, "y": 0.24548878132643 }, { "x": 19, "y": 0.280748162884982 }, { "x": 20, "y": 0.316313073038387 }, { "x": 21, "y": 0.351804413209675 }, { "x": 22, "y": 0.386897884 }, { "x": 23, "y": 0.421323062768082 }, { "x": 24, "y": 0.454860410446684 }, { "x": 25, "y": 0.487337026071182 }, { "x": 26, "y": 0.518621733 }, { "x": 27, "y": 0.548619938620501 }, { "x": 28, "y": 0.577268559631089 }, { "x": 29, "y": 0.604531209515216 }, { "x": 30, "y": 0.630393761499046 }, { "x": 31, "y": 0.654860349 }, { "x": 32, "y": 0.6779498219372 }, { "x": 33, "y": 0.699692659005815 }, { "x": 34, "y": 0.720128303826505 }, { "x": 35, "y": 0.739302901786437 }, { "x": 36, "y": 0.757267394 }, { "x": 37, "y": 0.774075931615755 }, { "x": 38, "y": 0.789784568736866 }, { "x": 39, "y": 0.804450201097252 }, { "x": 40, "y": 0.818129712116861 }, { "x": 41, "y": 0.830879297816558 }, { "x": 42, "y": 0.842753942 }, { "x": 43, "y": 0.853807018 }, { "x": 44, "y": 0.864089994483625 }, { "x": 45, "y": 0.873652228093952 }, { "x": 46, "y": 0.882540827468353 }, { "x": 47, "y": 0.890800573631828 }, { "x": 48, "y": 0.898473886906608 }, { "x": 49, "y": 0.905600830182508 }, { "x": 50, "y": 0.912219141 }, { "x": 51, "y": 0.918364283563777 }, { "x": 52, "y": 0.924069521982773 }, { "x": 53, "y": 0.929365998960191 }, { "x": 54, "y": 0.934282827552192 }, { "x": 55, "y": 0.938847186260267 }, { "x": 56, "y": 0.943084417 }, { "x": 57, "y": 0.947018126075886 }, { "x": 58, "y": 0.950670279652634 }, { "x": 59, "y": 0.954061304286188 }, { "x": 60, "y": 0.957210179934144 }, { "x": 61, "y": 0.960134531828436 }, { "x": 62, "y": 0.962850718 }, { "x": 63, "y": 0.965373915348633 }, { "x": 64, "y": 0.967718195465643 }, { "x": 65, "y": 0.969896604454542 }, { "x": 66, "y": 0.971921232392719 }, { "x": 67, "y": 0.973803281077706 }, { "x": 68, "y": 0.975553127275408 }, { "x": 69, "y": 0.97718038199875 }, { "x": 70, "y": 0.978693945959912 }, { "x": 71, "y": 0.98010206135638 }, { "x": 72, "y": 0.981412360162121 }, { "x": 73, "y": 0.982631909101475 }, { "x": 74, "y": 0.983767251485967 }, { "x": 75, "y": 0.984824446093821 }, { "x": 76, "y": 0.985809103269323 }, { "x": 77, "y": 0.986726418414828 }, { "x": 78, "y": 0.987581203042556 }, { "x": 79, "y": 0.988377913546786 }, { "x": 80, "y": 0.98912067784993 }, { "x": 81, "y": 0.989813320068412 }, { "x": 82, "y": 0.99045938333658 }, { "x": 83, "y": 0.991062151 }, { "x": 84, "y": 0.991624665734633 }, { "x": 85, "y": 0.992149748405869 }, { "x": 86, "y": 0.992640013944046 }, { "x": 87, "y": 0.993097887168539 }, { "x": 88, "y": 0.993525616955725 }, { "x": 89, "y": 0.993925289404695 }, { "x": 90, "y": 0.994298840001327 }, { "x": 91, "y": 0.994648064856444 }, { "x": 92, "y": 0.994974631088349 }, { "x": 93, "y": 0.9952800864149 }, { "x": 94, "y": 0.99556586801552 }, { "x": 95, "y": 0.995833310719039 }, { "x": 96, "y": 0.996083654569097 }, { "x": 97, "y": 0.996318051814938 }, { "x": 98, "y": 0.996537573371807 }, { "x": 99, "y": 0.996743214791786 }, { "x": 100, "y": 0.996935901782795 }, { "x": 101, "y": 0.997116495310577 }, { "x": 102, "y": 0.99728579631581 }, { "x": 103, "y": 0.997444550075996 }, { "x": 104, "y": 0.997593450239498 }, { "x": 105, "y": 0.997733142556949 }, { "x": 106, "y": 0.997864228333329 }, { "x": 107, "y": 0.997987267622148 }, { "x": 108, "y": 0.998102782181559 }, { "x": 109, "y": 0.998211258210625 }, { "x": 110, "y": 0.998313148882591 }, { "x": 111, "y": 0.998408876690664 }, { "x": 112, "y": 0.998498835620612 }, { "x": 113, "y": 0.99858339316338 }, { "x": 114, "y": 0.998662892179879 }, { "x": 115, "y": 0.99873765262918 }, { "x": 116, "y": 0.998807973170447 }, { "x": 117, "y": 0.998874132648153 }, { "x": 118, "y": 0.998936391469399 }, { "x": 119, "y": 0.998994992881426 }, { "x": 120, "y": 0.999050164156843 }, { "x": 121, "y": 0.999102117693467 }, { "x": 122, "y": 0.999151052035154 }, { "x": 123, "y": 0.999197153 }, { "x": 124, "y": 0.999240594 }, { "x": 125, "y": 0.999281536953187 } ] }, { "id": 1335, "curve_id": "L19.1", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Buried pipelines", "ci_detail": "", "source_type": "Project Report", "source_abbrev": "Eidinger (1984)", "source_detail": "Eidinger, J. M.: Water-distribution, in: U.S. Geological Survey Professional Paper, Nummer 1552, edited by: Schiff, A. J. and Holzer, T. L., U.S. Government Printing Office, Washington, DC, 63–78, 1984.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 13.997391335760945, "sigma": 4.7327990154867479, "method": "Curve fitting", "mu_sigma_quality": 0.9993116449973326, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=13.997, σ=4.733, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Mexico", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.002061866 }, { "x": 2, "y": 0.002977188 }, { "x": 3, "y": 0.00369092 }, { "x": 4, "y": 0.004298849 }, { "x": 5, "y": 0.004838542 }, { "x": 6, "y": 0.005329427 }, { "x": 7, "y": 0.005783122 }, { "x": 8, "y": 0.006207234 }, { "x": 9, "y": 0.00660707 }, { "x": 10, "y": 0.006986512 }, { "x": 11, "y": 0.007348497 }, { "x": 12, "y": 0.007695316 }, { "x": 13, "y": 0.008028795 }, { "x": 14, "y": 0.008350419 }, { "x": 15, "y": 0.008661413 }, { "x": 16, "y": 0.008962806 }, { "x": 17, "y": 0.009255467 }, { "x": 18, "y": 0.009540142 }, { "x": 19, "y": 0.009817475 }, { "x": 20, "y": 0.0100880282489156 }, { "x": 21, "y": 0.0103522944995342 }, { "x": 22, "y": 0.0106107092128497 }, { "x": 23, "y": 0.0108636595009653 }, { "x": 24, "y": 0.0111114912882482 }, { "x": 25, "y": 0.0113545152148359 }, { "x": 26, "y": 0.0115930114931618 }, { "x": 27, "y": 0.0118272339360894 }, { "x": 28, "y": 0.0120574133232404 }, { "x": 29, "y": 0.0122837602338762 }, { "x": 30, "y": 0.0125064674462518 }, { "x": 31, "y": 0.012725712 }, { "x": 32, "y": 0.0129416568574263 }, { "x": 33, "y": 0.0131544525924987 }, { "x": 34, "y": 0.0133642385158045 }, { "x": 35, "y": 0.0135711438997025 }, { "x": 36, "y": 0.0137752889511114 }, { "x": 37, "y": 0.013976785680046 }, { "x": 38, "y": 0.014175738663833 }, { "x": 39, "y": 0.0143722457219364 }, { "x": 40, "y": 0.014566398513865 }, { "x": 41, "y": 0.0147582830706229 }, { "x": 42, "y": 0.0149479802685244 }, { "x": 43, "y": 0.0151355662528416 }, { "x": 44, "y": 0.0153211128176332 }, { "x": 45, "y": 0.0155046877471788 }, { "x": 46, "y": 0.015686355 }, { "x": 47, "y": 0.0158661756050819 }, { "x": 48, "y": 0.0160442066768955 }, { "x": 49, "y": 0.0162205028802804 }, { "x": 50, "y": 0.016395116019706 }, { "x": 51, "y": 0.0165680953520148 }, { "x": 52, "y": 0.0167394877590042 }, { "x": 53, "y": 0.0169093379052365 }, { "x": 54, "y": 0.017077688382594 }, { "x": 55, "y": 0.01724458 }, { "x": 56, "y": 0.017410051 }, { "x": 57, "y": 0.017574139 }, { "x": 58, "y": 0.0177368800324922 }, { "x": 59, "y": 0.017898307211673 }, { "x": 60, "y": 0.0180584534784946 }, { "x": 61, "y": 0.0182173500956227 }, { "x": 62, "y": 0.018375027 }, { "x": 63, "y": 0.0185315131959122 }, { "x": 64, "y": 0.0186868361748717 }, { "x": 65, "y": 0.0188410226218988 }, { "x": 66, "y": 0.018994098 }, { "x": 67, "y": 0.019146087414661 }, { "x": 68, "y": 0.0192970141688963 }, { "x": 69, "y": 0.01944690130358 }, { "x": 70, "y": 0.0195957708934175 }, { "x": 71, "y": 0.019743644 }, { "x": 72, "y": 0.0198905418932682 }, { "x": 73, "y": 0.0200364837197141 }, { "x": 74, "y": 0.0201814889029792 }, { "x": 75, "y": 0.0203255759915239 }, { "x": 76, "y": 0.0204687629248055 }, { "x": 77, "y": 0.020611067 }, { "x": 78, "y": 0.020752505 }, { "x": 79, "y": 0.020893094 }, { "x": 80, "y": 0.021032848 }, { "x": 81, "y": 0.021171783875318 }, { "x": 82, "y": 0.021309916 }, { "x": 83, "y": 0.021447258 }, { "x": 84, "y": 0.021583825 }, { "x": 85, "y": 0.02171963 }, { "x": 86, "y": 0.021854686 }, { "x": 87, "y": 0.0219890059039318 }, { "x": 88, "y": 0.0221226021052746 }, { "x": 89, "y": 0.0222554866646345 }, { "x": 90, "y": 0.0223876713056114 }, { "x": 91, "y": 0.0225191674308777 }, { "x": 92, "y": 0.0226499861343855 }, { "x": 93, "y": 0.022780138 }, { "x": 94, "y": 0.0229096341774646 }, { "x": 95, "y": 0.0230384842631221 }, { "x": 96, "y": 0.0231666984397664 }, { "x": 97, "y": 0.023294286 }, { "x": 98, "y": 0.023421258 }, { "x": 99, "y": 0.0235476214296125 }, { "x": 100, "y": 0.0236733866848321 }, { "x": 101, "y": 0.0237985622181455 }, { "x": 102, "y": 0.0239231565929748 }, { "x": 103, "y": 0.0240471781658407 }, { "x": 104, "y": 0.0241706350933176 }, { "x": 105, "y": 0.02429353533869 }, { "x": 106, "y": 0.0244158866783262 }, { "x": 107, "y": 0.024537697 }, { "x": 108, "y": 0.0246589728476628 }, { "x": 109, "y": 0.024779722349211 }, { "x": 110, "y": 0.024899952 }, { "x": 111, "y": 0.02501967 }, { "x": 112, "y": 0.0251388811075753 }, { "x": 113, "y": 0.0252575933650831 }, { "x": 114, "y": 0.025375813 }, { "x": 115, "y": 0.0254935459965972 }, { "x": 116, "y": 0.025610799 }, { "x": 117, "y": 0.0257275777136112 }, { "x": 118, "y": 0.025843888 }, { "x": 119, "y": 0.0259597365965783 }, { "x": 120, "y": 0.0260751282035832 } ] }, { "id": 1336, "curve_id": "L19.10", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: PVC, joint type: rubber gasket", "source_type": "Project Report", "source_abbrev": "Eidinger (1984)", "source_detail": "Eidinger, J. M.: Water-distribution, in: U.S. Geological Survey Professional Paper, Nummer 1552, edited by: Schiff, A. J. and Holzer, T. L., U.S. Government Printing Office, Washington, DC, 63–78, 1984.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 14.744587518543529, "sigma": 4.8808967757805783, "method": "Curve fitting", "mu_sigma_quality": 0.99938354442028532, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=14.745, σ=4.881, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Mexico", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001649493 }, { "x": 2, "y": 0.002381751 }, { "x": 3, "y": 0.002952736 }, { "x": 4, "y": 0.003439079 }, { "x": 5, "y": 0.003870833 }, { "x": 6, "y": 0.004263542 }, { "x": 7, "y": 0.004626498 }, { "x": 8, "y": 0.004965787 }, { "x": 9, "y": 0.005285656 }, { "x": 10, "y": 0.005589209 }, { "x": 11, "y": 0.005878798 }, { "x": 12, "y": 0.006156253 }, { "x": 13, "y": 0.006423036 }, { "x": 14, "y": 0.006680335 }, { "x": 15, "y": 0.006929131 }, { "x": 16, "y": 0.007170245 }, { "x": 17, "y": 0.007404373 }, { "x": 18, "y": 0.007632113 }, { "x": 19, "y": 0.00785398 }, { "x": 20, "y": 0.008070423 }, { "x": 21, "y": 0.008281836 }, { "x": 22, "y": 0.008488567 }, { "x": 23, "y": 0.008690928 }, { "x": 24, "y": 0.008889193 }, { "x": 25, "y": 0.009083612 }, { "x": 26, "y": 0.009274409 }, { "x": 27, "y": 0.009461787 }, { "x": 28, "y": 0.009645931 }, { "x": 29, "y": 0.009827008 }, { "x": 30, "y": 0.010005174 }, { "x": 31, "y": 0.0101805695855596 }, { "x": 32, "y": 0.010353325485941 }, { "x": 33, "y": 0.010523562 }, { "x": 34, "y": 0.010691391 }, { "x": 35, "y": 0.010856915119762 }, { "x": 36, "y": 0.0110202311608891 }, { "x": 37, "y": 0.0111814285440368 }, { "x": 38, "y": 0.0113405909310664 }, { "x": 39, "y": 0.0114977965775491 }, { "x": 40, "y": 0.011653118811092 }, { "x": 41, "y": 0.0118066264564983 }, { "x": 42, "y": 0.011958384 }, { "x": 43, "y": 0.012108453 }, { "x": 44, "y": 0.0122568902541066 }, { "x": 45, "y": 0.012403750197743 }, { "x": 46, "y": 0.0125490840989274 }, { "x": 47, "y": 0.0126929404840655 }, { "x": 48, "y": 0.0128353653415164 }, { "x": 49, "y": 0.0129764023042243 }, { "x": 50, "y": 0.013116093 }, { "x": 51, "y": 0.0132544762816118 }, { "x": 52, "y": 0.0133915902072034 }, { "x": 53, "y": 0.0135274703241892 }, { "x": 54, "y": 0.0136621507060752 }, { "x": 55, "y": 0.0137956638743341 }, { "x": 56, "y": 0.0139280408959269 }, { "x": 57, "y": 0.014059311 }, { "x": 58, "y": 0.0141895040259937 }, { "x": 59, "y": 0.0143186457693384 }, { "x": 60, "y": 0.0144467627827957 }, { "x": 61, "y": 0.0145738800764982 }, { "x": 62, "y": 0.0147000216516378 }, { "x": 63, "y": 0.0148252105567298 }, { "x": 64, "y": 0.0149494689398974 }, { "x": 65, "y": 0.015072818097519 }, { "x": 66, "y": 0.0151952785195404 }, { "x": 67, "y": 0.0153168699317288 }, { "x": 68, "y": 0.015437611 }, { "x": 69, "y": 0.015557521042864 }, { "x": 70, "y": 0.015676616714734 }, { "x": 71, "y": 0.0157949153893825 }, { "x": 72, "y": 0.015912434 }, { "x": 73, "y": 0.016029187 }, { "x": 74, "y": 0.016145191 }, { "x": 75, "y": 0.016260461 }, { "x": 76, "y": 0.01637501 }, { "x": 77, "y": 0.0164888536488012 }, { "x": 78, "y": 0.016602004 }, { "x": 79, "y": 0.0167144748989296 }, { "x": 80, "y": 0.0168262784702281 }, { "x": 81, "y": 0.016937427 }, { "x": 82, "y": 0.0170479326411662 }, { "x": 83, "y": 0.0171578065891079 }, { "x": 84, "y": 0.0172670600990533 }, { "x": 85, "y": 0.0173757039988614 }, { "x": 86, "y": 0.0174837488025944 }, { "x": 87, "y": 0.0175912047231454 }, { "x": 88, "y": 0.0176980816842197 }, { "x": 89, "y": 0.0178043893317076 }, { "x": 90, "y": 0.017910137 }, { "x": 91, "y": 0.0180153339447022 }, { "x": 92, "y": 0.0181199889075084 }, { "x": 93, "y": 0.0182241105703849 }, { "x": 94, "y": 0.0183277073419717 }, { "x": 95, "y": 0.0184307874104977 }, { "x": 96, "y": 0.0185333587518131 }, { "x": 97, "y": 0.0186354291370473 }, { "x": 98, "y": 0.018737006 }, { "x": 99, "y": 0.01883809714369 }, { "x": 100, "y": 0.018938709 }, { "x": 101, "y": 0.0190388497745164 }, { "x": 102, "y": 0.0191385252743798 }, { "x": 103, "y": 0.0192377425326726 }, { "x": 104, "y": 0.019336508 }, { "x": 105, "y": 0.019434828270952 }, { "x": 106, "y": 0.019532709 }, { "x": 107, "y": 0.019630157 }, { "x": 108, "y": 0.019727178 }, { "x": 109, "y": 0.019823778 }, { "x": 110, "y": 0.0199199618397661 }, { "x": 111, "y": 0.0200157357020987 }, { "x": 112, "y": 0.020111105 }, { "x": 113, "y": 0.0202060746920665 }, { "x": 114, "y": 0.0203006503049111 }, { "x": 115, "y": 0.0203948367972778 }, { "x": 116, "y": 0.0204886391331164 }, { "x": 117, "y": 0.020582062 }, { "x": 118, "y": 0.020675111 }, { "x": 119, "y": 0.0207677892772627 }, { "x": 120, "y": 0.0208601025628665 } ] }, { "id": 1337, "curve_id": "L19.11", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: ductile iron, joint type: rubber gasket", "source_type": "Project Report", "source_abbrev": "Eidinger (1984)", "source_detail": "Eidinger, J. M.: Water-distribution, in: U.S. Geological Survey Professional Paper, Nummer 1552, edited by: Schiff, A. J. and Holzer, T. L., U.S. Government Printing Office, Washington, DC, 63–78, 1984.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 16.841918573295061, "sigma": 4.9999987032007231, "method": "Curve fitting", "mu_sigma_quality": 0.99431673040963464, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=16.842, σ=5.000, R²=0.994; Mu/sigma can be used for reconstruction (quality: 0.994); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Mexico", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.00061856 }, { "x": 2, "y": 0.000893156 }, { "x": 3, "y": 0.001107276 }, { "x": 4, "y": 0.001289655 }, { "x": 5, "y": 0.001451563 }, { "x": 6, "y": 0.001598828 }, { "x": 7, "y": 0.001734937 }, { "x": 8, "y": 0.00186217 }, { "x": 9, "y": 0.001982121 }, { "x": 10, "y": 0.002095954 }, { "x": 11, "y": 0.002204549 }, { "x": 12, "y": 0.002308595 }, { "x": 13, "y": 0.002408638 }, { "x": 14, "y": 0.002505126 }, { "x": 15, "y": 0.002598424 }, { "x": 16, "y": 0.002688842 }, { "x": 17, "y": 0.00277664 }, { "x": 18, "y": 0.002862042 }, { "x": 19, "y": 0.002945242 }, { "x": 20, "y": 0.003026408 }, { "x": 21, "y": 0.003105688 }, { "x": 22, "y": 0.003183213 }, { "x": 23, "y": 0.003259098 }, { "x": 24, "y": 0.003333447 }, { "x": 25, "y": 0.003406355 }, { "x": 26, "y": 0.003477903 }, { "x": 27, "y": 0.00354817 }, { "x": 28, "y": 0.003617224 }, { "x": 29, "y": 0.003685128 }, { "x": 30, "y": 0.00375194 }, { "x": 31, "y": 0.003817714 }, { "x": 32, "y": 0.003882497 }, { "x": 33, "y": 0.003946336 }, { "x": 34, "y": 0.004009272 }, { "x": 35, "y": 0.004071343 }, { "x": 36, "y": 0.004132587 }, { "x": 37, "y": 0.004193036 }, { "x": 38, "y": 0.004252722 }, { "x": 39, "y": 0.004311674 }, { "x": 40, "y": 0.00436992 }, { "x": 41, "y": 0.004427485 }, { "x": 42, "y": 0.004484394 }, { "x": 43, "y": 0.00454067 }, { "x": 44, "y": 0.004596334 }, { "x": 45, "y": 0.004651406 }, { "x": 46, "y": 0.004705907 }, { "x": 47, "y": 0.004759853 }, { "x": 48, "y": 0.004813262 }, { "x": 49, "y": 0.004866151 }, { "x": 50, "y": 0.004918535 }, { "x": 51, "y": 0.004970429 }, { "x": 52, "y": 0.005021846 }, { "x": 53, "y": 0.005072801 }, { "x": 54, "y": 0.005123307 }, { "x": 55, "y": 0.005173374 }, { "x": 56, "y": 0.005223015 }, { "x": 57, "y": 0.005272242 }, { "x": 58, "y": 0.005321064 }, { "x": 59, "y": 0.005369492 }, { "x": 60, "y": 0.005417536 }, { "x": 61, "y": 0.005465205 }, { "x": 62, "y": 0.005512508 }, { "x": 63, "y": 0.005559454 }, { "x": 64, "y": 0.005606051 }, { "x": 65, "y": 0.005652307 }, { "x": 66, "y": 0.005698229 }, { "x": 67, "y": 0.005743826 }, { "x": 68, "y": 0.005789104 }, { "x": 69, "y": 0.00583407 }, { "x": 70, "y": 0.005878731 }, { "x": 71, "y": 0.005923093 }, { "x": 72, "y": 0.005967163 }, { "x": 73, "y": 0.006010945 }, { "x": 74, "y": 0.006054447 }, { "x": 75, "y": 0.006097673 }, { "x": 76, "y": 0.006140629 }, { "x": 77, "y": 0.00618332 }, { "x": 78, "y": 0.006225752 }, { "x": 79, "y": 0.006267928 }, { "x": 80, "y": 0.006309854 }, { "x": 81, "y": 0.006351535 }, { "x": 82, "y": 0.006392975 }, { "x": 83, "y": 0.006434177 }, { "x": 84, "y": 0.006475148 }, { "x": 85, "y": 0.006515889 }, { "x": 86, "y": 0.006556406 }, { "x": 87, "y": 0.006596702 }, { "x": 88, "y": 0.006636781 }, { "x": 89, "y": 0.006676646 }, { "x": 90, "y": 0.006716301 }, { "x": 91, "y": 0.00675575 }, { "x": 92, "y": 0.006794996 }, { "x": 93, "y": 0.006834041 }, { "x": 94, "y": 0.00687289 }, { "x": 95, "y": 0.006911545 }, { "x": 96, "y": 0.00695001 }, { "x": 97, "y": 0.006988286 }, { "x": 98, "y": 0.007026377 }, { "x": 99, "y": 0.007064286 }, { "x": 100, "y": 0.007102016 }, { "x": 101, "y": 0.007139569 }, { "x": 102, "y": 0.007176947 }, { "x": 103, "y": 0.007214153 }, { "x": 104, "y": 0.007251191 }, { "x": 105, "y": 0.007288061 }, { "x": 106, "y": 0.007324766 }, { "x": 107, "y": 0.007361309 }, { "x": 108, "y": 0.007397692 }, { "x": 109, "y": 0.007433917 }, { "x": 110, "y": 0.007469986 }, { "x": 111, "y": 0.007505901 }, { "x": 112, "y": 0.007541664 }, { "x": 113, "y": 0.007577278 }, { "x": 114, "y": 0.007612744 }, { "x": 115, "y": 0.007648064 }, { "x": 116, "y": 0.00768324 }, { "x": 117, "y": 0.007718273 }, { "x": 118, "y": 0.007753167 }, { "x": 119, "y": 0.007787921 }, { "x": 120, "y": 0.007822538 } ] }, { "id": 1338, "curve_id": "L19.12", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Buried pipelines", "ci_detail": "", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 24.532599470935722, "sigma": 8.7222968559815932, "method": "Probit regression", "mu_sigma_quality": 0.99939236677432, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Vulnerability curve - already in 0-1 range; Probit: Successful - R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Japan", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.002583146 }, { "x": 2, "y": 0.003222386 }, { "x": 3, "y": 0.003667335 }, { "x": 4, "y": 0.004019815 }, { "x": 5, "y": 0.004316387 }, { "x": 6, "y": 0.004574875 }, { "x": 7, "y": 0.004805463 }, { "x": 8, "y": 0.005014581 }, { "x": 9, "y": 0.005206577 }, { "x": 10, "y": 0.005384544 }, { "x": 11, "y": 0.00555077 }, { "x": 12, "y": 0.005706999 }, { "x": 13, "y": 0.005854595 }, { "x": 14, "y": 0.005994649 }, { "x": 15, "y": 0.006128047 }, { "x": 16, "y": 0.006255517 }, { "x": 17, "y": 0.006377672 }, { "x": 18, "y": 0.006495026 }, { "x": 19, "y": 0.00660802 }, { "x": 20, "y": 0.006717034 }, { "x": 21, "y": 0.006822396 }, { "x": 22, "y": 0.006924394 }, { "x": 23, "y": 0.007023282 }, { "x": 24, "y": 0.007119284 }, { "x": 25, "y": 0.007212599 }, { "x": 26, "y": 0.007303406 }, { "x": 27, "y": 0.007391864 }, { "x": 28, "y": 0.007478119 }, { "x": 29, "y": 0.0075623 }, { "x": 30, "y": 0.007644527 }, { "x": 31, "y": 0.007724908 }, { "x": 32, "y": 0.007803542 }, { "x": 33, "y": 0.00788052 }, { "x": 34, "y": 0.007955926 }, { "x": 35, "y": 0.008029836 }, { "x": 36, "y": 0.008102321 }, { "x": 37, "y": 0.008173448 }, { "x": 38, "y": 0.008243277 }, { "x": 39, "y": 0.008311866 }, { "x": 40, "y": 0.008379268 }, { "x": 41, "y": 0.008445532 }, { "x": 42, "y": 0.008510704 }, { "x": 43, "y": 0.008574827 }, { "x": 44, "y": 0.008637943 }, { "x": 45, "y": 0.00870009 }, { "x": 46, "y": 0.008761303 }, { "x": 47, "y": 0.008821616 }, { "x": 48, "y": 0.008881062 }, { "x": 49, "y": 0.00893967 }, { "x": 50, "y": 0.008997469 }, { "x": 51, "y": 0.009054487 }, { "x": 52, "y": 0.009110748 }, { "x": 53, "y": 0.009166276 }, { "x": 54, "y": 0.009221096 }, { "x": 55, "y": 0.009275229 }, { "x": 56, "y": 0.009328696 }, { "x": 57, "y": 0.009381516 }, { "x": 58, "y": 0.009433709 }, { "x": 59, "y": 0.009485293 }, { "x": 60, "y": 0.009536284 }, { "x": 61, "y": 0.009586701 }, { "x": 62, "y": 0.009636557 }, { "x": 63, "y": 0.009685869 }, { "x": 64, "y": 0.00973465 }, { "x": 65, "y": 0.009782916 }, { "x": 66, "y": 0.009830678 }, { "x": 67, "y": 0.00987795 }, { "x": 68, "y": 0.009924743 }, { "x": 69, "y": 0.009971071 }, { "x": 70, "y": 0.0100169434412091 }, { "x": 71, "y": 0.0100623717960239 }, { "x": 72, "y": 0.0101073664863948 }, { "x": 73, "y": 0.0101519375900995 }, { "x": 74, "y": 0.0101960948164889 }, { "x": 75, "y": 0.010239847524732 }, { "x": 76, "y": 0.010283205 }, { "x": 77, "y": 0.0103261751741599 }, { "x": 78, "y": 0.010368767 }, { "x": 79, "y": 0.0104109890326824 }, { "x": 80, "y": 0.0104528484224588 }, { "x": 81, "y": 0.0104943529841722 }, { "x": 82, "y": 0.01053551 }, { "x": 83, "y": 0.010576327 }, { "x": 84, "y": 0.01061681 }, { "x": 85, "y": 0.0106569660969517 }, { "x": 86, "y": 0.0106968018966078 }, { "x": 87, "y": 0.0107363234885089 }, { "x": 88, "y": 0.0107755369202945 }, { "x": 89, "y": 0.0108144480560574 }, { "x": 90, "y": 0.0108530625839073 }, { "x": 91, "y": 0.0108913860231414 }, { "x": 92, "y": 0.0109294237310483 }, { "x": 93, "y": 0.0109671809093662 }, { "x": 94, "y": 0.0110046626104179 }, { "x": 95, "y": 0.011041873742941 }, { "x": 96, "y": 0.0110788190776319 }, { "x": 97, "y": 0.0111155032524202 }, { "x": 98, "y": 0.01115193077749 }, { "x": 99, "y": 0.0111881060400616 }, { "x": 100, "y": 0.011224033 }, { "x": 101, "y": 0.0112597167388996 }, { "x": 102, "y": 0.0112951603747462 }, { "x": 103, "y": 0.011330368155352 }, { "x": 104, "y": 0.0113653439173898 }, { "x": 105, "y": 0.0114000913989467 }, { "x": 106, "y": 0.011434614 }, { "x": 107, "y": 0.0114689160005544 }, { "x": 108, "y": 0.0115030001341052 }, { "x": 109, "y": 0.0115368700203385 }, { "x": 110, "y": 0.011570529 }, { "x": 111, "y": 0.0116039801464897 }, { "x": 112, "y": 0.0116372267367805 }, { "x": 113, "y": 0.0116702717856816 }, { "x": 114, "y": 0.0117031182824061 }, { "x": 115, "y": 0.0117357691460753 }, { "x": 116, "y": 0.0117682272279558 }, { "x": 117, "y": 0.0118004953136063 }, { "x": 118, "y": 0.011832576 }, { "x": 119, "y": 0.0118644723221996 }, { "x": 120, "y": 0.0118961865058692 } ] }, { "id": 1339, "curve_id": "L19.13", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: cast iron, joint type: cement", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 13.997391335760945, "sigma": 4.7327990154867479, "method": "Curve fitting", "mu_sigma_quality": 0.9993116449973326, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=13.997, σ=4.733, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Japan", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.002061866 }, { "x": 2, "y": 0.002977188 }, { "x": 3, "y": 0.00369092 }, { "x": 4, "y": 0.004298849 }, { "x": 5, "y": 0.004838542 }, { "x": 6, "y": 0.005329427 }, { "x": 7, "y": 0.005783122 }, { "x": 8, "y": 0.006207234 }, { "x": 9, "y": 0.00660707 }, { "x": 10, "y": 0.006986512 }, { "x": 11, "y": 0.007348497 }, { "x": 12, "y": 0.007695316 }, { "x": 13, "y": 0.008028795 }, { "x": 14, "y": 0.008350419 }, { "x": 15, "y": 0.008661413 }, { "x": 16, "y": 0.008962806 }, { "x": 17, "y": 0.009255467 }, { "x": 18, "y": 0.009540142 }, { "x": 19, "y": 0.009817475 }, { "x": 20, "y": 0.0100880282489156 }, { "x": 21, "y": 0.0103522944995342 }, { "x": 22, "y": 0.0106107092128497 }, { "x": 23, "y": 0.0108636595009653 }, { "x": 24, "y": 0.0111114912882482 }, { "x": 25, "y": 0.0113545152148359 }, { "x": 26, "y": 0.0115930114931618 }, { "x": 27, "y": 0.0118272339360894 }, { "x": 28, "y": 0.0120574133232404 }, { "x": 29, "y": 0.0122837602338762 }, { "x": 30, "y": 0.0125064674462518 }, { "x": 31, "y": 0.012725712 }, { "x": 32, "y": 0.0129416568574263 }, { "x": 33, "y": 0.0131544525924987 }, { "x": 34, "y": 0.0133642385158045 }, { "x": 35, "y": 0.0135711438997025 }, { "x": 36, "y": 0.0137752889511114 }, { "x": 37, "y": 0.013976785680046 }, { "x": 38, "y": 0.014175738663833 }, { "x": 39, "y": 0.0143722457219364 }, { "x": 40, "y": 0.014566398513865 }, { "x": 41, "y": 0.0147582830706229 }, { "x": 42, "y": 0.0149479802685244 }, { "x": 43, "y": 0.0151355662528416 }, { "x": 44, "y": 0.0153211128176332 }, { "x": 45, "y": 0.0155046877471788 }, { "x": 46, "y": 0.015686355 }, { "x": 47, "y": 0.0158661756050819 }, { "x": 48, "y": 0.0160442066768955 }, { "x": 49, "y": 0.0162205028802804 }, { "x": 50, "y": 0.016395116019706 }, { "x": 51, "y": 0.0165680953520148 }, { "x": 52, "y": 0.0167394877590042 }, { "x": 53, "y": 0.0169093379052365 }, { "x": 54, "y": 0.017077688382594 }, { "x": 55, "y": 0.01724458 }, { "x": 56, "y": 0.017410051 }, { "x": 57, "y": 0.017574139 }, { "x": 58, "y": 0.0177368800324922 }, { "x": 59, "y": 0.017898307211673 }, { "x": 60, "y": 0.0180584534784946 }, { "x": 61, "y": 0.0182173500956227 }, { "x": 62, "y": 0.018375027 }, { "x": 63, "y": 0.0185315131959122 }, { "x": 64, "y": 0.0186868361748717 }, { "x": 65, "y": 0.0188410226218988 }, { "x": 66, "y": 0.018994098 }, { "x": 67, "y": 0.019146087414661 }, { "x": 68, "y": 0.0192970141688963 }, { "x": 69, "y": 0.01944690130358 }, { "x": 70, "y": 0.0195957708934175 }, { "x": 71, "y": 0.019743644 }, { "x": 72, "y": 0.0198905418932682 }, { "x": 73, "y": 0.0200364837197141 }, { "x": 74, "y": 0.0201814889029792 }, { "x": 75, "y": 0.0203255759915239 }, { "x": 76, "y": 0.0204687629248055 }, { "x": 77, "y": 0.020611067 }, { "x": 78, "y": 0.020752505 }, { "x": 79, "y": 0.020893094 }, { "x": 80, "y": 0.021032848 }, { "x": 81, "y": 0.021171783875318 }, { "x": 82, "y": 0.021309916 }, { "x": 83, "y": 0.021447258 }, { "x": 84, "y": 0.021583825 }, { "x": 85, "y": 0.02171963 }, { "x": 86, "y": 0.021854686 }, { "x": 87, "y": 0.0219890059039318 }, { "x": 88, "y": 0.0221226021052746 }, { "x": 89, "y": 0.0222554866646345 }, { "x": 90, "y": 0.0223876713056114 }, { "x": 91, "y": 0.0225191674308777 }, { "x": 92, "y": 0.0226499861343855 }, { "x": 93, "y": 0.022780138 }, { "x": 94, "y": 0.0229096341774646 }, { "x": 95, "y": 0.0230384842631221 }, { "x": 96, "y": 0.0231666984397664 }, { "x": 97, "y": 0.023294286 }, { "x": 98, "y": 0.023421258 }, { "x": 99, "y": 0.0235476214296125 }, { "x": 100, "y": 0.0236733866848321 }, { "x": 101, "y": 0.0237985622181455 }, { "x": 102, "y": 0.0239231565929748 }, { "x": 103, "y": 0.0240471781658407 }, { "x": 104, "y": 0.0241706350933176 }, { "x": 105, "y": 0.02429353533869 }, { "x": 106, "y": 0.0244158866783262 }, { "x": 107, "y": 0.024537697 }, { "x": 108, "y": 0.0246589728476628 }, { "x": 109, "y": 0.024779722349211 }, { "x": 110, "y": 0.024899952 }, { "x": 111, "y": 0.02501967 }, { "x": 112, "y": 0.0251388811075753 }, { "x": 113, "y": 0.0252575933650831 }, { "x": 114, "y": 0.025375813 }, { "x": 115, "y": 0.0254935459965972 }, { "x": 116, "y": 0.025610799 }, { "x": 117, "y": 0.0257275777136112 }, { "x": 118, "y": 0.025843888 }, { "x": 119, "y": 0.0259597365965783 }, { "x": 120, "y": 0.0260751282035832 } ] }, { "id": 1340, "curve_id": "L19.14", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: cast iron, joint type: rubber gasket", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 14.744587518543529, "sigma": 4.8808967757805783, "method": "Curve fitting", "mu_sigma_quality": 0.99938354442028532, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=14.745, σ=4.881, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Japan", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001649493 }, { "x": 2, "y": 0.002381751 }, { "x": 3, "y": 0.002952736 }, { "x": 4, "y": 0.003439079 }, { "x": 5, "y": 0.003870833 }, { "x": 6, "y": 0.004263542 }, { "x": 7, "y": 0.004626498 }, { "x": 8, "y": 0.004965787 }, { "x": 9, "y": 0.005285656 }, { "x": 10, "y": 0.005589209 }, { "x": 11, "y": 0.005878798 }, { "x": 12, "y": 0.006156253 }, { "x": 13, "y": 0.006423036 }, { "x": 14, "y": 0.006680335 }, { "x": 15, "y": 0.006929131 }, { "x": 16, "y": 0.007170245 }, { "x": 17, "y": 0.007404373 }, { "x": 18, "y": 0.007632113 }, { "x": 19, "y": 0.00785398 }, { "x": 20, "y": 0.008070423 }, { "x": 21, "y": 0.008281836 }, { "x": 22, "y": 0.008488567 }, { "x": 23, "y": 0.008690928 }, { "x": 24, "y": 0.008889193 }, { "x": 25, "y": 0.009083612 }, { "x": 26, "y": 0.009274409 }, { "x": 27, "y": 0.009461787 }, { "x": 28, "y": 0.009645931 }, { "x": 29, "y": 0.009827008 }, { "x": 30, "y": 0.010005174 }, { "x": 31, "y": 0.0101805695855596 }, { "x": 32, "y": 0.010353325485941 }, { "x": 33, "y": 0.010523562 }, { "x": 34, "y": 0.010691391 }, { "x": 35, "y": 0.010856915119762 }, { "x": 36, "y": 0.0110202311608891 }, { "x": 37, "y": 0.0111814285440368 }, { "x": 38, "y": 0.0113405909310664 }, { "x": 39, "y": 0.0114977965775491 }, { "x": 40, "y": 0.011653118811092 }, { "x": 41, "y": 0.0118066264564983 }, { "x": 42, "y": 0.011958384 }, { "x": 43, "y": 0.012108453 }, { "x": 44, "y": 0.0122568902541066 }, { "x": 45, "y": 0.012403750197743 }, { "x": 46, "y": 0.0125490840989274 }, { "x": 47, "y": 0.0126929404840655 }, { "x": 48, "y": 0.0128353653415164 }, { "x": 49, "y": 0.0129764023042243 }, { "x": 50, "y": 0.013116093 }, { "x": 51, "y": 0.0132544762816118 }, { "x": 52, "y": 0.0133915902072034 }, { "x": 53, "y": 0.0135274703241892 }, { "x": 54, "y": 0.0136621507060752 }, { "x": 55, "y": 0.0137956638743341 }, { "x": 56, "y": 0.0139280408959269 }, { "x": 57, "y": 0.014059311 }, { "x": 58, "y": 0.0141895040259937 }, { "x": 59, "y": 0.0143186457693384 }, { "x": 60, "y": 0.0144467627827957 }, { "x": 61, "y": 0.0145738800764982 }, { "x": 62, "y": 0.0147000216516378 }, { "x": 63, "y": 0.0148252105567298 }, { "x": 64, "y": 0.0149494689398974 }, { "x": 65, "y": 0.015072818097519 }, { "x": 66, "y": 0.0151952785195404 }, { "x": 67, "y": 0.0153168699317288 }, { "x": 68, "y": 0.015437611 }, { "x": 69, "y": 0.015557521042864 }, { "x": 70, "y": 0.015676616714734 }, { "x": 71, "y": 0.0157949153893825 }, { "x": 72, "y": 0.015912434 }, { "x": 73, "y": 0.016029187 }, { "x": 74, "y": 0.016145191 }, { "x": 75, "y": 0.016260461 }, { "x": 76, "y": 0.01637501 }, { "x": 77, "y": 0.0164888536488012 }, { "x": 78, "y": 0.016602004 }, { "x": 79, "y": 0.0167144748989296 }, { "x": 80, "y": 0.0168262784702281 }, { "x": 81, "y": 0.016937427 }, { "x": 82, "y": 0.0170479326411662 }, { "x": 83, "y": 0.0171578065891079 }, { "x": 84, "y": 0.0172670600990533 }, { "x": 85, "y": 0.0173757039988614 }, { "x": 86, "y": 0.0174837488025944 }, { "x": 87, "y": 0.0175912047231454 }, { "x": 88, "y": 0.0176980816842197 }, { "x": 89, "y": 0.0178043893317076 }, { "x": 90, "y": 0.017910137 }, { "x": 91, "y": 0.0180153339447022 }, { "x": 92, "y": 0.0181199889075084 }, { "x": 93, "y": 0.0182241105703849 }, { "x": 94, "y": 0.0183277073419717 }, { "x": 95, "y": 0.0184307874104977 }, { "x": 96, "y": 0.0185333587518131 }, { "x": 97, "y": 0.0186354291370473 }, { "x": 98, "y": 0.018737006 }, { "x": 99, "y": 0.01883809714369 }, { "x": 100, "y": 0.018938709 }, { "x": 101, "y": 0.0190388497745164 }, { "x": 102, "y": 0.0191385252743798 }, { "x": 103, "y": 0.0192377425326726 }, { "x": 104, "y": 0.019336508 }, { "x": 105, "y": 0.019434828270952 }, { "x": 106, "y": 0.019532709 }, { "x": 107, "y": 0.019630157 }, { "x": 108, "y": 0.019727178 }, { "x": 109, "y": 0.019823778 }, { "x": 110, "y": 0.0199199618397661 }, { "x": 111, "y": 0.0200157357020987 }, { "x": 112, "y": 0.020111105 }, { "x": 113, "y": 0.0202060746920665 }, { "x": 114, "y": 0.0203006503049111 }, { "x": 115, "y": 0.0203948367972778 }, { "x": 116, "y": 0.0204886391331164 }, { "x": 117, "y": 0.020582062 }, { "x": 118, "y": 0.020675111 }, { "x": 119, "y": 0.0207677892772627 }, { "x": 120, "y": 0.0208601025628665 } ] }, { "id": 1341, "curve_id": "L19.15", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: cast iron, joint type: mechanical restrained", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 15.189968472870977, "sigma": 4.9660066204005773, "method": "Curve fitting", "mu_sigma_quality": 0.99942129448045247, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=15.190, σ=4.966, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Japan", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001443306 }, { "x": 2, "y": 0.002084032 }, { "x": 3, "y": 0.002583644 }, { "x": 4, "y": 0.003009194 }, { "x": 5, "y": 0.003386979 }, { "x": 6, "y": 0.003730599 }, { "x": 7, "y": 0.004048185 }, { "x": 8, "y": 0.004345063 }, { "x": 9, "y": 0.004624949 }, { "x": 10, "y": 0.004890558 }, { "x": 11, "y": 0.005143948 }, { "x": 12, "y": 0.005386721 }, { "x": 13, "y": 0.005620156 }, { "x": 14, "y": 0.005845293 }, { "x": 15, "y": 0.006062989 }, { "x": 16, "y": 0.006273964 }, { "x": 17, "y": 0.006478827 }, { "x": 18, "y": 0.006678099 }, { "x": 19, "y": 0.006872232 }, { "x": 20, "y": 0.00706162 }, { "x": 21, "y": 0.007246606 }, { "x": 22, "y": 0.007427496 }, { "x": 23, "y": 0.007604562 }, { "x": 24, "y": 0.007778044 }, { "x": 25, "y": 0.007948161 }, { "x": 26, "y": 0.008115108 }, { "x": 27, "y": 0.008279064 }, { "x": 28, "y": 0.008440189 }, { "x": 29, "y": 0.008598632 }, { "x": 30, "y": 0.008754527 }, { "x": 31, "y": 0.008907998 }, { "x": 32, "y": 0.00905916 }, { "x": 33, "y": 0.009208117 }, { "x": 34, "y": 0.009354967 }, { "x": 35, "y": 0.009499801 }, { "x": 36, "y": 0.009642702 }, { "x": 37, "y": 0.00978375 }, { "x": 38, "y": 0.009923017 }, { "x": 39, "y": 0.0100605720053555 }, { "x": 40, "y": 0.0101964789597055 }, { "x": 41, "y": 0.010330798149436 }, { "x": 42, "y": 0.010463586 }, { "x": 43, "y": 0.0105948963769891 }, { "x": 44, "y": 0.0107247789723432 }, { "x": 45, "y": 0.010853281 }, { "x": 46, "y": 0.0109804485865614 }, { "x": 47, "y": 0.0111063229235573 }, { "x": 48, "y": 0.011230945 }, { "x": 49, "y": 0.0113543520161962 }, { "x": 50, "y": 0.0114765812137942 }, { "x": 51, "y": 0.0115976667464103 }, { "x": 52, "y": 0.0117176414313029 }, { "x": 53, "y": 0.0118365365336655 }, { "x": 54, "y": 0.0119543818678158 }, { "x": 55, "y": 0.0120712058900424 }, { "x": 56, "y": 0.0121870357839361 }, { "x": 57, "y": 0.0123018975389368 }, { "x": 58, "y": 0.012415816 }, { "x": 59, "y": 0.0125288150481711 }, { "x": 60, "y": 0.0126409174349462 }, { "x": 61, "y": 0.0127521450669359 }, { "x": 62, "y": 0.0128625189451831 }, { "x": 63, "y": 0.0129720592371385 }, { "x": 64, "y": 0.0130807853224102 }, { "x": 65, "y": 0.0131887158353291 }, { "x": 66, "y": 0.013295869 }, { "x": 67, "y": 0.0134022611902627 }, { "x": 68, "y": 0.01350791 }, { "x": 69, "y": 0.013612830912506 }, { "x": 70, "y": 0.01371704 }, { "x": 71, "y": 0.0138205509657097 }, { "x": 72, "y": 0.0139233793252877 }, { "x": 73, "y": 0.0140255386037999 }, { "x": 74, "y": 0.014127042 }, { "x": 75, "y": 0.0142279031940667 }, { "x": 76, "y": 0.014328134 }, { "x": 77, "y": 0.0144277469427011 }, { "x": 78, "y": 0.0145267536421891 }, { "x": 79, "y": 0.0146251655365634 }, { "x": 80, "y": 0.0147229936614496 }, { "x": 81, "y": 0.014820249 }, { "x": 82, "y": 0.0149169410610204 }, { "x": 83, "y": 0.015013081 }, { "x": 84, "y": 0.0151086775866717 }, { "x": 85, "y": 0.0152037409990037 }, { "x": 86, "y": 0.01529828 }, { "x": 87, "y": 0.0153923041327522 }, { "x": 88, "y": 0.015485821 }, { "x": 89, "y": 0.015578841 }, { "x": 90, "y": 0.0156713699139279 }, { "x": 91, "y": 0.015763417 }, { "x": 92, "y": 0.0158549902940698 }, { "x": 93, "y": 0.0159460967490868 }, { "x": 94, "y": 0.0160367439242252 }, { "x": 95, "y": 0.016126939 }, { "x": 96, "y": 0.0162166889078365 }, { "x": 97, "y": 0.016306 }, { "x": 98, "y": 0.0163948803724255 }, { "x": 99, "y": 0.0164833350007287 }, { "x": 100, "y": 0.0165713706793825 }, { "x": 101, "y": 0.0166589935527018 }, { "x": 102, "y": 0.01674621 }, { "x": 103, "y": 0.0168330247160885 }, { "x": 104, "y": 0.0169194445653223 }, { "x": 105, "y": 0.017005474737083 }, { "x": 106, "y": 0.0170911206748283 }, { "x": 107, "y": 0.0171763876954489 }, { "x": 108, "y": 0.017261280993364 }, { "x": 109, "y": 0.0173458056444477 }, { "x": 110, "y": 0.0174299666097953 }, { "x": 111, "y": 0.0175137687393364 }, { "x": 112, "y": 0.0175972167753027 }, { "x": 113, "y": 0.0176803153555582 }, { "x": 114, "y": 0.017763069 }, { "x": 115, "y": 0.017845482 }, { "x": 116, "y": 0.017927559 }, { "x": 117, "y": 0.0180093043995278 }, { "x": 118, "y": 0.0180907218333558 }, { "x": 119, "y": 0.018171816 }, { "x": 120, "y": 0.01825259 } ] }, { "id": 1342, "curve_id": "L19.16", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: welded steel, joint type: arc welded, lap welds (large diameter, non corrosive)", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 18.024233819661468, "sigma": 4.9999198831979514, "method": "Curve fitting", "mu_sigma_quality": 0.98306475281564831, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=18.024, σ=5.000, R²=0.983; Mu/sigma can be used for reconstruction (quality: 0.983); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Japan", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.00030928 }, { "x": 2, "y": 0.000446578 }, { "x": 3, "y": 0.000553638 }, { "x": 4, "y": 0.000644827 }, { "x": 5, "y": 0.000725781 }, { "x": 6, "y": 0.000799414 }, { "x": 7, "y": 0.000867468 }, { "x": 8, "y": 0.000931085 }, { "x": 9, "y": 0.000991061 }, { "x": 10, "y": 0.001047977 }, { "x": 11, "y": 0.001102275 }, { "x": 12, "y": 0.001154297 }, { "x": 13, "y": 0.001204319 }, { "x": 14, "y": 0.001252563 }, { "x": 15, "y": 0.001299212 }, { "x": 16, "y": 0.001344421 }, { "x": 17, "y": 0.00138832 }, { "x": 18, "y": 0.001431021 }, { "x": 19, "y": 0.001472621 }, { "x": 20, "y": 0.001513204 }, { "x": 21, "y": 0.001552844 }, { "x": 22, "y": 0.001591606 }, { "x": 23, "y": 0.001629549 }, { "x": 24, "y": 0.001666724 }, { "x": 25, "y": 0.001703177 }, { "x": 26, "y": 0.001738952 }, { "x": 27, "y": 0.001774085 }, { "x": 28, "y": 0.001808612 }, { "x": 29, "y": 0.001842564 }, { "x": 30, "y": 0.00187597 }, { "x": 31, "y": 0.001908857 }, { "x": 32, "y": 0.001941249 }, { "x": 33, "y": 0.001973168 }, { "x": 34, "y": 0.002004636 }, { "x": 35, "y": 0.002035672 }, { "x": 36, "y": 0.002066293 }, { "x": 37, "y": 0.002096518 }, { "x": 38, "y": 0.002126361 }, { "x": 39, "y": 0.002155837 }, { "x": 40, "y": 0.00218496 }, { "x": 41, "y": 0.002213742 }, { "x": 42, "y": 0.002242197 }, { "x": 43, "y": 0.002270335 }, { "x": 44, "y": 0.002298167 }, { "x": 45, "y": 0.002325703 }, { "x": 46, "y": 0.002352953 }, { "x": 47, "y": 0.002379926 }, { "x": 48, "y": 0.002406631 }, { "x": 49, "y": 0.002433075 }, { "x": 50, "y": 0.002459267 }, { "x": 51, "y": 0.002485214 }, { "x": 52, "y": 0.002510923 }, { "x": 53, "y": 0.002536401 }, { "x": 54, "y": 0.002561653 }, { "x": 55, "y": 0.002586687 }, { "x": 56, "y": 0.002611508 }, { "x": 57, "y": 0.002636121 }, { "x": 58, "y": 0.002660532 }, { "x": 59, "y": 0.002684746 }, { "x": 60, "y": 0.002708768 }, { "x": 61, "y": 0.002732603 }, { "x": 62, "y": 0.002756254 }, { "x": 63, "y": 0.002779727 }, { "x": 64, "y": 0.002803025 }, { "x": 65, "y": 0.002826153 }, { "x": 66, "y": 0.002849115 }, { "x": 67, "y": 0.002871913 }, { "x": 68, "y": 0.002894552 }, { "x": 69, "y": 0.002917035 }, { "x": 70, "y": 0.002939366 }, { "x": 71, "y": 0.002961547 }, { "x": 72, "y": 0.002983581 }, { "x": 73, "y": 0.003005473 }, { "x": 74, "y": 0.003027223 }, { "x": 75, "y": 0.003048836 }, { "x": 76, "y": 0.003070314 }, { "x": 77, "y": 0.00309166 }, { "x": 78, "y": 0.003112876 }, { "x": 79, "y": 0.003133964 }, { "x": 80, "y": 0.003154927 }, { "x": 81, "y": 0.003175768 }, { "x": 82, "y": 0.003196487 }, { "x": 83, "y": 0.003217089 }, { "x": 84, "y": 0.003237574 }, { "x": 85, "y": 0.003257944 }, { "x": 86, "y": 0.003278203 }, { "x": 87, "y": 0.003298351 }, { "x": 88, "y": 0.00331839 }, { "x": 89, "y": 0.003338323 }, { "x": 90, "y": 0.003358151 }, { "x": 91, "y": 0.003377875 }, { "x": 92, "y": 0.003397498 }, { "x": 93, "y": 0.003417021 }, { "x": 94, "y": 0.003436445 }, { "x": 95, "y": 0.003455773 }, { "x": 96, "y": 0.003475005 }, { "x": 97, "y": 0.003494143 }, { "x": 98, "y": 0.003513189 }, { "x": 99, "y": 0.003532143 }, { "x": 100, "y": 0.003551008 }, { "x": 101, "y": 0.003569784 }, { "x": 102, "y": 0.003588473 }, { "x": 103, "y": 0.003607077 }, { "x": 104, "y": 0.003625595 }, { "x": 105, "y": 0.00364403 }, { "x": 106, "y": 0.003662383 }, { "x": 107, "y": 0.003680655 }, { "x": 108, "y": 0.003698846 }, { "x": 109, "y": 0.003716958 }, { "x": 110, "y": 0.003734993 }, { "x": 111, "y": 0.00375295 }, { "x": 112, "y": 0.003770832 }, { "x": 113, "y": 0.003788639 }, { "x": 114, "y": 0.003806372 }, { "x": 115, "y": 0.003824032 }, { "x": 116, "y": 0.00384162 }, { "x": 117, "y": 0.003859137 }, { "x": 118, "y": 0.003876583 }, { "x": 119, "y": 0.00389396 }, { "x": 120, "y": 0.003911269 } ] }, { "id": 1343, "curve_id": "L19.17", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: welded steel, joint type: rubber gasket", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 15.189968472870977, "sigma": 4.9660066204005773, "method": "Curve fitting", "mu_sigma_quality": 0.99942129448045247, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=15.190, σ=4.966, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Japan", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001443306 }, { "x": 2, "y": 0.002084032 }, { "x": 3, "y": 0.002583644 }, { "x": 4, "y": 0.003009194 }, { "x": 5, "y": 0.003386979 }, { "x": 6, "y": 0.003730599 }, { "x": 7, "y": 0.004048185 }, { "x": 8, "y": 0.004345063 }, { "x": 9, "y": 0.004624949 }, { "x": 10, "y": 0.004890558 }, { "x": 11, "y": 0.005143948 }, { "x": 12, "y": 0.005386721 }, { "x": 13, "y": 0.005620156 }, { "x": 14, "y": 0.005845293 }, { "x": 15, "y": 0.006062989 }, { "x": 16, "y": 0.006273964 }, { "x": 17, "y": 0.006478827 }, { "x": 18, "y": 0.006678099 }, { "x": 19, "y": 0.006872232 }, { "x": 20, "y": 0.00706162 }, { "x": 21, "y": 0.007246606 }, { "x": 22, "y": 0.007427496 }, { "x": 23, "y": 0.007604562 }, { "x": 24, "y": 0.007778044 }, { "x": 25, "y": 0.007948161 }, { "x": 26, "y": 0.008115108 }, { "x": 27, "y": 0.008279064 }, { "x": 28, "y": 0.008440189 }, { "x": 29, "y": 0.008598632 }, { "x": 30, "y": 0.008754527 }, { "x": 31, "y": 0.008907998 }, { "x": 32, "y": 0.00905916 }, { "x": 33, "y": 0.009208117 }, { "x": 34, "y": 0.009354967 }, { "x": 35, "y": 0.009499801 }, { "x": 36, "y": 0.009642702 }, { "x": 37, "y": 0.00978375 }, { "x": 38, "y": 0.009923017 }, { "x": 39, "y": 0.0100605720053555 }, { "x": 40, "y": 0.0101964789597055 }, { "x": 41, "y": 0.010330798149436 }, { "x": 42, "y": 0.010463586 }, { "x": 43, "y": 0.0105948963769891 }, { "x": 44, "y": 0.0107247789723432 }, { "x": 45, "y": 0.010853281 }, { "x": 46, "y": 0.0109804485865614 }, { "x": 47, "y": 0.0111063229235573 }, { "x": 48, "y": 0.011230945 }, { "x": 49, "y": 0.0113543520161962 }, { "x": 50, "y": 0.0114765812137942 }, { "x": 51, "y": 0.0115976667464103 }, { "x": 52, "y": 0.0117176414313029 }, { "x": 53, "y": 0.0118365365336655 }, { "x": 54, "y": 0.0119543818678158 }, { "x": 55, "y": 0.0120712058900424 }, { "x": 56, "y": 0.0121870357839361 }, { "x": 57, "y": 0.0123018975389368 }, { "x": 58, "y": 0.012415816 }, { "x": 59, "y": 0.0125288150481711 }, { "x": 60, "y": 0.0126409174349462 }, { "x": 61, "y": 0.0127521450669359 }, { "x": 62, "y": 0.0128625189451831 }, { "x": 63, "y": 0.0129720592371385 }, { "x": 64, "y": 0.0130807853224102 }, { "x": 65, "y": 0.0131887158353291 }, { "x": 66, "y": 0.013295869 }, { "x": 67, "y": 0.0134022611902627 }, { "x": 68, "y": 0.01350791 }, { "x": 69, "y": 0.013612830912506 }, { "x": 70, "y": 0.01371704 }, { "x": 71, "y": 0.0138205509657097 }, { "x": 72, "y": 0.0139233793252877 }, { "x": 73, "y": 0.0140255386037999 }, { "x": 74, "y": 0.014127042 }, { "x": 75, "y": 0.0142279031940667 }, { "x": 76, "y": 0.014328134 }, { "x": 77, "y": 0.0144277469427011 }, { "x": 78, "y": 0.0145267536421891 }, { "x": 79, "y": 0.0146251655365634 }, { "x": 80, "y": 0.0147229936614496 }, { "x": 81, "y": 0.014820249 }, { "x": 82, "y": 0.0149169410610204 }, { "x": 83, "y": 0.015013081 }, { "x": 84, "y": 0.0151086775866717 }, { "x": 85, "y": 0.0152037409990037 }, { "x": 86, "y": 0.01529828 }, { "x": 87, "y": 0.0153923041327522 }, { "x": 88, "y": 0.015485821 }, { "x": 89, "y": 0.015578841 }, { "x": 90, "y": 0.0156713699139279 }, { "x": 91, "y": 0.015763417 }, { "x": 92, "y": 0.0158549902940698 }, { "x": 93, "y": 0.0159460967490868 }, { "x": 94, "y": 0.0160367439242252 }, { "x": 95, "y": 0.016126939 }, { "x": 96, "y": 0.0162166889078365 }, { "x": 97, "y": 0.016306 }, { "x": 98, "y": 0.0163948803724255 }, { "x": 99, "y": 0.0164833350007287 }, { "x": 100, "y": 0.0165713706793825 }, { "x": 101, "y": 0.0166589935527018 }, { "x": 102, "y": 0.01674621 }, { "x": 103, "y": 0.0168330247160885 }, { "x": 104, "y": 0.0169194445653223 }, { "x": 105, "y": 0.017005474737083 }, { "x": 106, "y": 0.0170911206748283 }, { "x": 107, "y": 0.0171763876954489 }, { "x": 108, "y": 0.017261280993364 }, { "x": 109, "y": 0.0173458056444477 }, { "x": 110, "y": 0.0174299666097953 }, { "x": 111, "y": 0.0175137687393364 }, { "x": 112, "y": 0.0175972167753027 }, { "x": 113, "y": 0.0176803153555582 }, { "x": 114, "y": 0.017763069 }, { "x": 115, "y": 0.017845482 }, { "x": 116, "y": 0.017927559 }, { "x": 117, "y": 0.0180093043995278 }, { "x": 118, "y": 0.0180907218333558 }, { "x": 119, "y": 0.018171816 }, { "x": 120, "y": 0.01825259 } ] }, { "id": 1344, "curve_id": "L19.18", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: abestos cement, joint type: rubber gasket", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 14.744587518543529, "sigma": 4.8808967757805783, "method": "Curve fitting", "mu_sigma_quality": 0.99938354442028532, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=14.745, σ=4.881, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Japan", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001649493 }, { "x": 2, "y": 0.002381751 }, { "x": 3, "y": 0.002952736 }, { "x": 4, "y": 0.003439079 }, { "x": 5, "y": 0.003870833 }, { "x": 6, "y": 0.004263542 }, { "x": 7, "y": 0.004626498 }, { "x": 8, "y": 0.004965787 }, { "x": 9, "y": 0.005285656 }, { "x": 10, "y": 0.005589209 }, { "x": 11, "y": 0.005878798 }, { "x": 12, "y": 0.006156253 }, { "x": 13, "y": 0.006423036 }, { "x": 14, "y": 0.006680335 }, { "x": 15, "y": 0.006929131 }, { "x": 16, "y": 0.007170245 }, { "x": 17, "y": 0.007404373 }, { "x": 18, "y": 0.007632113 }, { "x": 19, "y": 0.00785398 }, { "x": 20, "y": 0.008070423 }, { "x": 21, "y": 0.008281836 }, { "x": 22, "y": 0.008488567 }, { "x": 23, "y": 0.008690928 }, { "x": 24, "y": 0.008889193 }, { "x": 25, "y": 0.009083612 }, { "x": 26, "y": 0.009274409 }, { "x": 27, "y": 0.009461787 }, { "x": 28, "y": 0.009645931 }, { "x": 29, "y": 0.009827008 }, { "x": 30, "y": 0.010005174 }, { "x": 31, "y": 0.0101805695855596 }, { "x": 32, "y": 0.010353325485941 }, { "x": 33, "y": 0.010523562 }, { "x": 34, "y": 0.010691391 }, { "x": 35, "y": 0.010856915119762 }, { "x": 36, "y": 0.0110202311608891 }, { "x": 37, "y": 0.0111814285440368 }, { "x": 38, "y": 0.0113405909310664 }, { "x": 39, "y": 0.0114977965775491 }, { "x": 40, "y": 0.011653118811092 }, { "x": 41, "y": 0.0118066264564983 }, { "x": 42, "y": 0.011958384 }, { "x": 43, "y": 0.012108453 }, { "x": 44, "y": 0.0122568902541066 }, { "x": 45, "y": 0.012403750197743 }, { "x": 46, "y": 0.0125490840989274 }, { "x": 47, "y": 0.0126929404840655 }, { "x": 48, "y": 0.0128353653415164 }, { "x": 49, "y": 0.0129764023042243 }, { "x": 50, "y": 0.013116093 }, { "x": 51, "y": 0.0132544762816118 }, { "x": 52, "y": 0.0133915902072034 }, { "x": 53, "y": 0.0135274703241892 }, { "x": 54, "y": 0.0136621507060752 }, { "x": 55, "y": 0.0137956638743341 }, { "x": 56, "y": 0.0139280408959269 }, { "x": 57, "y": 0.014059311 }, { "x": 58, "y": 0.0141895040259937 }, { "x": 59, "y": 0.0143186457693384 }, { "x": 60, "y": 0.0144467627827957 }, { "x": 61, "y": 0.0145738800764982 }, { "x": 62, "y": 0.0147000216516378 }, { "x": 63, "y": 0.0148252105567298 }, { "x": 64, "y": 0.0149494689398974 }, { "x": 65, "y": 0.015072818097519 }, { "x": 66, "y": 0.0151952785195404 }, { "x": 67, "y": 0.0153168699317288 }, { "x": 68, "y": 0.015437611 }, { "x": 69, "y": 0.015557521042864 }, { "x": 70, "y": 0.015676616714734 }, { "x": 71, "y": 0.0157949153893825 }, { "x": 72, "y": 0.015912434 }, { "x": 73, "y": 0.016029187 }, { "x": 74, "y": 0.016145191 }, { "x": 75, "y": 0.016260461 }, { "x": 76, "y": 0.01637501 }, { "x": 77, "y": 0.0164888536488012 }, { "x": 78, "y": 0.016602004 }, { "x": 79, "y": 0.0167144748989296 }, { "x": 80, "y": 0.0168262784702281 }, { "x": 81, "y": 0.016937427 }, { "x": 82, "y": 0.0170479326411662 }, { "x": 83, "y": 0.0171578065891079 }, { "x": 84, "y": 0.0172670600990533 }, { "x": 85, "y": 0.0173757039988614 }, { "x": 86, "y": 0.0174837488025944 }, { "x": 87, "y": 0.0175912047231454 }, { "x": 88, "y": 0.0176980816842197 }, { "x": 89, "y": 0.0178043893317076 }, { "x": 90, "y": 0.017910137 }, { "x": 91, "y": 0.0180153339447022 }, { "x": 92, "y": 0.0181199889075084 }, { "x": 93, "y": 0.0182241105703849 }, { "x": 94, "y": 0.0183277073419717 }, { "x": 95, "y": 0.0184307874104977 }, { "x": 96, "y": 0.0185333587518131 }, { "x": 97, "y": 0.0186354291370473 }, { "x": 98, "y": 0.018737006 }, { "x": 99, "y": 0.01883809714369 }, { "x": 100, "y": 0.018938709 }, { "x": 101, "y": 0.0190388497745164 }, { "x": 102, "y": 0.0191385252743798 }, { "x": 103, "y": 0.0192377425326726 }, { "x": 104, "y": 0.019336508 }, { "x": 105, "y": 0.019434828270952 }, { "x": 106, "y": 0.019532709 }, { "x": 107, "y": 0.019630157 }, { "x": 108, "y": 0.019727178 }, { "x": 109, "y": 0.019823778 }, { "x": 110, "y": 0.0199199618397661 }, { "x": 111, "y": 0.0200157357020987 }, { "x": 112, "y": 0.020111105 }, { "x": 113, "y": 0.0202060746920665 }, { "x": 114, "y": 0.0203006503049111 }, { "x": 115, "y": 0.0203948367972778 }, { "x": 116, "y": 0.0204886391331164 }, { "x": 117, "y": 0.020582062 }, { "x": 118, "y": 0.020675111 }, { "x": 119, "y": 0.0207677892772627 }, { "x": 120, "y": 0.0208601025628665 } ] }, { "id": 1345, "curve_id": "L19.19", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: abestos cement, joint type: cement", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 13.997391335760945, "sigma": 4.7327990154867479, "method": "Curve fitting", "mu_sigma_quality": 0.9993116449973326, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=13.997, σ=4.733, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Japan", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.002061866 }, { "x": 2, "y": 0.002977188 }, { "x": 3, "y": 0.00369092 }, { "x": 4, "y": 0.004298849 }, { "x": 5, "y": 0.004838542 }, { "x": 6, "y": 0.005329427 }, { "x": 7, "y": 0.005783122 }, { "x": 8, "y": 0.006207234 }, { "x": 9, "y": 0.00660707 }, { "x": 10, "y": 0.006986512 }, { "x": 11, "y": 0.007348497 }, { "x": 12, "y": 0.007695316 }, { "x": 13, "y": 0.008028795 }, { "x": 14, "y": 0.008350419 }, { "x": 15, "y": 0.008661413 }, { "x": 16, "y": 0.008962806 }, { "x": 17, "y": 0.009255467 }, { "x": 18, "y": 0.009540142 }, { "x": 19, "y": 0.009817475 }, { "x": 20, "y": 0.0100880282489156 }, { "x": 21, "y": 0.0103522944995342 }, { "x": 22, "y": 0.0106107092128497 }, { "x": 23, "y": 0.0108636595009653 }, { "x": 24, "y": 0.0111114912882482 }, { "x": 25, "y": 0.0113545152148359 }, { "x": 26, "y": 0.0115930114931618 }, { "x": 27, "y": 0.0118272339360894 }, { "x": 28, "y": 0.0120574133232404 }, { "x": 29, "y": 0.0122837602338762 }, { "x": 30, "y": 0.0125064674462518 }, { "x": 31, "y": 0.012725712 }, { "x": 32, "y": 0.0129416568574263 }, { "x": 33, "y": 0.0131544525924987 }, { "x": 34, "y": 0.0133642385158045 }, { "x": 35, "y": 0.0135711438997025 }, { "x": 36, "y": 0.0137752889511114 }, { "x": 37, "y": 0.013976785680046 }, { "x": 38, "y": 0.014175738663833 }, { "x": 39, "y": 0.0143722457219364 }, { "x": 40, "y": 0.014566398513865 }, { "x": 41, "y": 0.0147582830706229 }, { "x": 42, "y": 0.0149479802685244 }, { "x": 43, "y": 0.0151355662528416 }, { "x": 44, "y": 0.0153211128176332 }, { "x": 45, "y": 0.0155046877471788 }, { "x": 46, "y": 0.015686355 }, { "x": 47, "y": 0.0158661756050819 }, { "x": 48, "y": 0.0160442066768955 }, { "x": 49, "y": 0.0162205028802804 }, { "x": 50, "y": 0.016395116019706 }, { "x": 51, "y": 0.0165680953520148 }, { "x": 52, "y": 0.0167394877590042 }, { "x": 53, "y": 0.0169093379052365 }, { "x": 54, "y": 0.017077688382594 }, { "x": 55, "y": 0.01724458 }, { "x": 56, "y": 0.017410051 }, { "x": 57, "y": 0.017574139 }, { "x": 58, "y": 0.0177368800324922 }, { "x": 59, "y": 0.017898307211673 }, { "x": 60, "y": 0.0180584534784946 }, { "x": 61, "y": 0.0182173500956227 }, { "x": 62, "y": 0.018375027 }, { "x": 63, "y": 0.0185315131959122 }, { "x": 64, "y": 0.0186868361748717 }, { "x": 65, "y": 0.0188410226218988 }, { "x": 66, "y": 0.018994098 }, { "x": 67, "y": 0.019146087414661 }, { "x": 68, "y": 0.0192970141688963 }, { "x": 69, "y": 0.01944690130358 }, { "x": 70, "y": 0.0195957708934175 }, { "x": 71, "y": 0.019743644 }, { "x": 72, "y": 0.0198905418932682 }, { "x": 73, "y": 0.0200364837197141 }, { "x": 74, "y": 0.0201814889029792 }, { "x": 75, "y": 0.0203255759915239 }, { "x": 76, "y": 0.0204687629248055 }, { "x": 77, "y": 0.020611067 }, { "x": 78, "y": 0.020752505 }, { "x": 79, "y": 0.020893094 }, { "x": 80, "y": 0.021032848 }, { "x": 81, "y": 0.021171783875318 }, { "x": 82, "y": 0.021309916 }, { "x": 83, "y": 0.021447258 }, { "x": 84, "y": 0.021583825 }, { "x": 85, "y": 0.02171963 }, { "x": 86, "y": 0.021854686 }, { "x": 87, "y": 0.0219890059039318 }, { "x": 88, "y": 0.0221226021052746 }, { "x": 89, "y": 0.0222554866646345 }, { "x": 90, "y": 0.0223876713056114 }, { "x": 91, "y": 0.0225191674308777 }, { "x": 92, "y": 0.0226499861343855 }, { "x": 93, "y": 0.022780138 }, { "x": 94, "y": 0.0229096341774646 }, { "x": 95, "y": 0.0230384842631221 }, { "x": 96, "y": 0.0231666984397664 }, { "x": 97, "y": 0.023294286 }, { "x": 98, "y": 0.023421258 }, { "x": 99, "y": 0.0235476214296125 }, { "x": 100, "y": 0.0236733866848321 }, { "x": 101, "y": 0.0237985622181455 }, { "x": 102, "y": 0.0239231565929748 }, { "x": 103, "y": 0.0240471781658407 }, { "x": 104, "y": 0.0241706350933176 }, { "x": 105, "y": 0.02429353533869 }, { "x": 106, "y": 0.0244158866783262 }, { "x": 107, "y": 0.024537697 }, { "x": 108, "y": 0.0246589728476628 }, { "x": 109, "y": 0.024779722349211 }, { "x": 110, "y": 0.024899952 }, { "x": 111, "y": 0.02501967 }, { "x": 112, "y": 0.0251388811075753 }, { "x": 113, "y": 0.0252575933650831 }, { "x": 114, "y": 0.025375813 }, { "x": 115, "y": 0.0254935459965972 }, { "x": 116, "y": 0.025610799 }, { "x": 117, "y": 0.0257275777136112 }, { "x": 118, "y": 0.025843888 }, { "x": 119, "y": 0.0259597365965783 }, { "x": 120, "y": 0.0260751282035832 } ] }, { "id": 1346, "curve_id": "L19.2", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: cast iron, joint type: cement", "source_type": "Project Report", "source_abbrev": "Eidinger (1984)", "source_detail": "Eidinger, J. M.: Water-distribution, in: U.S. Geological Survey Professional Paper, Nummer 1552, edited by: Schiff, A. J. and Holzer, T. L., U.S. Government Printing Office, Washington, DC, 63–78, 1984.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 13.997391335760945, "sigma": 4.7327990154867479, "method": "Curve fitting", "mu_sigma_quality": 0.9993116449973326, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=13.997, σ=4.733, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Mexico", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.002061866 }, { "x": 2, "y": 0.002977188 }, { "x": 3, "y": 0.00369092 }, { "x": 4, "y": 0.004298849 }, { "x": 5, "y": 0.004838542 }, { "x": 6, "y": 0.005329427 }, { "x": 7, "y": 0.005783122 }, { "x": 8, "y": 0.006207234 }, { "x": 9, "y": 0.00660707 }, { "x": 10, "y": 0.006986512 }, { "x": 11, "y": 0.007348497 }, { "x": 12, "y": 0.007695316 }, { "x": 13, "y": 0.008028795 }, { "x": 14, "y": 0.008350419 }, { "x": 15, "y": 0.008661413 }, { "x": 16, "y": 0.008962806 }, { "x": 17, "y": 0.009255467 }, { "x": 18, "y": 0.009540142 }, { "x": 19, "y": 0.009817475 }, { "x": 20, "y": 0.0100880282489156 }, { "x": 21, "y": 0.0103522944995342 }, { "x": 22, "y": 0.0106107092128497 }, { "x": 23, "y": 0.0108636595009653 }, { "x": 24, "y": 0.0111114912882482 }, { "x": 25, "y": 0.0113545152148359 }, { "x": 26, "y": 0.0115930114931618 }, { "x": 27, "y": 0.0118272339360894 }, { "x": 28, "y": 0.0120574133232404 }, { "x": 29, "y": 0.0122837602338762 }, { "x": 30, "y": 0.0125064674462518 }, { "x": 31, "y": 0.012725712 }, { "x": 32, "y": 0.0129416568574263 }, { "x": 33, "y": 0.0131544525924987 }, { "x": 34, "y": 0.0133642385158045 }, { "x": 35, "y": 0.0135711438997025 }, { "x": 36, "y": 0.0137752889511114 }, { "x": 37, "y": 0.013976785680046 }, { "x": 38, "y": 0.014175738663833 }, { "x": 39, "y": 0.0143722457219364 }, { "x": 40, "y": 0.014566398513865 }, { "x": 41, "y": 0.0147582830706229 }, { "x": 42, "y": 0.0149479802685244 }, { "x": 43, "y": 0.0151355662528416 }, { "x": 44, "y": 0.0153211128176332 }, { "x": 45, "y": 0.0155046877471788 }, { "x": 46, "y": 0.015686355 }, { "x": 47, "y": 0.0158661756050819 }, { "x": 48, "y": 0.0160442066768955 }, { "x": 49, "y": 0.0162205028802804 }, { "x": 50, "y": 0.016395116019706 }, { "x": 51, "y": 0.0165680953520148 }, { "x": 52, "y": 0.0167394877590042 }, { "x": 53, "y": 0.0169093379052365 }, { "x": 54, "y": 0.017077688382594 }, { "x": 55, "y": 0.01724458 }, { "x": 56, "y": 0.017410051 }, { "x": 57, "y": 0.017574139 }, { "x": 58, "y": 0.0177368800324922 }, { "x": 59, "y": 0.017898307211673 }, { "x": 60, "y": 0.0180584534784946 }, { "x": 61, "y": 0.0182173500956227 }, { "x": 62, "y": 0.018375027 }, { "x": 63, "y": 0.0185315131959122 }, { "x": 64, "y": 0.0186868361748717 }, { "x": 65, "y": 0.0188410226218988 }, { "x": 66, "y": 0.018994098 }, { "x": 67, "y": 0.019146087414661 }, { "x": 68, "y": 0.0192970141688963 }, { "x": 69, "y": 0.01944690130358 }, { "x": 70, "y": 0.0195957708934175 }, { "x": 71, "y": 0.019743644 }, { "x": 72, "y": 0.0198905418932682 }, { "x": 73, "y": 0.0200364837197141 }, { "x": 74, "y": 0.0201814889029792 }, { "x": 75, "y": 0.0203255759915239 }, { "x": 76, "y": 0.0204687629248055 }, { "x": 77, "y": 0.020611067 }, { "x": 78, "y": 0.020752505 }, { "x": 79, "y": 0.020893094 }, { "x": 80, "y": 0.021032848 }, { "x": 81, "y": 0.021171783875318 }, { "x": 82, "y": 0.021309916 }, { "x": 83, "y": 0.021447258 }, { "x": 84, "y": 0.021583825 }, { "x": 85, "y": 0.02171963 }, { "x": 86, "y": 0.021854686 }, { "x": 87, "y": 0.0219890059039318 }, { "x": 88, "y": 0.0221226021052746 }, { "x": 89, "y": 0.0222554866646345 }, { "x": 90, "y": 0.0223876713056114 }, { "x": 91, "y": 0.0225191674308777 }, { "x": 92, "y": 0.0226499861343855 }, { "x": 93, "y": 0.022780138 }, { "x": 94, "y": 0.0229096341774646 }, { "x": 95, "y": 0.0230384842631221 }, { "x": 96, "y": 0.0231666984397664 }, { "x": 97, "y": 0.023294286 }, { "x": 98, "y": 0.023421258 }, { "x": 99, "y": 0.0235476214296125 }, { "x": 100, "y": 0.0236733866848321 }, { "x": 101, "y": 0.0237985622181455 }, { "x": 102, "y": 0.0239231565929748 }, { "x": 103, "y": 0.0240471781658407 }, { "x": 104, "y": 0.0241706350933176 }, { "x": 105, "y": 0.02429353533869 }, { "x": 106, "y": 0.0244158866783262 }, { "x": 107, "y": 0.024537697 }, { "x": 108, "y": 0.0246589728476628 }, { "x": 109, "y": 0.024779722349211 }, { "x": 110, "y": 0.024899952 }, { "x": 111, "y": 0.02501967 }, { "x": 112, "y": 0.0251388811075753 }, { "x": 113, "y": 0.0252575933650831 }, { "x": 114, "y": 0.025375813 }, { "x": 115, "y": 0.0254935459965972 }, { "x": 116, "y": 0.025610799 }, { "x": 117, "y": 0.0257275777136112 }, { "x": 118, "y": 0.025843888 }, { "x": 119, "y": 0.0259597365965783 }, { "x": 120, "y": 0.0260751282035832 } ] }, { "id": 1347, "curve_id": "L19.20", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: concrete with steel cylinder, joint type: welded", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 15.562722567254903, "sigma": 4.9993608646341254, "method": "Curve fitting", "mu_sigma_quality": 0.9993572391689266, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=15.563, σ=4.999, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Japan", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001237119 }, { "x": 2, "y": 0.001786313 }, { "x": 3, "y": 0.002214552 }, { "x": 4, "y": 0.002579309 }, { "x": 5, "y": 0.002903125 }, { "x": 6, "y": 0.003197656 }, { "x": 7, "y": 0.003469873 }, { "x": 8, "y": 0.00372434 }, { "x": 9, "y": 0.003964242 }, { "x": 10, "y": 0.004191907 }, { "x": 11, "y": 0.004409098 }, { "x": 12, "y": 0.00461719 }, { "x": 13, "y": 0.004817277 }, { "x": 14, "y": 0.005010251 }, { "x": 15, "y": 0.005196848 }, { "x": 16, "y": 0.005377683 }, { "x": 17, "y": 0.00555328 }, { "x": 18, "y": 0.005724085 }, { "x": 19, "y": 0.005890485 }, { "x": 20, "y": 0.006052817 }, { "x": 21, "y": 0.006211377 }, { "x": 22, "y": 0.006366426 }, { "x": 23, "y": 0.006518196 }, { "x": 24, "y": 0.006666895 }, { "x": 25, "y": 0.006812709 }, { "x": 26, "y": 0.006955807 }, { "x": 27, "y": 0.00709634 }, { "x": 28, "y": 0.007234448 }, { "x": 29, "y": 0.007370256 }, { "x": 30, "y": 0.00750388 }, { "x": 31, "y": 0.007635427 }, { "x": 32, "y": 0.007764994 }, { "x": 33, "y": 0.007892672 }, { "x": 34, "y": 0.008018543 }, { "x": 35, "y": 0.008142686 }, { "x": 36, "y": 0.008265173 }, { "x": 37, "y": 0.008386071 }, { "x": 38, "y": 0.008505443 }, { "x": 39, "y": 0.008623347 }, { "x": 40, "y": 0.008739839 }, { "x": 41, "y": 0.00885497 }, { "x": 42, "y": 0.008968788 }, { "x": 43, "y": 0.00908134 }, { "x": 44, "y": 0.009192668 }, { "x": 45, "y": 0.009302813 }, { "x": 46, "y": 0.009411813 }, { "x": 47, "y": 0.009519705 }, { "x": 48, "y": 0.009626524 }, { "x": 49, "y": 0.009732302 }, { "x": 50, "y": 0.00983707 }, { "x": 51, "y": 0.009940857 }, { "x": 52, "y": 0.0100436926554025 }, { "x": 53, "y": 0.0101456027431419 }, { "x": 54, "y": 0.0102466130295564 }, { "x": 55, "y": 0.0103467479057506 }, { "x": 56, "y": 0.0104460306719452 }, { "x": 57, "y": 0.010544483604803 }, { "x": 58, "y": 0.010642128 }, { "x": 59, "y": 0.0107389843270038 }, { "x": 60, "y": 0.0108350720870968 }, { "x": 61, "y": 0.0109304100573736 }, { "x": 62, "y": 0.0110250162387284 }, { "x": 63, "y": 0.0111189079175473 }, { "x": 64, "y": 0.011212101704923 }, { "x": 65, "y": 0.0113046135731392 }, { "x": 66, "y": 0.011396459 }, { "x": 67, "y": 0.0114876524487966 }, { "x": 68, "y": 0.011578209 }, { "x": 69, "y": 0.011668140782148 }, { "x": 70, "y": 0.0117574625360505 }, { "x": 71, "y": 0.0118461865420369 }, { "x": 72, "y": 0.0119343251359609 }, { "x": 73, "y": 0.0120218902318285 }, { "x": 74, "y": 0.0121088933417875 }, { "x": 75, "y": 0.012195346 }, { "x": 76, "y": 0.0122812577548833 }, { "x": 77, "y": 0.0123666402366009 }, { "x": 78, "y": 0.0124515031218763 }, { "x": 79, "y": 0.0125358561741972 }, { "x": 80, "y": 0.0126197088526711 }, { "x": 81, "y": 0.0127030703251908 }, { "x": 82, "y": 0.0127859494808746 }, { "x": 83, "y": 0.0128683549418309 }, { "x": 84, "y": 0.01295029507429 }, { "x": 85, "y": 0.0130317779991461 }, { "x": 86, "y": 0.0131128116019458 }, { "x": 87, "y": 0.013193404 }, { "x": 88, "y": 0.0132735612631647 }, { "x": 89, "y": 0.0133532919987807 }, { "x": 90, "y": 0.0134326027833668 }, { "x": 91, "y": 0.0135115004585266 }, { "x": 92, "y": 0.013589992 }, { "x": 93, "y": 0.013668083 }, { "x": 94, "y": 0.0137457805064787 }, { "x": 95, "y": 0.013823091 }, { "x": 96, "y": 0.013900019 }, { "x": 97, "y": 0.0139765718527854 }, { "x": 98, "y": 0.0140527546049361 }, { "x": 99, "y": 0.0141285728577675 }, { "x": 100, "y": 0.0142040320108992 }, { "x": 101, "y": 0.0142791373308873 }, { "x": 102, "y": 0.0143538939557848 }, { "x": 103, "y": 0.0144283068995044 }, { "x": 104, "y": 0.014502381 }, { "x": 105, "y": 0.014576121203214 }, { "x": 106, "y": 0.0146495320069957 }, { "x": 107, "y": 0.0147226180246705 }, { "x": 108, "y": 0.0147953837085977 }, { "x": 109, "y": 0.0148678334095266 }, { "x": 110, "y": 0.0149399713798245 }, { "x": 111, "y": 0.015011801776574 }, { "x": 112, "y": 0.0150833286645452 }, { "x": 113, "y": 0.0151545560190498 }, { "x": 114, "y": 0.015225488 }, { "x": 115, "y": 0.015296128 }, { "x": 116, "y": 0.0153664793498373 }, { "x": 117, "y": 0.0154365466281667 }, { "x": 118, "y": 0.015506333 }, { "x": 119, "y": 0.015575841957947 }, { "x": 120, "y": 0.0156450769221499 } ] }, { "id": 1348, "curve_id": "L19.21", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: concrete with steel cylinder, joint type: cement", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 13.997391335760945, "sigma": 4.7327990154867479, "method": "Curve fitting", "mu_sigma_quality": 0.9993116449973326, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=13.997, σ=4.733, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Japan", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.002061866 }, { "x": 2, "y": 0.002977188 }, { "x": 3, "y": 0.00369092 }, { "x": 4, "y": 0.004298849 }, { "x": 5, "y": 0.004838542 }, { "x": 6, "y": 0.005329427 }, { "x": 7, "y": 0.005783122 }, { "x": 8, "y": 0.006207234 }, { "x": 9, "y": 0.00660707 }, { "x": 10, "y": 0.006986512 }, { "x": 11, "y": 0.007348497 }, { "x": 12, "y": 0.007695316 }, { "x": 13, "y": 0.008028795 }, { "x": 14, "y": 0.008350419 }, { "x": 15, "y": 0.008661413 }, { "x": 16, "y": 0.008962806 }, { "x": 17, "y": 0.009255467 }, { "x": 18, "y": 0.009540142 }, { "x": 19, "y": 0.009817475 }, { "x": 20, "y": 0.0100880282489156 }, { "x": 21, "y": 0.0103522944995342 }, { "x": 22, "y": 0.0106107092128497 }, { "x": 23, "y": 0.0108636595009653 }, { "x": 24, "y": 0.0111114912882482 }, { "x": 25, "y": 0.0113545152148359 }, { "x": 26, "y": 0.0115930114931618 }, { "x": 27, "y": 0.0118272339360894 }, { "x": 28, "y": 0.0120574133232404 }, { "x": 29, "y": 0.0122837602338762 }, { "x": 30, "y": 0.0125064674462518 }, { "x": 31, "y": 0.012725712 }, { "x": 32, "y": 0.0129416568574263 }, { "x": 33, "y": 0.0131544525924987 }, { "x": 34, "y": 0.0133642385158045 }, { "x": 35, "y": 0.0135711438997025 }, { "x": 36, "y": 0.0137752889511114 }, { "x": 37, "y": 0.013976785680046 }, { "x": 38, "y": 0.014175738663833 }, { "x": 39, "y": 0.0143722457219364 }, { "x": 40, "y": 0.014566398513865 }, { "x": 41, "y": 0.0147582830706229 }, { "x": 42, "y": 0.0149479802685244 }, { "x": 43, "y": 0.0151355662528416 }, { "x": 44, "y": 0.0153211128176332 }, { "x": 45, "y": 0.0155046877471788 }, { "x": 46, "y": 0.015686355 }, { "x": 47, "y": 0.0158661756050819 }, { "x": 48, "y": 0.0160442066768955 }, { "x": 49, "y": 0.0162205028802804 }, { "x": 50, "y": 0.016395116019706 }, { "x": 51, "y": 0.0165680953520148 }, { "x": 52, "y": 0.0167394877590042 }, { "x": 53, "y": 0.0169093379052365 }, { "x": 54, "y": 0.017077688382594 }, { "x": 55, "y": 0.01724458 }, { "x": 56, "y": 0.017410051 }, { "x": 57, "y": 0.017574139 }, { "x": 58, "y": 0.0177368800324922 }, { "x": 59, "y": 0.017898307211673 }, { "x": 60, "y": 0.0180584534784946 }, { "x": 61, "y": 0.0182173500956227 }, { "x": 62, "y": 0.018375027 }, { "x": 63, "y": 0.0185315131959122 }, { "x": 64, "y": 0.0186868361748717 }, { "x": 65, "y": 0.0188410226218988 }, { "x": 66, "y": 0.018994098 }, { "x": 67, "y": 0.019146087414661 }, { "x": 68, "y": 0.0192970141688963 }, { "x": 69, "y": 0.01944690130358 }, { "x": 70, "y": 0.0195957708934175 }, { "x": 71, "y": 0.019743644 }, { "x": 72, "y": 0.0198905418932682 }, { "x": 73, "y": 0.0200364837197141 }, { "x": 74, "y": 0.0201814889029792 }, { "x": 75, "y": 0.0203255759915239 }, { "x": 76, "y": 0.0204687629248055 }, { "x": 77, "y": 0.020611067 }, { "x": 78, "y": 0.020752505 }, { "x": 79, "y": 0.020893094 }, { "x": 80, "y": 0.021032848 }, { "x": 81, "y": 0.021171783875318 }, { "x": 82, "y": 0.021309916 }, { "x": 83, "y": 0.021447258 }, { "x": 84, "y": 0.021583825 }, { "x": 85, "y": 0.02171963 }, { "x": 86, "y": 0.021854686 }, { "x": 87, "y": 0.0219890059039318 }, { "x": 88, "y": 0.0221226021052746 }, { "x": 89, "y": 0.0222554866646345 }, { "x": 90, "y": 0.0223876713056114 }, { "x": 91, "y": 0.0225191674308777 }, { "x": 92, "y": 0.0226499861343855 }, { "x": 93, "y": 0.022780138 }, { "x": 94, "y": 0.0229096341774646 }, { "x": 95, "y": 0.0230384842631221 }, { "x": 96, "y": 0.0231666984397664 }, { "x": 97, "y": 0.023294286 }, { "x": 98, "y": 0.023421258 }, { "x": 99, "y": 0.0235476214296125 }, { "x": 100, "y": 0.0236733866848321 }, { "x": 101, "y": 0.0237985622181455 }, { "x": 102, "y": 0.0239231565929748 }, { "x": 103, "y": 0.0240471781658407 }, { "x": 104, "y": 0.0241706350933176 }, { "x": 105, "y": 0.02429353533869 }, { "x": 106, "y": 0.0244158866783262 }, { "x": 107, "y": 0.024537697 }, { "x": 108, "y": 0.0246589728476628 }, { "x": 109, "y": 0.024779722349211 }, { "x": 110, "y": 0.024899952 }, { "x": 111, "y": 0.02501967 }, { "x": 112, "y": 0.0251388811075753 }, { "x": 113, "y": 0.0252575933650831 }, { "x": 114, "y": 0.025375813 }, { "x": 115, "y": 0.0254935459965972 }, { "x": 116, "y": 0.025610799 }, { "x": 117, "y": 0.0257275777136112 }, { "x": 118, "y": 0.025843888 }, { "x": 119, "y": 0.0259597365965783 }, { "x": 120, "y": 0.0260751282035832 } ] }, { "id": 1349, "curve_id": "L19.22", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: concrete with steel cylinder, joint type: rubber gasket", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 15.189968472870977, "sigma": 4.9660066204005773, "method": "Curve fitting", "mu_sigma_quality": 0.99942129448045247, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=15.190, σ=4.966, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Japan", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001443306 }, { "x": 2, "y": 0.002084032 }, { "x": 3, "y": 0.002583644 }, { "x": 4, "y": 0.003009194 }, { "x": 5, "y": 0.003386979 }, { "x": 6, "y": 0.003730599 }, { "x": 7, "y": 0.004048185 }, { "x": 8, "y": 0.004345063 }, { "x": 9, "y": 0.004624949 }, { "x": 10, "y": 0.004890558 }, { "x": 11, "y": 0.005143948 }, { "x": 12, "y": 0.005386721 }, { "x": 13, "y": 0.005620156 }, { "x": 14, "y": 0.005845293 }, { "x": 15, "y": 0.006062989 }, { "x": 16, "y": 0.006273964 }, { "x": 17, "y": 0.006478827 }, { "x": 18, "y": 0.006678099 }, { "x": 19, "y": 0.006872232 }, { "x": 20, "y": 0.00706162 }, { "x": 21, "y": 0.007246606 }, { "x": 22, "y": 0.007427496 }, { "x": 23, "y": 0.007604562 }, { "x": 24, "y": 0.007778044 }, { "x": 25, "y": 0.007948161 }, { "x": 26, "y": 0.008115108 }, { "x": 27, "y": 0.008279064 }, { "x": 28, "y": 0.008440189 }, { "x": 29, "y": 0.008598632 }, { "x": 30, "y": 0.008754527 }, { "x": 31, "y": 0.008907998 }, { "x": 32, "y": 0.00905916 }, { "x": 33, "y": 0.009208117 }, { "x": 34, "y": 0.009354967 }, { "x": 35, "y": 0.009499801 }, { "x": 36, "y": 0.009642702 }, { "x": 37, "y": 0.00978375 }, { "x": 38, "y": 0.009923017 }, { "x": 39, "y": 0.0100605720053555 }, { "x": 40, "y": 0.0101964789597055 }, { "x": 41, "y": 0.010330798149436 }, { "x": 42, "y": 0.010463586 }, { "x": 43, "y": 0.0105948963769891 }, { "x": 44, "y": 0.0107247789723432 }, { "x": 45, "y": 0.010853281 }, { "x": 46, "y": 0.0109804485865614 }, { "x": 47, "y": 0.0111063229235573 }, { "x": 48, "y": 0.011230945 }, { "x": 49, "y": 0.0113543520161962 }, { "x": 50, "y": 0.0114765812137942 }, { "x": 51, "y": 0.0115976667464103 }, { "x": 52, "y": 0.0117176414313029 }, { "x": 53, "y": 0.0118365365336655 }, { "x": 54, "y": 0.0119543818678158 }, { "x": 55, "y": 0.0120712058900424 }, { "x": 56, "y": 0.0121870357839361 }, { "x": 57, "y": 0.0123018975389368 }, { "x": 58, "y": 0.012415816 }, { "x": 59, "y": 0.0125288150481711 }, { "x": 60, "y": 0.0126409174349462 }, { "x": 61, "y": 0.0127521450669359 }, { "x": 62, "y": 0.0128625189451831 }, { "x": 63, "y": 0.0129720592371385 }, { "x": 64, "y": 0.0130807853224102 }, { "x": 65, "y": 0.0131887158353291 }, { "x": 66, "y": 0.013295869 }, { "x": 67, "y": 0.0134022611902627 }, { "x": 68, "y": 0.01350791 }, { "x": 69, "y": 0.013612830912506 }, { "x": 70, "y": 0.01371704 }, { "x": 71, "y": 0.0138205509657097 }, { "x": 72, "y": 0.0139233793252877 }, { "x": 73, "y": 0.0140255386037999 }, { "x": 74, "y": 0.014127042 }, { "x": 75, "y": 0.0142279031940667 }, { "x": 76, "y": 0.014328134 }, { "x": 77, "y": 0.0144277469427011 }, { "x": 78, "y": 0.0145267536421891 }, { "x": 79, "y": 0.0146251655365634 }, { "x": 80, "y": 0.0147229936614496 }, { "x": 81, "y": 0.014820249 }, { "x": 82, "y": 0.0149169410610204 }, { "x": 83, "y": 0.015013081 }, { "x": 84, "y": 0.0151086775866717 }, { "x": 85, "y": 0.0152037409990037 }, { "x": 86, "y": 0.01529828 }, { "x": 87, "y": 0.0153923041327522 }, { "x": 88, "y": 0.015485821 }, { "x": 89, "y": 0.015578841 }, { "x": 90, "y": 0.0156713699139279 }, { "x": 91, "y": 0.015763417 }, { "x": 92, "y": 0.0158549902940698 }, { "x": 93, "y": 0.0159460967490868 }, { "x": 94, "y": 0.0160367439242252 }, { "x": 95, "y": 0.016126939 }, { "x": 96, "y": 0.0162166889078365 }, { "x": 97, "y": 0.016306 }, { "x": 98, "y": 0.0163948803724255 }, { "x": 99, "y": 0.0164833350007287 }, { "x": 100, "y": 0.0165713706793825 }, { "x": 101, "y": 0.0166589935527018 }, { "x": 102, "y": 0.01674621 }, { "x": 103, "y": 0.0168330247160885 }, { "x": 104, "y": 0.0169194445653223 }, { "x": 105, "y": 0.017005474737083 }, { "x": 106, "y": 0.0170911206748283 }, { "x": 107, "y": 0.0171763876954489 }, { "x": 108, "y": 0.017261280993364 }, { "x": 109, "y": 0.0173458056444477 }, { "x": 110, "y": 0.0174299666097953 }, { "x": 111, "y": 0.0175137687393364 }, { "x": 112, "y": 0.0175972167753027 }, { "x": 113, "y": 0.0176803153555582 }, { "x": 114, "y": 0.017763069 }, { "x": 115, "y": 0.017845482 }, { "x": 116, "y": 0.017927559 }, { "x": 117, "y": 0.0180093043995278 }, { "x": 118, "y": 0.0180907218333558 }, { "x": 119, "y": 0.018171816 }, { "x": 120, "y": 0.01825259 } ] }, { "id": 1350, "curve_id": "L19.23", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: PVC, joint type: rubber gasket", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 14.744587518543529, "sigma": 4.8808967757805783, "method": "Curve fitting", "mu_sigma_quality": 0.99938354442028532, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=14.745, σ=4.881, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Japan", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001649493 }, { "x": 2, "y": 0.002381751 }, { "x": 3, "y": 0.002952736 }, { "x": 4, "y": 0.003439079 }, { "x": 5, "y": 0.003870833 }, { "x": 6, "y": 0.004263542 }, { "x": 7, "y": 0.004626498 }, { "x": 8, "y": 0.004965787 }, { "x": 9, "y": 0.005285656 }, { "x": 10, "y": 0.005589209 }, { "x": 11, "y": 0.005878798 }, { "x": 12, "y": 0.006156253 }, { "x": 13, "y": 0.006423036 }, { "x": 14, "y": 0.006680335 }, { "x": 15, "y": 0.006929131 }, { "x": 16, "y": 0.007170245 }, { "x": 17, "y": 0.007404373 }, { "x": 18, "y": 0.007632113 }, { "x": 19, "y": 0.00785398 }, { "x": 20, "y": 0.008070423 }, { "x": 21, "y": 0.008281836 }, { "x": 22, "y": 0.008488567 }, { "x": 23, "y": 0.008690928 }, { "x": 24, "y": 0.008889193 }, { "x": 25, "y": 0.009083612 }, { "x": 26, "y": 0.009274409 }, { "x": 27, "y": 0.009461787 }, { "x": 28, "y": 0.009645931 }, { "x": 29, "y": 0.009827008 }, { "x": 30, "y": 0.010005174 }, { "x": 31, "y": 0.0101805695855596 }, { "x": 32, "y": 0.010353325485941 }, { "x": 33, "y": 0.010523562 }, { "x": 34, "y": 0.010691391 }, { "x": 35, "y": 0.010856915119762 }, { "x": 36, "y": 0.0110202311608891 }, { "x": 37, "y": 0.0111814285440368 }, { "x": 38, "y": 0.0113405909310664 }, { "x": 39, "y": 0.0114977965775491 }, { "x": 40, "y": 0.011653118811092 }, { "x": 41, "y": 0.0118066264564983 }, { "x": 42, "y": 0.011958384 }, { "x": 43, "y": 0.012108453 }, { "x": 44, "y": 0.0122568902541066 }, { "x": 45, "y": 0.012403750197743 }, { "x": 46, "y": 0.0125490840989274 }, { "x": 47, "y": 0.0126929404840655 }, { "x": 48, "y": 0.0128353653415164 }, { "x": 49, "y": 0.0129764023042243 }, { "x": 50, "y": 0.013116093 }, { "x": 51, "y": 0.0132544762816118 }, { "x": 52, "y": 0.0133915902072034 }, { "x": 53, "y": 0.0135274703241892 }, { "x": 54, "y": 0.0136621507060752 }, { "x": 55, "y": 0.0137956638743341 }, { "x": 56, "y": 0.0139280408959269 }, { "x": 57, "y": 0.014059311 }, { "x": 58, "y": 0.0141895040259937 }, { "x": 59, "y": 0.0143186457693384 }, { "x": 60, "y": 0.0144467627827957 }, { "x": 61, "y": 0.0145738800764982 }, { "x": 62, "y": 0.0147000216516378 }, { "x": 63, "y": 0.0148252105567298 }, { "x": 64, "y": 0.0149494689398974 }, { "x": 65, "y": 0.015072818097519 }, { "x": 66, "y": 0.0151952785195404 }, { "x": 67, "y": 0.0153168699317288 }, { "x": 68, "y": 0.015437611 }, { "x": 69, "y": 0.015557521042864 }, { "x": 70, "y": 0.015676616714734 }, { "x": 71, "y": 0.0157949153893825 }, { "x": 72, "y": 0.015912434 }, { "x": 73, "y": 0.016029187 }, { "x": 74, "y": 0.016145191 }, { "x": 75, "y": 0.016260461 }, { "x": 76, "y": 0.01637501 }, { "x": 77, "y": 0.0164888536488012 }, { "x": 78, "y": 0.016602004 }, { "x": 79, "y": 0.0167144748989296 }, { "x": 80, "y": 0.0168262784702281 }, { "x": 81, "y": 0.016937427 }, { "x": 82, "y": 0.0170479326411662 }, { "x": 83, "y": 0.0171578065891079 }, { "x": 84, "y": 0.0172670600990533 }, { "x": 85, "y": 0.0173757039988614 }, { "x": 86, "y": 0.0174837488025944 }, { "x": 87, "y": 0.0175912047231454 }, { "x": 88, "y": 0.0176980816842197 }, { "x": 89, "y": 0.0178043893317076 }, { "x": 90, "y": 0.017910137 }, { "x": 91, "y": 0.0180153339447022 }, { "x": 92, "y": 0.0181199889075084 }, { "x": 93, "y": 0.0182241105703849 }, { "x": 94, "y": 0.0183277073419717 }, { "x": 95, "y": 0.0184307874104977 }, { "x": 96, "y": 0.0185333587518131 }, { "x": 97, "y": 0.0186354291370473 }, { "x": 98, "y": 0.018737006 }, { "x": 99, "y": 0.01883809714369 }, { "x": 100, "y": 0.018938709 }, { "x": 101, "y": 0.0190388497745164 }, { "x": 102, "y": 0.0191385252743798 }, { "x": 103, "y": 0.0192377425326726 }, { "x": 104, "y": 0.019336508 }, { "x": 105, "y": 0.019434828270952 }, { "x": 106, "y": 0.019532709 }, { "x": 107, "y": 0.019630157 }, { "x": 108, "y": 0.019727178 }, { "x": 109, "y": 0.019823778 }, { "x": 110, "y": 0.0199199618397661 }, { "x": 111, "y": 0.0200157357020987 }, { "x": 112, "y": 0.020111105 }, { "x": 113, "y": 0.0202060746920665 }, { "x": 114, "y": 0.0203006503049111 }, { "x": 115, "y": 0.0203948367972778 }, { "x": 116, "y": 0.0204886391331164 }, { "x": 117, "y": 0.020582062 }, { "x": 118, "y": 0.020675111 }, { "x": 119, "y": 0.0207677892772627 }, { "x": 120, "y": 0.0208601025628665 } ] }, { "id": 1351, "curve_id": "L19.24", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: ductile iron, joint type: rubber gasket", "source_type": "Project Report", "source_abbrev": "Eidinger et al. (2001)", "source_detail": "Eidinger, J. M., Avila, E. A., Ballantyne, D., Cheng, L., der Kiureghian, A., Maison, B. F., O’Rourke, T. D., and Power, M.: Seismic fragility formulations for water systems. Part 1 - Guideline, American Lifelines Alliance (ALA), American Society of Civil Engineers (ASCE), 2001.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 15.910715547496375, "sigma": 4.9999913575234833, "method": "Curve fitting", "mu_sigma_quality": 0.99876055887851012, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=15.911, σ=5.000, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Japan", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001030933 }, { "x": 2, "y": 0.001488594 }, { "x": 3, "y": 0.00184546 }, { "x": 4, "y": 0.002149424 }, { "x": 5, "y": 0.002419271 }, { "x": 6, "y": 0.002664714 }, { "x": 7, "y": 0.002891561 }, { "x": 8, "y": 0.003103617 }, { "x": 9, "y": 0.003303535 }, { "x": 10, "y": 0.003493256 }, { "x": 11, "y": 0.003674248 }, { "x": 12, "y": 0.003847658 }, { "x": 13, "y": 0.004014397 }, { "x": 14, "y": 0.004175209 }, { "x": 15, "y": 0.004330707 }, { "x": 16, "y": 0.004481403 }, { "x": 17, "y": 0.004627733 }, { "x": 18, "y": 0.004770071 }, { "x": 19, "y": 0.004908737 }, { "x": 20, "y": 0.005044014 }, { "x": 21, "y": 0.005176147 }, { "x": 22, "y": 0.005305355 }, { "x": 23, "y": 0.00543183 }, { "x": 24, "y": 0.005555746 }, { "x": 25, "y": 0.005677258 }, { "x": 26, "y": 0.005796506 }, { "x": 27, "y": 0.005913617 }, { "x": 28, "y": 0.006028707 }, { "x": 29, "y": 0.00614188 }, { "x": 30, "y": 0.006253234 }, { "x": 31, "y": 0.006362856 }, { "x": 32, "y": 0.006470828 }, { "x": 33, "y": 0.006577226 }, { "x": 34, "y": 0.006682119 }, { "x": 35, "y": 0.006785572 }, { "x": 36, "y": 0.006887644 }, { "x": 37, "y": 0.006988393 }, { "x": 38, "y": 0.007087869 }, { "x": 39, "y": 0.007186123 }, { "x": 40, "y": 0.007283199 }, { "x": 41, "y": 0.007379142 }, { "x": 42, "y": 0.00747399 }, { "x": 43, "y": 0.007567783 }, { "x": 44, "y": 0.007660556 }, { "x": 45, "y": 0.007752344 }, { "x": 46, "y": 0.007843178 }, { "x": 47, "y": 0.007933088 }, { "x": 48, "y": 0.008022103 }, { "x": 49, "y": 0.008110251 }, { "x": 50, "y": 0.008197558 }, { "x": 51, "y": 0.008284048 }, { "x": 52, "y": 0.008369744 }, { "x": 53, "y": 0.008454669 }, { "x": 54, "y": 0.008538844 }, { "x": 55, "y": 0.00862229 }, { "x": 56, "y": 0.008705026 }, { "x": 57, "y": 0.00878707 }, { "x": 58, "y": 0.00886844 }, { "x": 59, "y": 0.008949154 }, { "x": 60, "y": 0.009029227 }, { "x": 61, "y": 0.009108675 }, { "x": 62, "y": 0.009187514 }, { "x": 63, "y": 0.009265757 }, { "x": 64, "y": 0.009343418 }, { "x": 65, "y": 0.009420511 }, { "x": 66, "y": 0.009497049 }, { "x": 67, "y": 0.009573044 }, { "x": 68, "y": 0.009648507 }, { "x": 69, "y": 0.009723451 }, { "x": 70, "y": 0.009797885 }, { "x": 71, "y": 0.009871822 }, { "x": 72, "y": 0.009945271 }, { "x": 73, "y": 0.010018241859857 }, { "x": 74, "y": 0.0100907444514896 }, { "x": 75, "y": 0.0101627879957619 }, { "x": 76, "y": 0.0102343814624027 }, { "x": 77, "y": 0.010305534 }, { "x": 78, "y": 0.0103762526015636 }, { "x": 79, "y": 0.010446547 }, { "x": 80, "y": 0.010516424 }, { "x": 81, "y": 0.010585891937659 }, { "x": 82, "y": 0.0106549579007289 }, { "x": 83, "y": 0.0107236291181924 }, { "x": 84, "y": 0.0107919125619083 }, { "x": 85, "y": 0.0108598149992884 }, { "x": 86, "y": 0.0109273430016215 }, { "x": 87, "y": 0.0109945029519659 }, { "x": 88, "y": 0.0110613010526373 }, { "x": 89, "y": 0.0111277433323172 }, { "x": 90, "y": 0.0111938356528057 }, { "x": 91, "y": 0.0112595837154388 }, { "x": 92, "y": 0.0113249930671927 }, { "x": 93, "y": 0.0113900691064906 }, { "x": 94, "y": 0.0114548170887323 }, { "x": 95, "y": 0.011519242131561 }, { "x": 96, "y": 0.0115833492198832 }, { "x": 97, "y": 0.0116471432106545 }, { "x": 98, "y": 0.011710629 }, { "x": 99, "y": 0.0117738107148062 }, { "x": 100, "y": 0.011836693342416 }, { "x": 101, "y": 0.0118992811090727 }, { "x": 102, "y": 0.0119615782964874 }, { "x": 103, "y": 0.0120235890829203 }, { "x": 104, "y": 0.0120853175466588 }, { "x": 105, "y": 0.012146767669345 }, { "x": 106, "y": 0.0122079433391631 }, { "x": 107, "y": 0.0122688483538921 }, { "x": 108, "y": 0.0123294864238314 }, { "x": 109, "y": 0.0123898611746055 }, { "x": 110, "y": 0.012449976 }, { "x": 111, "y": 0.012509835 }, { "x": 112, "y": 0.0125694405537876 }, { "x": 113, "y": 0.0126287966825415 }, { "x": 114, "y": 0.012687906 }, { "x": 115, "y": 0.0127467729982986 }, { "x": 116, "y": 0.0128053994581977 }, { "x": 117, "y": 0.0128637888568056 }, { "x": 118, "y": 0.0129219441666827 }, { "x": 119, "y": 0.0129798682982891 }, { "x": 120, "y": 0.0130375641017916 } ] }, { "id": 1352, "curve_id": "L19.3", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: cast iron, joint type: rubber gasket, mechanical", "source_type": "Project Report", "source_abbrev": "Eidinger (1984)", "source_detail": "Eidinger, J. M.: Water-distribution, in: U.S. Geological Survey Professional Paper, Nummer 1552, edited by: Schiff, A. J. and Holzer, T. L., U.S. Government Printing Office, Washington, DC, 63–78, 1984.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 15.189968472870977, "sigma": 4.9660066204005773, "method": "Curve fitting", "mu_sigma_quality": 0.99942129448045247, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=15.190, σ=4.966, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Mexico", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001443306 }, { "x": 2, "y": 0.002084032 }, { "x": 3, "y": 0.002583644 }, { "x": 4, "y": 0.003009194 }, { "x": 5, "y": 0.003386979 }, { "x": 6, "y": 0.003730599 }, { "x": 7, "y": 0.004048185 }, { "x": 8, "y": 0.004345063 }, { "x": 9, "y": 0.004624949 }, { "x": 10, "y": 0.004890558 }, { "x": 11, "y": 0.005143948 }, { "x": 12, "y": 0.005386721 }, { "x": 13, "y": 0.005620156 }, { "x": 14, "y": 0.005845293 }, { "x": 15, "y": 0.006062989 }, { "x": 16, "y": 0.006273964 }, { "x": 17, "y": 0.006478827 }, { "x": 18, "y": 0.006678099 }, { "x": 19, "y": 0.006872232 }, { "x": 20, "y": 0.00706162 }, { "x": 21, "y": 0.007246606 }, { "x": 22, "y": 0.007427496 }, { "x": 23, "y": 0.007604562 }, { "x": 24, "y": 0.007778044 }, { "x": 25, "y": 0.007948161 }, { "x": 26, "y": 0.008115108 }, { "x": 27, "y": 0.008279064 }, { "x": 28, "y": 0.008440189 }, { "x": 29, "y": 0.008598632 }, { "x": 30, "y": 0.008754527 }, { "x": 31, "y": 0.008907998 }, { "x": 32, "y": 0.00905916 }, { "x": 33, "y": 0.009208117 }, { "x": 34, "y": 0.009354967 }, { "x": 35, "y": 0.009499801 }, { "x": 36, "y": 0.009642702 }, { "x": 37, "y": 0.00978375 }, { "x": 38, "y": 0.009923017 }, { "x": 39, "y": 0.0100605720053555 }, { "x": 40, "y": 0.0101964789597055 }, { "x": 41, "y": 0.010330798149436 }, { "x": 42, "y": 0.010463586 }, { "x": 43, "y": 0.0105948963769891 }, { "x": 44, "y": 0.0107247789723432 }, { "x": 45, "y": 0.010853281 }, { "x": 46, "y": 0.0109804485865614 }, { "x": 47, "y": 0.0111063229235573 }, { "x": 48, "y": 0.011230945 }, { "x": 49, "y": 0.0113543520161962 }, { "x": 50, "y": 0.0114765812137942 }, { "x": 51, "y": 0.0115976667464103 }, { "x": 52, "y": 0.0117176414313029 }, { "x": 53, "y": 0.0118365365336655 }, { "x": 54, "y": 0.0119543818678158 }, { "x": 55, "y": 0.0120712058900424 }, { "x": 56, "y": 0.0121870357839361 }, { "x": 57, "y": 0.0123018975389368 }, { "x": 58, "y": 0.012415816 }, { "x": 59, "y": 0.0125288150481711 }, { "x": 60, "y": 0.0126409174349462 }, { "x": 61, "y": 0.0127521450669359 }, { "x": 62, "y": 0.0128625189451831 }, { "x": 63, "y": 0.0129720592371385 }, { "x": 64, "y": 0.0130807853224102 }, { "x": 65, "y": 0.0131887158353291 }, { "x": 66, "y": 0.013295869 }, { "x": 67, "y": 0.0134022611902627 }, { "x": 68, "y": 0.01350791 }, { "x": 69, "y": 0.013612830912506 }, { "x": 70, "y": 0.01371704 }, { "x": 71, "y": 0.0138205509657097 }, { "x": 72, "y": 0.0139233793252877 }, { "x": 73, "y": 0.0140255386037999 }, { "x": 74, "y": 0.014127042 }, { "x": 75, "y": 0.0142279031940667 }, { "x": 76, "y": 0.014328134 }, { "x": 77, "y": 0.0144277469427011 }, { "x": 78, "y": 0.0145267536421891 }, { "x": 79, "y": 0.0146251655365634 }, { "x": 80, "y": 0.0147229936614496 }, { "x": 81, "y": 0.014820249 }, { "x": 82, "y": 0.0149169410610204 }, { "x": 83, "y": 0.015013081 }, { "x": 84, "y": 0.0151086775866717 }, { "x": 85, "y": 0.0152037409990037 }, { "x": 86, "y": 0.01529828 }, { "x": 87, "y": 0.0153923041327522 }, { "x": 88, "y": 0.015485821 }, { "x": 89, "y": 0.015578841 }, { "x": 90, "y": 0.0156713699139279 }, { "x": 91, "y": 0.015763417 }, { "x": 92, "y": 0.0158549902940698 }, { "x": 93, "y": 0.0159460967490868 }, { "x": 94, "y": 0.0160367439242252 }, { "x": 95, "y": 0.016126939 }, { "x": 96, "y": 0.0162166889078365 }, { "x": 97, "y": 0.016306 }, { "x": 98, "y": 0.0163948803724255 }, { "x": 99, "y": 0.0164833350007287 }, { "x": 100, "y": 0.0165713706793825 }, { "x": 101, "y": 0.0166589935527018 }, { "x": 102, "y": 0.01674621 }, { "x": 103, "y": 0.0168330247160885 }, { "x": 104, "y": 0.0169194445653223 }, { "x": 105, "y": 0.017005474737083 }, { "x": 106, "y": 0.0170911206748283 }, { "x": 107, "y": 0.0171763876954489 }, { "x": 108, "y": 0.017261280993364 }, { "x": 109, "y": 0.0173458056444477 }, { "x": 110, "y": 0.0174299666097953 }, { "x": 111, "y": 0.0175137687393364 }, { "x": 112, "y": 0.0175972167753027 }, { "x": 113, "y": 0.0176803153555582 }, { "x": 114, "y": 0.017763069 }, { "x": 115, "y": 0.017845482 }, { "x": 116, "y": 0.017927559 }, { "x": 117, "y": 0.0180093043995278 }, { "x": 118, "y": 0.0180907218333558 }, { "x": 119, "y": 0.018171816 }, { "x": 120, "y": 0.01825259 } ] }, { "id": 1353, "curve_id": "L19.4", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: welded steel, joint type: arc welded single lap", "source_type": "Project Report", "source_abbrev": "Eidinger (1984)", "source_detail": "Eidinger, J. M.: Water-distribution, in: U.S. Geological Survey Professional Paper, Nummer 1552, edited by: Schiff, A. J. and Holzer, T. L., U.S. Government Printing Office, Washington, DC, 63–78, 1984.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 18.024233819661468, "sigma": 4.9999198831979514, "method": "Curve fitting", "mu_sigma_quality": 0.98306475281564831, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=18.024, σ=5.000, R²=0.983; Mu/sigma can be used for reconstruction (quality: 0.983); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Mexico", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.00030928 }, { "x": 2, "y": 0.000446578 }, { "x": 3, "y": 0.000553638 }, { "x": 4, "y": 0.000644827 }, { "x": 5, "y": 0.000725781 }, { "x": 6, "y": 0.000799414 }, { "x": 7, "y": 0.000867468 }, { "x": 8, "y": 0.000931085 }, { "x": 9, "y": 0.000991061 }, { "x": 10, "y": 0.001047977 }, { "x": 11, "y": 0.001102275 }, { "x": 12, "y": 0.001154297 }, { "x": 13, "y": 0.001204319 }, { "x": 14, "y": 0.001252563 }, { "x": 15, "y": 0.001299212 }, { "x": 16, "y": 0.001344421 }, { "x": 17, "y": 0.00138832 }, { "x": 18, "y": 0.001431021 }, { "x": 19, "y": 0.001472621 }, { "x": 20, "y": 0.001513204 }, { "x": 21, "y": 0.001552844 }, { "x": 22, "y": 0.001591606 }, { "x": 23, "y": 0.001629549 }, { "x": 24, "y": 0.001666724 }, { "x": 25, "y": 0.001703177 }, { "x": 26, "y": 0.001738952 }, { "x": 27, "y": 0.001774085 }, { "x": 28, "y": 0.001808612 }, { "x": 29, "y": 0.001842564 }, { "x": 30, "y": 0.00187597 }, { "x": 31, "y": 0.001908857 }, { "x": 32, "y": 0.001941249 }, { "x": 33, "y": 0.001973168 }, { "x": 34, "y": 0.002004636 }, { "x": 35, "y": 0.002035672 }, { "x": 36, "y": 0.002066293 }, { "x": 37, "y": 0.002096518 }, { "x": 38, "y": 0.002126361 }, { "x": 39, "y": 0.002155837 }, { "x": 40, "y": 0.00218496 }, { "x": 41, "y": 0.002213742 }, { "x": 42, "y": 0.002242197 }, { "x": 43, "y": 0.002270335 }, { "x": 44, "y": 0.002298167 }, { "x": 45, "y": 0.002325703 }, { "x": 46, "y": 0.002352953 }, { "x": 47, "y": 0.002379926 }, { "x": 48, "y": 0.002406631 }, { "x": 49, "y": 0.002433075 }, { "x": 50, "y": 0.002459267 }, { "x": 51, "y": 0.002485214 }, { "x": 52, "y": 0.002510923 }, { "x": 53, "y": 0.002536401 }, { "x": 54, "y": 0.002561653 }, { "x": 55, "y": 0.002586687 }, { "x": 56, "y": 0.002611508 }, { "x": 57, "y": 0.002636121 }, { "x": 58, "y": 0.002660532 }, { "x": 59, "y": 0.002684746 }, { "x": 60, "y": 0.002708768 }, { "x": 61, "y": 0.002732603 }, { "x": 62, "y": 0.002756254 }, { "x": 63, "y": 0.002779727 }, { "x": 64, "y": 0.002803025 }, { "x": 65, "y": 0.002826153 }, { "x": 66, "y": 0.002849115 }, { "x": 67, "y": 0.002871913 }, { "x": 68, "y": 0.002894552 }, { "x": 69, "y": 0.002917035 }, { "x": 70, "y": 0.002939366 }, { "x": 71, "y": 0.002961547 }, { "x": 72, "y": 0.002983581 }, { "x": 73, "y": 0.003005473 }, { "x": 74, "y": 0.003027223 }, { "x": 75, "y": 0.003048836 }, { "x": 76, "y": 0.003070314 }, { "x": 77, "y": 0.00309166 }, { "x": 78, "y": 0.003112876 }, { "x": 79, "y": 0.003133964 }, { "x": 80, "y": 0.003154927 }, { "x": 81, "y": 0.003175768 }, { "x": 82, "y": 0.003196487 }, { "x": 83, "y": 0.003217089 }, { "x": 84, "y": 0.003237574 }, { "x": 85, "y": 0.003257944 }, { "x": 86, "y": 0.003278203 }, { "x": 87, "y": 0.003298351 }, { "x": 88, "y": 0.00331839 }, { "x": 89, "y": 0.003338323 }, { "x": 90, "y": 0.003358151 }, { "x": 91, "y": 0.003377875 }, { "x": 92, "y": 0.003397498 }, { "x": 93, "y": 0.003417021 }, { "x": 94, "y": 0.003436445 }, { "x": 95, "y": 0.003455773 }, { "x": 96, "y": 0.003475005 }, { "x": 97, "y": 0.003494143 }, { "x": 98, "y": 0.003513189 }, { "x": 99, "y": 0.003532143 }, { "x": 100, "y": 0.003551008 }, { "x": 101, "y": 0.003569784 }, { "x": 102, "y": 0.003588473 }, { "x": 103, "y": 0.003607077 }, { "x": 104, "y": 0.003625595 }, { "x": 105, "y": 0.00364403 }, { "x": 106, "y": 0.003662383 }, { "x": 107, "y": 0.003680655 }, { "x": 108, "y": 0.003698846 }, { "x": 109, "y": 0.003716958 }, { "x": 110, "y": 0.003734993 }, { "x": 111, "y": 0.00375295 }, { "x": 112, "y": 0.003770832 }, { "x": 113, "y": 0.003788639 }, { "x": 114, "y": 0.003806372 }, { "x": 115, "y": 0.003824032 }, { "x": 116, "y": 0.00384162 }, { "x": 117, "y": 0.003859137 }, { "x": 118, "y": 0.003876583 }, { "x": 119, "y": 0.00389396 }, { "x": 120, "y": 0.003911269 } ] }, { "id": 1354, "curve_id": "L19.5", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: welded steel, joint type: rubber gasket", "source_type": "Project Report", "source_abbrev": "Eidinger (1984)", "source_detail": "Eidinger, J. M.: Water-distribution, in: U.S. Geological Survey Professional Paper, Nummer 1552, edited by: Schiff, A. J. and Holzer, T. L., U.S. Government Printing Office, Washington, DC, 63–78, 1984.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 15.189968472870977, "sigma": 4.9660066204005773, "method": "Curve fitting", "mu_sigma_quality": 0.99942129448045247, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=15.190, σ=4.966, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E + O)", "geography": "USA, Mexico", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001443306 }, { "x": 2, "y": 0.002084032 }, { "x": 3, "y": 0.002583644 }, { "x": 4, "y": 0.003009194 }, { "x": 5, "y": 0.003386979 }, { "x": 6, "y": 0.003730599 }, { "x": 7, "y": 0.004048185 }, { "x": 8, "y": 0.004345063 }, { "x": 9, "y": 0.004624949 }, { "x": 10, "y": 0.004890558 }, { "x": 11, "y": 0.005143948 }, { "x": 12, "y": 0.005386721 }, { "x": 13, "y": 0.005620156 }, { "x": 14, "y": 0.005845293 }, { "x": 15, "y": 0.006062989 }, { "x": 16, "y": 0.006273964 }, { "x": 17, "y": 0.006478827 }, { "x": 18, "y": 0.006678099 }, { "x": 19, "y": 0.006872232 }, { "x": 20, "y": 0.00706162 }, { "x": 21, "y": 0.007246606 }, { "x": 22, "y": 0.007427496 }, { "x": 23, "y": 0.007604562 }, { "x": 24, "y": 0.007778044 }, { "x": 25, "y": 0.007948161 }, { "x": 26, "y": 0.008115108 }, { "x": 27, "y": 0.008279064 }, { "x": 28, "y": 0.008440189 }, { "x": 29, "y": 0.008598632 }, { "x": 30, "y": 0.008754527 }, { "x": 31, "y": 0.008907998 }, { "x": 32, "y": 0.00905916 }, { "x": 33, "y": 0.009208117 }, { "x": 34, "y": 0.009354967 }, { "x": 35, "y": 0.009499801 }, { "x": 36, "y": 0.009642702 }, { "x": 37, "y": 0.00978375 }, { "x": 38, "y": 0.009923017 }, { "x": 39, "y": 0.0100605720053555 }, { "x": 40, "y": 0.0101964789597055 }, { "x": 41, "y": 0.010330798149436 }, { "x": 42, "y": 0.010463586 }, { "x": 43, "y": 0.0105948963769891 }, { "x": 44, "y": 0.0107247789723432 }, { "x": 45, "y": 0.010853281 }, { "x": 46, "y": 0.0109804485865614 }, { "x": 47, "y": 0.0111063229235573 }, { "x": 48, "y": 0.011230945 }, { "x": 49, "y": 0.0113543520161962 }, { "x": 50, "y": 0.0114765812137942 }, { "x": 51, "y": 0.0115976667464103 }, { "x": 52, "y": 0.0117176414313029 }, { "x": 53, "y": 0.0118365365336655 }, { "x": 54, "y": 0.0119543818678158 }, { "x": 55, "y": 0.0120712058900424 }, { "x": 56, "y": 0.0121870357839361 }, { "x": 57, "y": 0.0123018975389368 }, { "x": 58, "y": 0.012415816 }, { "x": 59, "y": 0.0125288150481711 }, { "x": 60, "y": 0.0126409174349462 }, { "x": 61, "y": 0.0127521450669359 }, { "x": 62, "y": 0.0128625189451831 }, { "x": 63, "y": 0.0129720592371385 }, { "x": 64, "y": 0.0130807853224102 }, { "x": 65, "y": 0.0131887158353291 }, { "x": 66, "y": 0.013295869 }, { "x": 67, "y": 0.0134022611902627 }, { "x": 68, "y": 0.01350791 }, { "x": 69, "y": 0.013612830912506 }, { "x": 70, "y": 0.01371704 }, { "x": 71, "y": 0.0138205509657097 }, { "x": 72, "y": 0.0139233793252877 }, { "x": 73, "y": 0.0140255386037999 }, { "x": 74, "y": 0.014127042 }, { "x": 75, "y": 0.0142279031940667 }, { "x": 76, "y": 0.014328134 }, { "x": 77, "y": 0.0144277469427011 }, { "x": 78, "y": 0.0145267536421891 }, { "x": 79, "y": 0.0146251655365634 }, { "x": 80, "y": 0.0147229936614496 }, { "x": 81, "y": 0.014820249 }, { "x": 82, "y": 0.0149169410610204 }, { "x": 83, "y": 0.015013081 }, { "x": 84, "y": 0.0151086775866717 }, { "x": 85, "y": 0.0152037409990037 }, { "x": 86, "y": 0.01529828 }, { "x": 87, "y": 0.0153923041327522 }, { "x": 88, "y": 0.015485821 }, { "x": 89, "y": 0.015578841 }, { "x": 90, "y": 0.0156713699139279 }, { "x": 91, "y": 0.015763417 }, { "x": 92, "y": 0.0158549902940698 }, { "x": 93, "y": 0.0159460967490868 }, { "x": 94, "y": 0.0160367439242252 }, { "x": 95, "y": 0.016126939 }, { "x": 96, "y": 0.0162166889078365 }, { "x": 97, "y": 0.016306 }, { "x": 98, "y": 0.0163948803724255 }, { "x": 99, "y": 0.0164833350007287 }, { "x": 100, "y": 0.0165713706793825 }, { "x": 101, "y": 0.0166589935527018 }, { "x": 102, "y": 0.01674621 }, { "x": 103, "y": 0.0168330247160885 }, { "x": 104, "y": 0.0169194445653223 }, { "x": 105, "y": 0.017005474737083 }, { "x": 106, "y": 0.0170911206748283 }, { "x": 107, "y": 0.0171763876954489 }, { "x": 108, "y": 0.017261280993364 }, { "x": 109, "y": 0.0173458056444477 }, { "x": 110, "y": 0.0174299666097953 }, { "x": 111, "y": 0.0175137687393364 }, { "x": 112, "y": 0.0175972167753027 }, { "x": 113, "y": 0.0176803153555582 }, { "x": 114, "y": 0.017763069 }, { "x": 115, "y": 0.017845482 }, { "x": 116, "y": 0.017927559 }, { "x": 117, "y": 0.0180093043995278 }, { "x": 118, "y": 0.0180907218333558 }, { "x": 119, "y": 0.018171816 }, { "x": 120, "y": 0.01825259 } ] }, { "id": 1355, "curve_id": "L19.6", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: abestos cement, joint type: rubber gasket", "source_type": "Project Report", "source_abbrev": "Eidinger (1984)", "source_detail": "Eidinger, J. M.: Water-distribution, in: U.S. Geological Survey Professional Paper, Nummer 1552, edited by: Schiff, A. J. and Holzer, T. L., U.S. Government Printing Office, Washington, DC, 63–78, 1984.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 14.744587518543529, "sigma": 4.8808967757805783, "method": "Curve fitting", "mu_sigma_quality": 0.99938354442028532, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=14.745, σ=4.881, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Mexico", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001649493 }, { "x": 2, "y": 0.002381751 }, { "x": 3, "y": 0.002952736 }, { "x": 4, "y": 0.003439079 }, { "x": 5, "y": 0.003870833 }, { "x": 6, "y": 0.004263542 }, { "x": 7, "y": 0.004626498 }, { "x": 8, "y": 0.004965787 }, { "x": 9, "y": 0.005285656 }, { "x": 10, "y": 0.005589209 }, { "x": 11, "y": 0.005878798 }, { "x": 12, "y": 0.006156253 }, { "x": 13, "y": 0.006423036 }, { "x": 14, "y": 0.006680335 }, { "x": 15, "y": 0.006929131 }, { "x": 16, "y": 0.007170245 }, { "x": 17, "y": 0.007404373 }, { "x": 18, "y": 0.007632113 }, { "x": 19, "y": 0.00785398 }, { "x": 20, "y": 0.008070423 }, { "x": 21, "y": 0.008281836 }, { "x": 22, "y": 0.008488567 }, { "x": 23, "y": 0.008690928 }, { "x": 24, "y": 0.008889193 }, { "x": 25, "y": 0.009083612 }, { "x": 26, "y": 0.009274409 }, { "x": 27, "y": 0.009461787 }, { "x": 28, "y": 0.009645931 }, { "x": 29, "y": 0.009827008 }, { "x": 30, "y": 0.010005174 }, { "x": 31, "y": 0.0101805695855596 }, { "x": 32, "y": 0.010353325485941 }, { "x": 33, "y": 0.010523562 }, { "x": 34, "y": 0.010691391 }, { "x": 35, "y": 0.010856915119762 }, { "x": 36, "y": 0.0110202311608891 }, { "x": 37, "y": 0.0111814285440368 }, { "x": 38, "y": 0.0113405909310664 }, { "x": 39, "y": 0.0114977965775491 }, { "x": 40, "y": 0.011653118811092 }, { "x": 41, "y": 0.0118066264564983 }, { "x": 42, "y": 0.011958384 }, { "x": 43, "y": 0.012108453 }, { "x": 44, "y": 0.0122568902541066 }, { "x": 45, "y": 0.012403750197743 }, { "x": 46, "y": 0.0125490840989274 }, { "x": 47, "y": 0.0126929404840655 }, { "x": 48, "y": 0.0128353653415164 }, { "x": 49, "y": 0.0129764023042243 }, { "x": 50, "y": 0.013116093 }, { "x": 51, "y": 0.0132544762816118 }, { "x": 52, "y": 0.0133915902072034 }, { "x": 53, "y": 0.0135274703241892 }, { "x": 54, "y": 0.0136621507060752 }, { "x": 55, "y": 0.0137956638743341 }, { "x": 56, "y": 0.0139280408959269 }, { "x": 57, "y": 0.014059311 }, { "x": 58, "y": 0.0141895040259937 }, { "x": 59, "y": 0.0143186457693384 }, { "x": 60, "y": 0.0144467627827957 }, { "x": 61, "y": 0.0145738800764982 }, { "x": 62, "y": 0.0147000216516378 }, { "x": 63, "y": 0.0148252105567298 }, { "x": 64, "y": 0.0149494689398974 }, { "x": 65, "y": 0.015072818097519 }, { "x": 66, "y": 0.0151952785195404 }, { "x": 67, "y": 0.0153168699317288 }, { "x": 68, "y": 0.015437611 }, { "x": 69, "y": 0.015557521042864 }, { "x": 70, "y": 0.015676616714734 }, { "x": 71, "y": 0.0157949153893825 }, { "x": 72, "y": 0.015912434 }, { "x": 73, "y": 0.016029187 }, { "x": 74, "y": 0.016145191 }, { "x": 75, "y": 0.016260461 }, { "x": 76, "y": 0.01637501 }, { "x": 77, "y": 0.0164888536488012 }, { "x": 78, "y": 0.016602004 }, { "x": 79, "y": 0.0167144748989296 }, { "x": 80, "y": 0.0168262784702281 }, { "x": 81, "y": 0.016937427 }, { "x": 82, "y": 0.0170479326411662 }, { "x": 83, "y": 0.0171578065891079 }, { "x": 84, "y": 0.0172670600990533 }, { "x": 85, "y": 0.0173757039988614 }, { "x": 86, "y": 0.0174837488025944 }, { "x": 87, "y": 0.0175912047231454 }, { "x": 88, "y": 0.0176980816842197 }, { "x": 89, "y": 0.0178043893317076 }, { "x": 90, "y": 0.017910137 }, { "x": 91, "y": 0.0180153339447022 }, { "x": 92, "y": 0.0181199889075084 }, { "x": 93, "y": 0.0182241105703849 }, { "x": 94, "y": 0.0183277073419717 }, { "x": 95, "y": 0.0184307874104977 }, { "x": 96, "y": 0.0185333587518131 }, { "x": 97, "y": 0.0186354291370473 }, { "x": 98, "y": 0.018737006 }, { "x": 99, "y": 0.01883809714369 }, { "x": 100, "y": 0.018938709 }, { "x": 101, "y": 0.0190388497745164 }, { "x": 102, "y": 0.0191385252743798 }, { "x": 103, "y": 0.0192377425326726 }, { "x": 104, "y": 0.019336508 }, { "x": 105, "y": 0.019434828270952 }, { "x": 106, "y": 0.019532709 }, { "x": 107, "y": 0.019630157 }, { "x": 108, "y": 0.019727178 }, { "x": 109, "y": 0.019823778 }, { "x": 110, "y": 0.0199199618397661 }, { "x": 111, "y": 0.0200157357020987 }, { "x": 112, "y": 0.020111105 }, { "x": 113, "y": 0.0202060746920665 }, { "x": 114, "y": 0.0203006503049111 }, { "x": 115, "y": 0.0203948367972778 }, { "x": 116, "y": 0.0204886391331164 }, { "x": 117, "y": 0.020582062 }, { "x": 118, "y": 0.020675111 }, { "x": 119, "y": 0.0207677892772627 }, { "x": 120, "y": 0.0208601025628665 } ] }, { "id": 1356, "curve_id": "L19.7", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: abestos cement, joint type: cement", "source_type": "Project Report", "source_abbrev": "Eidinger (1984)", "source_detail": "Eidinger, J. M.: Water-distribution, in: U.S. Geological Survey Professional Paper, Nummer 1552, edited by: Schiff, A. J. and Holzer, T. L., U.S. Government Printing Office, Washington, DC, 63–78, 1984.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 13.997391335760945, "sigma": 4.7327990154867479, "method": "Curve fitting", "mu_sigma_quality": 0.9993116449973326, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=13.997, σ=4.733, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "USA, Mexico", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.002061866 }, { "x": 2, "y": 0.002977188 }, { "x": 3, "y": 0.00369092 }, { "x": 4, "y": 0.004298849 }, { "x": 5, "y": 0.004838542 }, { "x": 6, "y": 0.005329427 }, { "x": 7, "y": 0.005783122 }, { "x": 8, "y": 0.006207234 }, { "x": 9, "y": 0.00660707 }, { "x": 10, "y": 0.006986512 }, { "x": 11, "y": 0.007348497 }, { "x": 12, "y": 0.007695316 }, { "x": 13, "y": 0.008028795 }, { "x": 14, "y": 0.008350419 }, { "x": 15, "y": 0.008661413 }, { "x": 16, "y": 0.008962806 }, { "x": 17, "y": 0.009255467 }, { "x": 18, "y": 0.009540142 }, { "x": 19, "y": 0.009817475 }, { "x": 20, "y": 0.0100880282489156 }, { "x": 21, "y": 0.0103522944995342 }, { "x": 22, "y": 0.0106107092128497 }, { "x": 23, "y": 0.0108636595009653 }, { "x": 24, "y": 0.0111114912882482 }, { "x": 25, "y": 0.0113545152148359 }, { "x": 26, "y": 0.0115930114931618 }, { "x": 27, "y": 0.0118272339360894 }, { "x": 28, "y": 0.0120574133232404 }, { "x": 29, "y": 0.0122837602338762 }, { "x": 30, "y": 0.0125064674462518 }, { "x": 31, "y": 0.012725712 }, { "x": 32, "y": 0.0129416568574263 }, { "x": 33, "y": 0.0131544525924987 }, { "x": 34, "y": 0.0133642385158045 }, { "x": 35, "y": 0.0135711438997025 }, { "x": 36, "y": 0.0137752889511114 }, { "x": 37, "y": 0.013976785680046 }, { "x": 38, "y": 0.014175738663833 }, { "x": 39, "y": 0.0143722457219364 }, { "x": 40, "y": 0.014566398513865 }, { "x": 41, "y": 0.0147582830706229 }, { "x": 42, "y": 0.0149479802685244 }, { "x": 43, "y": 0.0151355662528416 }, { "x": 44, "y": 0.0153211128176332 }, { "x": 45, "y": 0.0155046877471788 }, { "x": 46, "y": 0.015686355 }, { "x": 47, "y": 0.0158661756050819 }, { "x": 48, "y": 0.0160442066768955 }, { "x": 49, "y": 0.0162205028802804 }, { "x": 50, "y": 0.016395116019706 }, { "x": 51, "y": 0.0165680953520148 }, { "x": 52, "y": 0.0167394877590042 }, { "x": 53, "y": 0.0169093379052365 }, { "x": 54, "y": 0.017077688382594 }, { "x": 55, "y": 0.01724458 }, { "x": 56, "y": 0.017410051 }, { "x": 57, "y": 0.017574139 }, { "x": 58, "y": 0.0177368800324922 }, { "x": 59, "y": 0.017898307211673 }, { "x": 60, "y": 0.0180584534784946 }, { "x": 61, "y": 0.0182173500956227 }, { "x": 62, "y": 0.018375027 }, { "x": 63, "y": 0.0185315131959122 }, { "x": 64, "y": 0.0186868361748717 }, { "x": 65, "y": 0.0188410226218988 }, { "x": 66, "y": 0.018994098 }, { "x": 67, "y": 0.019146087414661 }, { "x": 68, "y": 0.0192970141688963 }, { "x": 69, "y": 0.01944690130358 }, { "x": 70, "y": 0.0195957708934175 }, { "x": 71, "y": 0.019743644 }, { "x": 72, "y": 0.0198905418932682 }, { "x": 73, "y": 0.0200364837197141 }, { "x": 74, "y": 0.0201814889029792 }, { "x": 75, "y": 0.0203255759915239 }, { "x": 76, "y": 0.0204687629248055 }, { "x": 77, "y": 0.020611067 }, { "x": 78, "y": 0.020752505 }, { "x": 79, "y": 0.020893094 }, { "x": 80, "y": 0.021032848 }, { "x": 81, "y": 0.021171783875318 }, { "x": 82, "y": 0.021309916 }, { "x": 83, "y": 0.021447258 }, { "x": 84, "y": 0.021583825 }, { "x": 85, "y": 0.02171963 }, { "x": 86, "y": 0.021854686 }, { "x": 87, "y": 0.0219890059039318 }, { "x": 88, "y": 0.0221226021052746 }, { "x": 89, "y": 0.0222554866646345 }, { "x": 90, "y": 0.0223876713056114 }, { "x": 91, "y": 0.0225191674308777 }, { "x": 92, "y": 0.0226499861343855 }, { "x": 93, "y": 0.022780138 }, { "x": 94, "y": 0.0229096341774646 }, { "x": 95, "y": 0.0230384842631221 }, { "x": 96, "y": 0.0231666984397664 }, { "x": 97, "y": 0.023294286 }, { "x": 98, "y": 0.023421258 }, { "x": 99, "y": 0.0235476214296125 }, { "x": 100, "y": 0.0236733866848321 }, { "x": 101, "y": 0.0237985622181455 }, { "x": 102, "y": 0.0239231565929748 }, { "x": 103, "y": 0.0240471781658407 }, { "x": 104, "y": 0.0241706350933176 }, { "x": 105, "y": 0.02429353533869 }, { "x": 106, "y": 0.0244158866783262 }, { "x": 107, "y": 0.024537697 }, { "x": 108, "y": 0.0246589728476628 }, { "x": 109, "y": 0.024779722349211 }, { "x": 110, "y": 0.024899952 }, { "x": 111, "y": 0.02501967 }, { "x": 112, "y": 0.0251388811075753 }, { "x": 113, "y": 0.0252575933650831 }, { "x": 114, "y": 0.025375813 }, { "x": 115, "y": 0.0254935459965972 }, { "x": 116, "y": 0.025610799 }, { "x": 117, "y": 0.0257275777136112 }, { "x": 118, "y": 0.025843888 }, { "x": 119, "y": 0.0259597365965783 }, { "x": 120, "y": 0.0260751282035832 } ] }, { "id": 1357, "curve_id": "L19.8", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: concrete, joint type: welded", "source_type": "Project Report", "source_abbrev": "Eidinger (1984)", "source_detail": "Eidinger, J. M.: Water-distribution, in: U.S. Geological Survey Professional Paper, Nummer 1552, edited by: Schiff, A. J. and Holzer, T. L., U.S. Government Printing Office, Washington, DC, 63–78, 1984.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 14.744587518543529, "sigma": 4.8808967757805783, "method": "Curve fitting", "mu_sigma_quality": 0.99938354442028532, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=14.745, σ=4.881, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E + O)", "geography": "USA, Mexico", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.001649493 }, { "x": 2, "y": 0.002381751 }, { "x": 3, "y": 0.002952736 }, { "x": 4, "y": 0.003439079 }, { "x": 5, "y": 0.003870833 }, { "x": 6, "y": 0.004263542 }, { "x": 7, "y": 0.004626498 }, { "x": 8, "y": 0.004965787 }, { "x": 9, "y": 0.005285656 }, { "x": 10, "y": 0.005589209 }, { "x": 11, "y": 0.005878798 }, { "x": 12, "y": 0.006156253 }, { "x": 13, "y": 0.006423036 }, { "x": 14, "y": 0.006680335 }, { "x": 15, "y": 0.006929131 }, { "x": 16, "y": 0.007170245 }, { "x": 17, "y": 0.007404373 }, { "x": 18, "y": 0.007632113 }, { "x": 19, "y": 0.00785398 }, { "x": 20, "y": 0.008070423 }, { "x": 21, "y": 0.008281836 }, { "x": 22, "y": 0.008488567 }, { "x": 23, "y": 0.008690928 }, { "x": 24, "y": 0.008889193 }, { "x": 25, "y": 0.009083612 }, { "x": 26, "y": 0.009274409 }, { "x": 27, "y": 0.009461787 }, { "x": 28, "y": 0.009645931 }, { "x": 29, "y": 0.009827008 }, { "x": 30, "y": 0.010005174 }, { "x": 31, "y": 0.0101805695855596 }, { "x": 32, "y": 0.010353325485941 }, { "x": 33, "y": 0.010523562 }, { "x": 34, "y": 0.010691391 }, { "x": 35, "y": 0.010856915119762 }, { "x": 36, "y": 0.0110202311608891 }, { "x": 37, "y": 0.0111814285440368 }, { "x": 38, "y": 0.0113405909310664 }, { "x": 39, "y": 0.0114977965775491 }, { "x": 40, "y": 0.011653118811092 }, { "x": 41, "y": 0.0118066264564983 }, { "x": 42, "y": 0.011958384 }, { "x": 43, "y": 0.012108453 }, { "x": 44, "y": 0.0122568902541066 }, { "x": 45, "y": 0.012403750197743 }, { "x": 46, "y": 0.0125490840989274 }, { "x": 47, "y": 0.0126929404840655 }, { "x": 48, "y": 0.0128353653415164 }, { "x": 49, "y": 0.0129764023042243 }, { "x": 50, "y": 0.013116093 }, { "x": 51, "y": 0.0132544762816118 }, { "x": 52, "y": 0.0133915902072034 }, { "x": 53, "y": 0.0135274703241892 }, { "x": 54, "y": 0.0136621507060752 }, { "x": 55, "y": 0.0137956638743341 }, { "x": 56, "y": 0.0139280408959269 }, { "x": 57, "y": 0.014059311 }, { "x": 58, "y": 0.0141895040259937 }, { "x": 59, "y": 0.0143186457693384 }, { "x": 60, "y": 0.0144467627827957 }, { "x": 61, "y": 0.0145738800764982 }, { "x": 62, "y": 0.0147000216516378 }, { "x": 63, "y": 0.0148252105567298 }, { "x": 64, "y": 0.0149494689398974 }, { "x": 65, "y": 0.015072818097519 }, { "x": 66, "y": 0.0151952785195404 }, { "x": 67, "y": 0.0153168699317288 }, { "x": 68, "y": 0.015437611 }, { "x": 69, "y": 0.015557521042864 }, { "x": 70, "y": 0.015676616714734 }, { "x": 71, "y": 0.0157949153893825 }, { "x": 72, "y": 0.015912434 }, { "x": 73, "y": 0.016029187 }, { "x": 74, "y": 0.016145191 }, { "x": 75, "y": 0.016260461 }, { "x": 76, "y": 0.01637501 }, { "x": 77, "y": 0.0164888536488012 }, { "x": 78, "y": 0.016602004 }, { "x": 79, "y": 0.0167144748989296 }, { "x": 80, "y": 0.0168262784702281 }, { "x": 81, "y": 0.016937427 }, { "x": 82, "y": 0.0170479326411662 }, { "x": 83, "y": 0.0171578065891079 }, { "x": 84, "y": 0.0172670600990533 }, { "x": 85, "y": 0.0173757039988614 }, { "x": 86, "y": 0.0174837488025944 }, { "x": 87, "y": 0.0175912047231454 }, { "x": 88, "y": 0.0176980816842197 }, { "x": 89, "y": 0.0178043893317076 }, { "x": 90, "y": 0.017910137 }, { "x": 91, "y": 0.0180153339447022 }, { "x": 92, "y": 0.0181199889075084 }, { "x": 93, "y": 0.0182241105703849 }, { "x": 94, "y": 0.0183277073419717 }, { "x": 95, "y": 0.0184307874104977 }, { "x": 96, "y": 0.0185333587518131 }, { "x": 97, "y": 0.0186354291370473 }, { "x": 98, "y": 0.018737006 }, { "x": 99, "y": 0.01883809714369 }, { "x": 100, "y": 0.018938709 }, { "x": 101, "y": 0.0190388497745164 }, { "x": 102, "y": 0.0191385252743798 }, { "x": 103, "y": 0.0192377425326726 }, { "x": 104, "y": 0.019336508 }, { "x": 105, "y": 0.019434828270952 }, { "x": 106, "y": 0.019532709 }, { "x": 107, "y": 0.019630157 }, { "x": 108, "y": 0.019727178 }, { "x": 109, "y": 0.019823778 }, { "x": 110, "y": 0.0199199618397661 }, { "x": 111, "y": 0.0200157357020987 }, { "x": 112, "y": 0.020111105 }, { "x": 113, "y": 0.0202060746920665 }, { "x": 114, "y": 0.0203006503049111 }, { "x": 115, "y": 0.0203948367972778 }, { "x": 116, "y": 0.0204886391331164 }, { "x": 117, "y": 0.020582062 }, { "x": 118, "y": 0.020675111 }, { "x": 119, "y": 0.0207677892772627 }, { "x": 120, "y": 0.0208601025628665 } ] }, { "id": 1358, "curve_id": "L19.9", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Buried pipelines", "ci_detail": "Pipe material: concrete, joint type: cement", "source_type": "Project Report", "source_abbrev": "Eidinger (1984)", "source_detail": "Eidinger, J. M.: Water-distribution, in: U.S. Geological Survey Professional Paper, Nummer 1552, edited by: Schiff, A. J. and Holzer, T. L., U.S. Government Printing Office, Washington, DC, 63–78, 1984.", "curve_type": "Vulnerability", "curve_addtl": "Repair Rate", "curve_extent": "", "source_data_type": "formula_available", "mu": 13.997391335760945, "sigma": 4.7327990154867479, "method": "Curve fitting", "mu_sigma_quality": 0.9993116449973326, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=13.997, σ=4.733, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E + O)", "geography": "USA, Mexico", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.002061866 }, { "x": 2, "y": 0.002977188 }, { "x": 3, "y": 0.00369092 }, { "x": 4, "y": 0.004298849 }, { "x": 5, "y": 0.004838542 }, { "x": 6, "y": 0.005329427 }, { "x": 7, "y": 0.005783122 }, { "x": 8, "y": 0.006207234 }, { "x": 9, "y": 0.00660707 }, { "x": 10, "y": 0.006986512 }, { "x": 11, "y": 0.007348497 }, { "x": 12, "y": 0.007695316 }, { "x": 13, "y": 0.008028795 }, { "x": 14, "y": 0.008350419 }, { "x": 15, "y": 0.008661413 }, { "x": 16, "y": 0.008962806 }, { "x": 17, "y": 0.009255467 }, { "x": 18, "y": 0.009540142 }, { "x": 19, "y": 0.009817475 }, { "x": 20, "y": 0.0100880282489156 }, { "x": 21, "y": 0.0103522944995342 }, { "x": 22, "y": 0.0106107092128497 }, { "x": 23, "y": 0.0108636595009653 }, { "x": 24, "y": 0.0111114912882482 }, { "x": 25, "y": 0.0113545152148359 }, { "x": 26, "y": 0.0115930114931618 }, { "x": 27, "y": 0.0118272339360894 }, { "x": 28, "y": 0.0120574133232404 }, { "x": 29, "y": 0.0122837602338762 }, { "x": 30, "y": 0.0125064674462518 }, { "x": 31, "y": 0.012725712 }, { "x": 32, "y": 0.0129416568574263 }, { "x": 33, "y": 0.0131544525924987 }, { "x": 34, "y": 0.0133642385158045 }, { "x": 35, "y": 0.0135711438997025 }, { "x": 36, "y": 0.0137752889511114 }, { "x": 37, "y": 0.013976785680046 }, { "x": 38, "y": 0.014175738663833 }, { "x": 39, "y": 0.0143722457219364 }, { "x": 40, "y": 0.014566398513865 }, { "x": 41, "y": 0.0147582830706229 }, { "x": 42, "y": 0.0149479802685244 }, { "x": 43, "y": 0.0151355662528416 }, { "x": 44, "y": 0.0153211128176332 }, { "x": 45, "y": 0.0155046877471788 }, { "x": 46, "y": 0.015686355 }, { "x": 47, "y": 0.0158661756050819 }, { "x": 48, "y": 0.0160442066768955 }, { "x": 49, "y": 0.0162205028802804 }, { "x": 50, "y": 0.016395116019706 }, { "x": 51, "y": 0.0165680953520148 }, { "x": 52, "y": 0.0167394877590042 }, { "x": 53, "y": 0.0169093379052365 }, { "x": 54, "y": 0.017077688382594 }, { "x": 55, "y": 0.01724458 }, { "x": 56, "y": 0.017410051 }, { "x": 57, "y": 0.017574139 }, { "x": 58, "y": 0.0177368800324922 }, { "x": 59, "y": 0.017898307211673 }, { "x": 60, "y": 0.0180584534784946 }, { "x": 61, "y": 0.0182173500956227 }, { "x": 62, "y": 0.018375027 }, { "x": 63, "y": 0.0185315131959122 }, { "x": 64, "y": 0.0186868361748717 }, { "x": 65, "y": 0.0188410226218988 }, { "x": 66, "y": 0.018994098 }, { "x": 67, "y": 0.019146087414661 }, { "x": 68, "y": 0.0192970141688963 }, { "x": 69, "y": 0.01944690130358 }, { "x": 70, "y": 0.0195957708934175 }, { "x": 71, "y": 0.019743644 }, { "x": 72, "y": 0.0198905418932682 }, { "x": 73, "y": 0.0200364837197141 }, { "x": 74, "y": 0.0201814889029792 }, { "x": 75, "y": 0.0203255759915239 }, { "x": 76, "y": 0.0204687629248055 }, { "x": 77, "y": 0.020611067 }, { "x": 78, "y": 0.020752505 }, { "x": 79, "y": 0.020893094 }, { "x": 80, "y": 0.021032848 }, { "x": 81, "y": 0.021171783875318 }, { "x": 82, "y": 0.021309916 }, { "x": 83, "y": 0.021447258 }, { "x": 84, "y": 0.021583825 }, { "x": 85, "y": 0.02171963 }, { "x": 86, "y": 0.021854686 }, { "x": 87, "y": 0.0219890059039318 }, { "x": 88, "y": 0.0221226021052746 }, { "x": 89, "y": 0.0222554866646345 }, { "x": 90, "y": 0.0223876713056114 }, { "x": 91, "y": 0.0225191674308777 }, { "x": 92, "y": 0.0226499861343855 }, { "x": 93, "y": 0.022780138 }, { "x": 94, "y": 0.0229096341774646 }, { "x": 95, "y": 0.0230384842631221 }, { "x": 96, "y": 0.0231666984397664 }, { "x": 97, "y": 0.023294286 }, { "x": 98, "y": 0.023421258 }, { "x": 99, "y": 0.0235476214296125 }, { "x": 100, "y": 0.0236733866848321 }, { "x": 101, "y": 0.0237985622181455 }, { "x": 102, "y": 0.0239231565929748 }, { "x": 103, "y": 0.0240471781658407 }, { "x": 104, "y": 0.0241706350933176 }, { "x": 105, "y": 0.02429353533869 }, { "x": 106, "y": 0.0244158866783262 }, { "x": 107, "y": 0.024537697 }, { "x": 108, "y": 0.0246589728476628 }, { "x": 109, "y": 0.024779722349211 }, { "x": 110, "y": 0.024899952 }, { "x": 111, "y": 0.02501967 }, { "x": 112, "y": 0.0251388811075753 }, { "x": 113, "y": 0.0252575933650831 }, { "x": 114, "y": 0.025375813 }, { "x": 115, "y": 0.0254935459965972 }, { "x": 116, "y": 0.025610799 }, { "x": 117, "y": 0.0257275777136112 }, { "x": 118, "y": 0.025843888 }, { "x": 119, "y": 0.0259597365965783 }, { "x": 120, "y": 0.0260751282035832 } ] }, { "id": 1359, "curve_id": "L2.1", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Substation ", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 3.2347491750444912, "sigma": 0.49999999999999994, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.235, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 251, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.916E-11 }, { "x": 2, "y": 1.8556038E-07 }, { "x": 3, "y": 9.67449072E-06 }, { "x": 4, "y": 0.0001091199943 }, { "x": 5, "y": 0.00057576318581 }, { "x": 6, "y": 0.0019509884085 }, { "x": 7, "y": 0.00497333113776 }, { "x": 8, "y": 0.01042705761319 }, { "x": 9, "y": 0.01899098778939 }, { "x": 10, "y": 0.03113781701649 }, { "x": 11, "y": 0.04709401960192 }, { "x": 12, "y": 0.06684800240546 }, { "x": 13, "y": 0.09018777125126 }, { "x": 14, "y": 0.11675149624281 }, { "x": 15, "y": 0.14607932215674 }, { "x": 16, "y": 0.17765963070782 }, { "x": 17, "y": 0.21096665786592 }, { "x": 18, "y": 0.24548878132643 }, { "x": 19, "y": 0.28074816288498 }, { "x": 20, "y": 0.31631307303839 }, { "x": 21, "y": 0.35180441320968 }, { "x": 22, "y": 0.38689788446152 }, { "x": 23, "y": 0.42132306276808 }, { "x": 24, "y": 0.45486041044668 }, { "x": 25, "y": 0.48733702607118 }, { "x": 26, "y": 0.51862173307919 }, { "x": 27, "y": 0.5486199386205 }, { "x": 28, "y": 0.57726855963109 }, { "x": 29, "y": 0.60453120951522 }, { "x": 30, "y": 0.63039376149905 }, { "x": 31, "y": 0.65486034872944 }, { "x": 32, "y": 0.6779498219372 }, { "x": 33, "y": 0.69969265900582 }, { "x": 34, "y": 0.72012830382651 }, { "x": 35, "y": 0.73930290178644 }, { "x": 36, "y": 0.75726739411871 }, { "x": 37, "y": 0.77407593161576 }, { "x": 38, "y": 0.78978456873687 }, { "x": 39, "y": 0.80445020109725 }, { "x": 40, "y": 0.81812971211686 }, { "x": 41, "y": 0.83087929781656 }, { "x": 42, "y": 0.84275394209369 }, { "x": 43, "y": 0.85380701810181 }, { "x": 44, "y": 0.86408999448363 }, { "x": 45, "y": 0.87365222809395 }, { "x": 46, "y": 0.88254082746835 }, { "x": 47, "y": 0.89080057363183 }, { "x": 48, "y": 0.89847388690661 }, { "x": 49, "y": 0.90560083018251 }, { "x": 50, "y": 0.91221914067764 }, { "x": 51, "y": 0.91836428356378 }, { "x": 52, "y": 0.92406952198277 }, { "x": 53, "y": 0.92936599896019 }, { "x": 54, "y": 0.93428282755219 }, { "x": 55, "y": 0.93884718626027 }, { "x": 56, "y": 0.94308441733458 }, { "x": 57, "y": 0.94701812607589 }, { "x": 58, "y": 0.95067027965263 }, { "x": 59, "y": 0.95406130428619 }, { "x": 60, "y": 0.95721017993414 }, { "x": 61, "y": 0.96013453182844 }, { "x": 62, "y": 0.96285071840968 }, { "x": 63, "y": 0.96537391534863 }, { "x": 64, "y": 0.96771819546564 }, { "x": 65, "y": 0.96989660445454 }, { "x": 66, "y": 0.97192123239272 }, { "x": 67, "y": 0.97380328107771 }, { "x": 68, "y": 0.97555312727541 }, { "x": 69, "y": 0.97718038199875 }, { "x": 70, "y": 0.97869394595991 }, { "x": 71, "y": 0.98010206135638 }, { "x": 72, "y": 0.98141236016212 }, { "x": 73, "y": 0.98263190910148 }, { "x": 74, "y": 0.98376725148597 }, { "x": 75, "y": 0.98482444609382 }, { "x": 76, "y": 0.98580910326932 }, { "x": 77, "y": 0.98672641841483 }, { "x": 78, "y": 0.98758120304256 }, { "x": 79, "y": 0.98837791354679 }, { "x": 80, "y": 0.98912067784993 }, { "x": 81, "y": 0.98981332006841 }, { "x": 82, "y": 0.99045938333658 }, { "x": 83, "y": 0.99106215091911 }, { "x": 84, "y": 0.99162466573463 }, { "x": 85, "y": 0.99214974840587 }, { "x": 86, "y": 0.99264001394405 }, { "x": 87, "y": 0.99309788716854 }, { "x": 88, "y": 0.99352561695573 }, { "x": 89, "y": 0.9939252894047 }, { "x": 90, "y": 0.99429884000133 }, { "x": 91, "y": 0.99464806485644 }, { "x": 92, "y": 0.99497463108835 }, { "x": 93, "y": 0.9952800864149 }, { "x": 94, "y": 0.99556586801552 }, { "x": 95, "y": 0.99583331071904 }, { "x": 96, "y": 0.9960836545691 }, { "x": 97, "y": 0.99631805181494 }, { "x": 98, "y": 0.99653757337181 }, { "x": 99, "y": 0.99674321479179 }, { "x": 100, "y": 0.9969359017828 }, { "x": 101, "y": 0.99711649531058 }, { "x": 102, "y": 0.99728579631581 }, { "x": 103, "y": 0.997444550076 }, { "x": 104, "y": 0.9975934502395 }, { "x": 105, "y": 0.99773314255695 }, { "x": 106, "y": 0.99786422833333 }, { "x": 107, "y": 0.99798726762215 }, { "x": 108, "y": 0.99810278218156 }, { "x": 109, "y": 0.99821125821063 }, { "x": 110, "y": 0.99831314888259 }, { "x": 111, "y": 0.99840887669066 }, { "x": 112, "y": 0.99849883562061 }, { "x": 113, "y": 0.99858339316338 }, { "x": 114, "y": 0.99866289217988 }, { "x": 115, "y": 0.99873765262918 }, { "x": 116, "y": 0.99880797317045 }, { "x": 117, "y": 0.99887413264815 }, { "x": 118, "y": 0.9989363914694 }, { "x": 119, "y": 0.99899499288143 }, { "x": 120, "y": 0.99905016415684 }, { "x": 121, "y": 0.99910211769347 }, { "x": 122, "y": 0.99915105203515 }, { "x": 123, "y": 0.99919715281952 }, { "x": 124, "y": 0.999240593658 }, { "x": 125, "y": 0.99928153695319 }, { "x": 126, "y": 0.99932013465825 }, { "x": 127, "y": 0.99935652898251 }, { "x": 128, "y": 0.99939085304727 }, { "x": 129, "y": 0.99942323149553 }, { "x": 130, "y": 0.99945378105891 }, { "x": 131, "y": 0.99948261108492 }, { "x": 132, "y": 0.99950982402755 }, { "x": 133, "y": 0.9995355159037 }, { "x": 134, "y": 0.99955977671801 }, { "x": 135, "y": 0.99958269085839 }, { "x": 136, "y": 0.99960433746427 }, { "x": 137, "y": 0.99962479076959 }, { "x": 138, "y": 0.99964412042237 }, { "x": 139, "y": 0.99966239178245 }, { "x": 140, "y": 0.99967966619897 }, { "x": 141, "y": 0.99969600126907 }, { "x": 142, "y": 0.99971145107913 }, { "x": 143, "y": 0.99972606642973 }, { "x": 144, "y": 0.99973989504555 }, { "x": 145, "y": 0.99975298177115 }, { "x": 146, "y": 0.99976536875379 }, { "x": 147, "y": 0.99977709561398 }, { "x": 148, "y": 0.99978819960485 }, { "x": 149, "y": 0.99979871576087 }, { "x": 150, "y": 0.99980867703686 }, { "x": 151, "y": 0.99981811443782 }, { "x": 152, "y": 0.99982705714029 }, { "x": 153, "y": 0.99983553260576 }, { "x": 154, "y": 0.99984356668676 }, { "x": 155, "y": 0.999851183726 }, { "x": 156, "y": 0.99985840664917 }, { "x": 157, "y": 0.9998652570517 }, { "x": 158, "y": 0.99987175527997 }, { "x": 159, "y": 0.99987792050735 }, { "x": 160, "y": 0.99988377080534 }, { "x": 161, "y": 0.99988932321022 }, { "x": 162, "y": 0.99989459378542 }, { "x": 163, "y": 0.99989959768002 }, { "x": 164, "y": 0.9999043491835 }, { "x": 165, "y": 0.99990886177706 }, { "x": 166, "y": 0.99991314818177 }, { "x": 167, "y": 0.99991722040365 }, { "x": 168, "y": 0.99992108977597 }, { "x": 169, "y": 0.99992476699895 }, { "x": 170, "y": 0.99992826217696 }, { "x": 171, "y": 0.99993158485342 }, { "x": 172, "y": 0.99993474404362 }, { "x": 173, "y": 0.99993774826547 }, { "x": 174, "y": 0.99994060556836 }, { "x": 175, "y": 0.99994332356031 }, { "x": 176, "y": 0.99994590943344 }, { "x": 177, "y": 0.99994836998788 }, { "x": 178, "y": 0.9999507116543 }, { "x": 179, "y": 0.999952940515 }, { "x": 180, "y": 0.99995506232379 }, { "x": 181, "y": 0.99995708252468 }, { "x": 182, "y": 0.99995900626942 }, { "x": 183, "y": 0.999960838434 }, { "x": 184, "y": 0.99996258363424 }, { "x": 185, "y": 0.99996424624034 }, { "x": 186, "y": 0.99996583039071 }, { "x": 187, "y": 0.99996734000482 }, { "x": 188, "y": 0.9999687787955 }, { "x": 189, "y": 0.9999701502803 }, { "x": 190, "y": 0.9999714577924 }, { "x": 191, "y": 0.9999727044907 }, { "x": 192, "y": 0.99997389336948 }, { "x": 193, "y": 0.99997502726737 }, { "x": 194, "y": 0.99997610887592 }, { "x": 195, "y": 0.9999771407476 }, { "x": 196, "y": 0.99997812530335 }, { "x": 197, "y": 0.99997906483974 }, { "x": 198, "y": 0.99997996153569 }, { "x": 199, "y": 0.99998081745879 }, { "x": 200, "y": 0.99998163457132 }, { "x": 201, "y": 0.9999824147359 }, { "x": 202, "y": 0.99998315972076 }, { "x": 203, "y": 0.99998387120487 }, { "x": 204, "y": 0.99998455078258 }, { "x": 205, "y": 0.99998519996819 }, { "x": 206, "y": 0.99998582020014 }, { "x": 207, "y": 0.99998641284502 }, { "x": 208, "y": 0.99998697920135 }, { "x": 209, "y": 0.99998752050313 }, { "x": 210, "y": 0.99998803792327 }, { "x": 211, "y": 0.99998853257669 }, { "x": 212, "y": 0.9999890055234 }, { "x": 213, "y": 0.99998945777134 }, { "x": 214, "y": 0.99998989027905 }, { "x": 215, "y": 0.99999030395822 }, { "x": 216, "y": 0.99999069967612 }, { "x": 217, "y": 0.99999107825787 }, { "x": 218, "y": 0.99999144048858 }, { "x": 219, "y": 0.99999178711542 }, { "x": 220, "y": 0.99999211884953 }, { "x": 221, "y": 0.99999243636784 }, { "x": 222, "y": 0.99999274031483 }, { "x": 223, "y": 0.99999303130416 }, { "x": 224, "y": 0.99999330992018 }, { "x": 225, "y": 0.99999357671947 }, { "x": 226, "y": 0.99999383223219 }, { "x": 227, "y": 0.99999407696339 }, { "x": 228, "y": 0.9999943113943 }, { "x": 229, "y": 0.99999453598345 }, { "x": 230, "y": 0.99999475116789 }, { "x": 231, "y": 0.99999495736416 }, { "x": 232, "y": 0.99999515496934 }, { "x": 233, "y": 0.99999534436201 }, { "x": 234, "y": 0.99999552590315 }, { "x": 235, "y": 0.99999569993701 }, { "x": 236, "y": 0.99999586679191 }, { "x": 237, "y": 0.99999602678104 }, { "x": 238, "y": 0.99999618020314 }, { "x": 239, "y": 0.99999632734328 }, { "x": 240, "y": 0.99999646847346 }, { "x": 241, "y": 0.99999660385326 }, { "x": 242, "y": 0.99999673373044 }, { "x": 243, "y": 0.99999685834148 }, { "x": 244, "y": 0.99999697791218 }, { "x": 245, "y": 0.99999709265808 }, { "x": 246, "y": 0.99999720278504 }, { "x": 247, "y": 0.99999730848965 }, { "x": 248, "y": 0.99999740995965 }, { "x": 249, "y": 0.9999975073744 }, { "x": 250, "y": 0.99999760090525 } ] }, { "id": 1360, "curve_id": "L20.1", "sector": "Wastewater", "ci_type": "Others", "ci_desc": "Liftstation", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 3.2347491748621895, "sigma": 0.50000000065576622, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.235, σ=0.500, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 4.91644021072631E-11 }, { "x": 2, "y": 1.85560378582511E-07 }, { "x": 3, "y": 9.6744907191745E-06 }, { "x": 4, "y": 0.00010912 }, { "x": 5, "y": 0.000575763 }, { "x": 6, "y": 0.001950988 }, { "x": 7, "y": 0.004973331 }, { "x": 8, "y": 0.0104270576131918 }, { "x": 9, "y": 0.0189909877893925 }, { "x": 10, "y": 0.0311378170164865 }, { "x": 11, "y": 0.04709402 }, { "x": 12, "y": 0.066848002 }, { "x": 13, "y": 0.090187771 }, { "x": 14, "y": 0.116751496242813 }, { "x": 15, "y": 0.146079322156735 }, { "x": 16, "y": 0.177659630707824 }, { "x": 17, "y": 0.210966657865917 }, { "x": 18, "y": 0.24548878132643 }, { "x": 19, "y": 0.280748162884982 }, { "x": 20, "y": 0.316313073038387 }, { "x": 21, "y": 0.351804413209675 }, { "x": 22, "y": 0.386897884 }, { "x": 23, "y": 0.421323062768082 }, { "x": 24, "y": 0.454860410446684 }, { "x": 25, "y": 0.487337026071182 }, { "x": 26, "y": 0.518621733 }, { "x": 27, "y": 0.548619938620501 }, { "x": 28, "y": 0.577268559631089 }, { "x": 29, "y": 0.604531209515216 }, { "x": 30, "y": 0.630393761499046 }, { "x": 31, "y": 0.654860349 }, { "x": 32, "y": 0.6779498219372 }, { "x": 33, "y": 0.699692659005815 }, { "x": 34, "y": 0.720128303826505 }, { "x": 35, "y": 0.739302901786437 }, { "x": 36, "y": 0.757267394 }, { "x": 37, "y": 0.774075931615755 }, { "x": 38, "y": 0.789784568736866 }, { "x": 39, "y": 0.804450201097252 }, { "x": 40, "y": 0.818129712116861 }, { "x": 41, "y": 0.830879297816558 }, { "x": 42, "y": 0.842753942 }, { "x": 43, "y": 0.853807018 }, { "x": 44, "y": 0.864089994483625 }, { "x": 45, "y": 0.873652228093952 }, { "x": 46, "y": 0.882540827468353 }, { "x": 47, "y": 0.890800573631828 }, { "x": 48, "y": 0.898473886906608 }, { "x": 49, "y": 0.905600830182508 }, { "x": 50, "y": 0.912219141 }, { "x": 51, "y": 0.918364283563777 }, { "x": 52, "y": 0.924069521982773 }, { "x": 53, "y": 0.929365998960191 }, { "x": 54, "y": 0.934282827552192 }, { "x": 55, "y": 0.938847186260267 }, { "x": 56, "y": 0.943084417 }, { "x": 57, "y": 0.947018126075886 }, { "x": 58, "y": 0.950670279652634 }, { "x": 59, "y": 0.954061304286188 }, { "x": 60, "y": 0.957210179934144 }, { "x": 61, "y": 0.960134531828436 }, { "x": 62, "y": 0.962850718 }, { "x": 63, "y": 0.965373915348633 }, { "x": 64, "y": 0.967718195465643 }, { "x": 65, "y": 0.969896604454542 }, { "x": 66, "y": 0.971921232392719 }, { "x": 67, "y": 0.973803281077706 }, { "x": 68, "y": 0.975553127275408 }, { "x": 69, "y": 0.97718038199875 }, { "x": 70, "y": 0.978693945959912 }, { "x": 71, "y": 0.98010206135638 }, { "x": 72, "y": 0.981412360162121 }, { "x": 73, "y": 0.982631909101475 }, { "x": 74, "y": 0.983767251485967 }, { "x": 75, "y": 0.984824446093821 }, { "x": 76, "y": 0.985809103269323 }, { "x": 77, "y": 0.986726418414828 }, { "x": 78, "y": 0.987581203042556 }, { "x": 79, "y": 0.988377913546786 }, { "x": 80, "y": 0.98912067784993 }, { "x": 81, "y": 0.989813320068412 }, { "x": 82, "y": 0.99045938333658 }, { "x": 83, "y": 0.991062151 }, { "x": 84, "y": 0.991624665734633 }, { "x": 85, "y": 0.992149748405869 }, { "x": 86, "y": 0.992640013944046 }, { "x": 87, "y": 0.993097887168539 }, { "x": 88, "y": 0.993525616955725 }, { "x": 89, "y": 0.993925289404695 }, { "x": 90, "y": 0.994298840001327 }, { "x": 91, "y": 0.994648064856444 }, { "x": 92, "y": 0.994974631088349 }, { "x": 93, "y": 0.9952800864149 }, { "x": 94, "y": 0.99556586801552 }, { "x": 95, "y": 0.995833310719039 }, { "x": 96, "y": 0.996083654569097 }, { "x": 97, "y": 0.996318051814938 }, { "x": 98, "y": 0.996537573371807 }, { "x": 99, "y": 0.996743214791786 }, { "x": 100, "y": 0.996935901782795 }, { "x": 101, "y": 0.997116495310577 }, { "x": 102, "y": 0.99728579631581 }, { "x": 103, "y": 0.997444550075996 }, { "x": 104, "y": 0.997593450239498 }, { "x": 105, "y": 0.997733142556949 }, { "x": 106, "y": 0.997864228333329 }, { "x": 107, "y": 0.997987267622148 }, { "x": 108, "y": 0.998102782181559 }, { "x": 109, "y": 0.998211258210625 }, { "x": 110, "y": 0.998313148882591 }, { "x": 111, "y": 0.998408876690664 }, { "x": 112, "y": 0.998498835620612 }, { "x": 113, "y": 0.99858339316338 }, { "x": 114, "y": 0.998662892179879 }, { "x": 115, "y": 0.99873765262918 }, { "x": 116, "y": 0.998807973170447 }, { "x": 117, "y": 0.998874132648153 }, { "x": 118, "y": 0.998936391469399 }, { "x": 119, "y": 0.998994992881426 }, { "x": 120, "y": 0.999050164156843 }, { "x": 121, "y": 0.999102117693467 }, { "x": 122, "y": 0.999151052035154 }, { "x": 123, "y": 0.999197153 }, { "x": 124, "y": 0.999240594 }, { "x": 125, "y": 0.999281536953187 } ] }, { "id": 1361, "curve_id": "L7.1", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Major roads", "ci_detail": "Interstate and state highways, with four lanes or more, parkways", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 5.1917900821731333, "sigma": 1.1082490808032743, "method": "Curve fitting", "mu_sigma_quality": 0.99998537658411335, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=5.192, σ=1.108, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 2.664013E-08 }, { "x": 2, "y": 2.57161456E-06 }, { "x": 3, "y": 2.442378961E-05 }, { "x": 4, "y": 0.00010048838271 }, { "x": 5, "y": 0.00027211543088 }, { "x": 6, "y": 0.00057640140554 }, { "x": 7, "y": 0.00104145265138 }, { "x": 8, "y": 0.0016857043957 }, { "x": 9, "y": 0.00251910345345 }, { "x": 10, "y": 0.00354486778933 }, { "x": 11, "y": 0.00476122130479 }, { "x": 12, "y": 0.00616287581883 }, { "x": 13, "y": 0.00774220884994 }, { "x": 14, "y": 0.00949015930772 }, { "x": 15, "y": 0.01139688754135 }, { "x": 16, "y": 0.01345224897303 }, { "x": 17, "y": 0.01564612500378 }, { "x": 18, "y": 0.01796864701857 }, { "x": 19, "y": 0.02041034164651 }, { "x": 20, "y": 0.02296221884646 }, { "x": 21, "y": 0.02561581907071 }, { "x": 22, "y": 0.02836323161118 }, { "x": 23, "y": 0.03119709306084 }, { "x": 24, "y": 0.03411057243101 }, { "x": 25, "y": 0.03709734767512 }, { "x": 26, "y": 0.04015157703957 }, { "x": 27, "y": 0.04326786767824 }, { "x": 28, "y": 0.04644124324201 }, { "x": 29, "y": 0.04966711162324 }, { "x": 30, "y": 0.05294123364639 }, { "x": 31, "y": 0.0562596932146 }, { "x": 32, "y": 0.05961886921843 }, { "x": 33, "y": 0.06301540936831 }, { "x": 34, "y": 0.06644620601011 }, { "x": 35, "y": 0.06990837391245 }, { "x": 36, "y": 0.0733992299672 }, { "x": 37, "y": 0.07691627471349 }, { "x": 38, "y": 0.08045717557724 }, { "x": 39, "y": 0.08401975170829 }, { "x": 40, "y": 0.08760196029353 }, { "x": 41, "y": 0.09120188422474 }, { "x": 42, "y": 0.09481772100386 }, { "x": 43, "y": 0.09844777277322 }, { "x": 44, "y": 0.10209043736515 }, { "x": 45, "y": 0.1057442002723 }, { "x": 46, "y": 0.10940762744766 }, { "x": 47, "y": 0.11307935885035 }, { "x": 48, "y": 0.11675810266066 }, { "x": 49, "y": 0.12044263009456 }, { "x": 50, "y": 0.12413177075456 }, { "x": 51, "y": 0.12782440845957 }, { "x": 52, "y": 0.1315194775023 }, { "x": 53, "y": 0.13521595928788 }, { "x": 54, "y": 0.13891287931182 }, { "x": 55, "y": 0.14260930444023 }, { "x": 56, "y": 0.14630434045866 }, { "x": 57, "y": 0.14999712985987 }, { "x": 58, "y": 0.15368684984368 }, { "x": 59, "y": 0.15737271050534 }, { "x": 60, "y": 0.16105395319105 }, { "x": 61, "y": 0.16472984900192 }, { "x": 62, "y": 0.16839969742962 }, { "x": 63, "y": 0.17206282510872 }, { "x": 64, "y": 0.1757185846727 }, { "x": 65, "y": 0.1793663537018 }, { "x": 66, "y": 0.18300553375239 }, { "x": 67, "y": 0.18663554945868 }, { "x": 68, "y": 0.19025584769864 }, { "x": 69, "y": 0.19386589681694 }, { "x": 70, "y": 0.19746518589866 }, { "x": 71, "y": 0.201053224088 }, { "x": 72, "y": 0.20462953994726 }, { "x": 73, "y": 0.20819368085158 }, { "x": 74, "y": 0.21174521241572 }, { "x": 75, "y": 0.21528371794942 }, { "x": 76, "y": 0.2188087979385 }, { "x": 77, "y": 0.22232006954899 }, { "x": 78, "y": 0.22581716615201 }, { "x": 79, "y": 0.22929973686755 }, { "x": 80, "y": 0.23276744612514 }, { "x": 81, "y": 0.23621997324013 }, { "x": 82, "y": 0.23965701200409 }, { "x": 83, "y": 0.24307827028821 }, { "x": 84, "y": 0.24648346965859 }, { "x": 85, "y": 0.24987234500266 }, { "x": 86, "y": 0.25324464416592 }, { "x": 87, "y": 0.25660012759814 }, { "x": 88, "y": 0.2599385680087 }, { "x": 89, "y": 0.26325975003038 }, { "x": 90, "y": 0.26656346989112 }, { "x": 91, "y": 0.26984953509355 }, { "x": 92, "y": 0.27311776410174 }, { "x": 93, "y": 0.2763679860349 }, { "x": 94, "y": 0.27960004036796 }, { "x": 95, "y": 0.28281377663856 }, { "x": 96, "y": 0.28600905416031 }, { "x": 97, "y": 0.28918574174229 }, { "x": 98, "y": 0.29234371741443 }, { "x": 99, "y": 0.29548286815871 }, { "x": 100, "y": 0.29860308964614 }, { "x": 101, "y": 0.30170428597921 }, { "x": 102, "y": 0.30478636943991 }, { "x": 103, "y": 0.30784926024308 }, { "x": 104, "y": 0.31089288629508 }, { "x": 105, "y": 0.31391718295765 }, { "x": 106, "y": 0.31692209281692 }, { "x": 107, "y": 0.31990756545746 }, { "x": 108, "y": 0.32287355724133 }, { "x": 109, "y": 0.32582003109202 }, { "x": 110, "y": 0.32874695628331 }, { "x": 111, "y": 0.33165430823279 }, { "x": 112, "y": 0.33454206830025 }, { "x": 113, "y": 0.33741022359056 }, { "x": 114, "y": 0.34025876676129 }, { "x": 115, "y": 0.34308769583475 }, { "x": 116, "y": 0.34589701401453 }, { "x": 117, "y": 0.34868672950642 }, { "x": 118, "y": 0.35145685534369 }, { "x": 119, "y": 0.35420740921663 }, { "x": 120, "y": 0.35693841330623 }, { "x": 121, "y": 0.35964989412208 }, { "x": 122, "y": 0.3623418823443 }, { "x": 123, "y": 0.36501441266946 }, { "x": 124, "y": 0.36766752366046 }, { "x": 125, "y": 0.37030125760027 } ] }, { "id": 1362, "curve_id": "L7.2", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Urban roads", "ci_detail": "Intercity roads and other roads with two lanes", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 4.3791348101125553, "sigma": 1.1756068463910305, "method": "Curve fitting", "mu_sigma_quality": 0.995881070496011, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.379, σ=1.176, R²=0.996; Mu/sigma can be used for reconstruction (quality: 0.996); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 2.57254275E-06 }, { "x": 2, "y": 0.00010070180784 }, { "x": 3, "y": 0.00057967296686 }, { "x": 4, "y": 0.00170424798736 }, { "x": 5, "y": 0.00360832553941 }, { "x": 6, "y": 0.0063237659816 }, { "x": 7, "y": 0.00982538841098 }, { "x": 8, "y": 0.01406125554477 }, { "x": 9, "y": 0.01896936405832 }, { "x": 10, "y": 0.02448598182658 }, { "x": 11, "y": 0.03054947153879 }, { "x": 12, "y": 0.03710183259597 }, { "x": 13, "y": 0.04408915101288 }, { "x": 14, "y": 0.05146156189791 }, { "x": 15, "y": 0.05917301973378 }, { "x": 16, "y": 0.06718101370755 }, { "x": 17, "y": 0.07544628699896 }, { "x": 18, "y": 0.08393258145808 }, { "x": 19, "y": 0.09260641215352 }, { "x": 20, "y": 0.10143686937279 }, { "x": 21, "y": 0.11039544348583 }, { "x": 22, "y": 0.11945586798911 }, { "x": 23, "y": 0.12859397674227 }, { "x": 24, "y": 0.13778757229703 }, { "x": 25, "y": 0.14701630304458 }, { "x": 26, "y": 0.15626154758539 }, { "x": 27, "y": 0.16550630524204 }, { "x": 28, "y": 0.17473509200838 }, { "x": 29, "y": 0.18393384148579 }, { "x": 30, "y": 0.19308981052639 }, { "x": 31, "y": 0.20219148940785 }, { "x": 32, "y": 0.21122851642426 }, { "x": 33, "y": 0.22019159680648 }, { "x": 34, "y": 0.22907242589495 }, { "x": 35, "y": 0.23786361648497 }, { "x": 36, "y": 0.24655863025543 }, { "x": 37, "y": 0.25515171317942 }, { "x": 38, "y": 0.26363783480225 }, { "x": 39, "y": 0.27201263126042 }, { "x": 40, "y": 0.28027235190426 }, { "x": 41, "y": 0.2884138093793 }, { "x": 42, "y": 0.29643433301445 }, { "x": 43, "y": 0.30433172536196 }, { "x": 44, "y": 0.31210422173147 }, { "x": 45, "y": 0.31975045256081 }, { "x": 46, "y": 0.32726940846719 }, { "x": 47, "y": 0.33466040782537 }, { "x": 48, "y": 0.34192306672277 }, { "x": 49, "y": 0.34905727114644 }, { "x": 50, "y": 0.35606315126141 }, { "x": 51, "y": 0.36294105764627 }, { "x": 52, "y": 0.36969153935702 }, { "x": 53, "y": 0.37631532369708 }, { "x": 54, "y": 0.38281329757706 }, { "x": 55, "y": 0.38918649035444 }, { "x": 56, "y": 0.39543605804928 }, { "x": 57, "y": 0.40156326883836 }, { "x": 58, "y": 0.4075694897358 }, { "x": 59, "y": 0.41345617437401 }, { "x": 60, "y": 0.41922485180435 }, { "x": 61, "y": 0.42487711624205 }, { "x": 62, "y": 0.43041461768485 }, { "x": 63, "y": 0.43583905333976 }, { "x": 64, "y": 0.44115215979671 }, { "x": 65, "y": 0.44635570589202 }, { "x": 66, "y": 0.45145148620877 }, { "x": 67, "y": 0.45644131516482 }, { "x": 68, "y": 0.46132702164279 }, { "x": 69, "y": 0.46611044411952 }, { "x": 70, "y": 0.47079342625572 }, { "x": 71, "y": 0.47537781290936 }, { "x": 72, "y": 0.47986544653897 }, { "x": 73, "y": 0.48425816396577 }, { "x": 74, "y": 0.4885577934654 }, { "x": 75, "y": 0.49276615216282 }, { "x": 76, "y": 0.4968850437054 }, { "x": 77, "y": 0.50091625619145 }, { "x": 78, "y": 0.50486156033301 }, { "x": 79, "y": 0.50872270783341 }, { "x": 80, "y": 0.5125014299616 }, { "x": 81, "y": 0.5161994363065 }, { "x": 82, "y": 0.51981841369619 }, { "x": 83, "y": 0.52336002526766 }, { "x": 84, "y": 0.52682590967411 }, { "x": 85, "y": 0.53021768041772 }, { "x": 86, "y": 0.53353692529679 }, { "x": 87, "y": 0.53678520595716 }, { "x": 88, "y": 0.53996405753825 }, { "x": 89, "y": 0.54307498840527 }, { "x": 90, "y": 0.54611947995945 }, { "x": 91, "y": 0.54909898651907 }, { "x": 92, "y": 0.55201493526445 }, { "x": 93, "y": 0.55486872624068 }, { "x": 94, "y": 0.55766173241245 }, { "x": 95, "y": 0.56039529976566 }, { "x": 96, "y": 0.56307074745093 }, { "x": 97, "y": 0.56568936796481 }, { "x": 98, "y": 0.56825242736431 }, { "x": 99, "y": 0.57076116551128 }, { "x": 100, "y": 0.5732167963431 }, { "x": 101, "y": 0.57562050816656 }, { "x": 102, "y": 0.57797346397209 }, { "x": 103, "y": 0.5802768017657 }, { "x": 104, "y": 0.58253163491622 }, { "x": 105, "y": 0.58473905251569 }, { "x": 106, "y": 0.58690011975083 }, { "x": 107, "y": 0.58901587828385 }, { "x": 108, "y": 0.59108734664089 }, { "x": 109, "y": 0.59311552060649 }, { "x": 110, "y": 0.59510137362293 }, { "x": 111, "y": 0.59704585719299 }, { "x": 112, "y": 0.59894990128509 }, { "x": 113, "y": 0.60081441473973 }, { "x": 114, "y": 0.60264028567638 }, { "x": 115, "y": 0.60442838189994 }, { "x": 116, "y": 0.60617955130597 }, { "x": 117, "y": 0.6078946222841 }, { "x": 118, "y": 0.60957440411895 }, { "x": 119, "y": 0.6112196873881 }, { "x": 120, "y": 0.61283124435647 }, { "x": 121, "y": 0.61440982936688 }, { "x": 122, "y": 0.61595617922623 }, { "x": 123, "y": 0.61747101358716 }, { "x": 124, "y": 0.61895503532467 }, { "x": 125, "y": 0.62040893090765 } ] }, { "id": 1363, "curve_id": "L7.34", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Roads", "ci_detail": "Urban roads, suburban secondary roads composed by single carriageways with two lanes; roads of 7.4 years exposed to slow-moving landslides ", "source_type": "Peer-reviewed", "source_abbrev": "Ferlisi et al (2021)", "source_detail": "Ferlisi, S., Marchese, A., and Peduto, D.: Quantitative analysis of the risk to road networks exposed to slow-moving landslides: a case study in the Campania region (southern Italy), Landslides, 18, 303–319, https://doi.org/10.1007/s10346-020-01482-8, 2021.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 1.8572863830348245, "sigma": 0.74056243330915916, "method": "Curve fitting", "mu_sigma_quality": 0.98743386928987464, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.857, σ=0.741, R²=0.987; Mu/sigma can be used for reconstruction (quality: 0.987); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Representative velocity along the steepest slope direction ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Campania region, Italy", "hazard_type": "Landslide", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.084 }, { "x": 2, "y": 0.144666666666666 }, { "x": 3, "y": 0.208666666666666 }, { "x": 4, "y": 0.282666666666666 }, { "x": 5, "y": 0.366 }, { "x": 6, "y": 0.441666666666666 }, { "x": 7, "y": 0.507333333333333 }, { "x": 8, "y": 0.577333333333333 }, { "x": 9, "y": 0.642666666666666 }, { "x": 10, "y": 0.701666666666666 }, { "x": 11, "y": 0.755 }, { "x": 12, "y": 0.795666666666666 }, { "x": 13, "y": 0.825333333333333 }, { "x": 14, "y": 0.856333333333333 }, { "x": 15, "y": 0.886333333333333 }, { "x": 16, "y": 0.910333333333333 }, { "x": 17, "y": 0.93 }, { "x": 18, "y": 0.944333333333333 }, { "x": 19, "y": 0.956333333333333 }, { "x": 20, "y": 0.966 }, { "x": 21, "y": 0.973333333333333 }, { "x": 22, "y": 0.979333333333333 }, { "x": 23, "y": 0.982333333333333 }, { "x": 24, "y": 0.984666666666666 }, { "x": 25, "y": 0.987 }, { "x": 26, "y": 0.989666666666666 }, { "x": 27, "y": 0.992 }, { "x": 28, "y": 0.995 }, { "x": 29, "y": 0.997666666666666 }, { "x": 30, "y": 1 } ] }, { "id": 1364, "curve_id": "L7.35", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Roads", "ci_detail": "Urban roads, suburban secondary roads composed by single carriageways with two lanes; roads of 12.4 years exposed to slow-moving landslides", "source_type": "Peer-reviewed", "source_abbrev": "Ferlisi et al (2021)", "source_detail": "Ferlisi, S., Marchese, A., and Peduto, D.: Quantitative analysis of the risk to road networks exposed to slow-moving landslides: a case study in the Campania region (southern Italy), Landslides, 18, 303–319, https://doi.org/10.1007/s10346-020-01482-8, 2021.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 1.3893887979306694, "sigma": 0.68942590770597756, "method": "Curve fitting", "mu_sigma_quality": 0.99135286412905843, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.389, σ=0.689, R²=0.991; Mu/sigma can be used for reconstruction (quality: 0.991); D1 category: figure_given; Source provides original data points", "intensity_measure": "Representative velocity along the steepest slope direction ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E + A)", "geography": "Campania region, Italy", "hazard_type": "Landslide", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.092333333 }, { "x": 2, "y": 0.212333333333333 }, { "x": 3, "y": 0.336999999999999 }, { "x": 4, "y": 0.476 }, { "x": 5, "y": 0.584 }, { "x": 6, "y": 0.690666666666666 }, { "x": 7, "y": 0.777333333333333 }, { "x": 8, "y": 0.84 }, { "x": 9, "y": 0.890333333333333 }, { "x": 10, "y": 0.924999999999999 }, { "x": 11, "y": 0.951333333333333 }, { "x": 12, "y": 0.972 }, { "x": 13, "y": 0.983 }, { "x": 14, "y": 0.990333333333333 }, { "x": 15, "y": 0.996 }, { "x": 16, "y": 1 }, { "x": 17, "y": 1 }, { "x": 18, "y": 1 }, { "x": 19, "y": 1 }, { "x": 20, "y": 1 }, { "x": 21, "y": 1 }, { "x": 22, "y": 1 }, { "x": 23, "y": 1 }, { "x": 24, "y": 1 }, { "x": 25, "y": 1 }, { "x": 26, "y": 1 }, { "x": 27, "y": 1 }, { "x": 28, "y": 1 }, { "x": 29, "y": 1 }, { "x": 30, "y": 1 } ] }, { "id": 1365, "curve_id": "L7.36", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Roads", "ci_detail": "Urban roads, suburban secondary roads composed by single carriageways with two lanes; roads of 17.4 years exposed to slow-moving landslides", "source_type": "Peer-reviewed", "source_abbrev": "Ferlisi et al (2021)", "source_detail": "Ferlisi, S., Marchese, A., and Peduto, D.: Quantitative analysis of the risk to road networks exposed to slow-moving landslides: a case study in the Campania region (southern Italy), Landslides, 18, 303–319, https://doi.org/10.1007/s10346-020-01482-8, 2021.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 1.0684579568779211, "sigma": 0.69084904369614253, "method": "Curve fitting", "mu_sigma_quality": 0.9929050818827998, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=1.068, σ=0.691, R²=0.993; Mu/sigma can be used for reconstruction (quality: 0.993); D1 category: figure_given; Source provides original data points", "intensity_measure": "Representative velocity along the steepest slope direction ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E + A)", "geography": "Campania region, Italy", "hazard_type": "Landslide", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.13 }, { "x": 2, "y": 0.305666666666666 }, { "x": 3, "y": 0.487 }, { "x": 4, "y": 0.645 }, { "x": 5, "y": 0.771333333333333 }, { "x": 6, "y": 0.858666666666666 }, { "x": 7, "y": 0.914333333333333 }, { "x": 8, "y": 0.946333333333333 }, { "x": 9, "y": 0.970666666666666 }, { "x": 10, "y": 0.983666666666666 }, { "x": 11, "y": 0.995333333333333 }, { "x": 12, "y": 1 }, { "x": 13, "y": 1 }, { "x": 14, "y": 1 }, { "x": 15, "y": 1 }, { "x": 16, "y": 1 }, { "x": 17, "y": 1 }, { "x": 18, "y": 1 }, { "x": 19, "y": 1 }, { "x": 20, "y": 1 }, { "x": 21, "y": 1 }, { "x": 22, "y": 1 }, { "x": 23, "y": 1 }, { "x": 24, "y": 1 }, { "x": 25, "y": 1 }, { "x": 26, "y": 1 }, { "x": 27, "y": 1 }, { "x": 28, "y": 1 }, { "x": 29, "y": 1 }, { "x": 30, "y": 1 } ] }, { "id": 1366, "curve_id": "L7.37", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Roads", "ci_detail": "Urban roads, suburban secondary roads composed by single carriageways with two lanes; roads of 22.4 years exposed to slow-moving landslides", "source_type": "Peer-reviewed", "source_abbrev": "Ferlisi et al (2021)", "source_detail": "Ferlisi, S., Marchese, A., and Peduto, D.: Quantitative analysis of the risk to road networks exposed to slow-moving landslides: a case study in the Campania region (southern Italy), Landslides, 18, 303–319, https://doi.org/10.1007/s10346-020-01482-8, 2021.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 0.8312886884550299, "sigma": 0.68632396558181419, "method": "Curve fitting", "mu_sigma_quality": 0.9923055457222888, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=0.831, σ=0.686, R²=0.992; Mu/sigma can be used for reconstruction (quality: 0.992); D1 category: figure_given; Source provides original data points", "intensity_measure": "Representative velocity along the steepest slope direction ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (E + A)", "geography": "Campania region, Italy", "hazard_type": "Landslide", "num_points": 31, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.171666666666666 }, { "x": 2, "y": 0.405333333333333 }, { "x": 3, "y": 0.608333333333333 }, { "x": 4, "y": 0.782333333333333 }, { "x": 5, "y": 0.885666666666666 }, { "x": 6, "y": 0.939666666666666 }, { "x": 7, "y": 0.970333333333333 }, { "x": 8, "y": 0.990333333333333 }, { "x": 9, "y": 0.999333333333333 }, { "x": 10, "y": 1 }, { "x": 11, "y": 1 }, { "x": 12, "y": 1 }, { "x": 13, "y": 1 }, { "x": 14, "y": 1 }, { "x": 15, "y": 1 }, { "x": 16, "y": 1 }, { "x": 17, "y": 1 }, { "x": 18, "y": 1 }, { "x": 19, "y": 1 }, { "x": 20, "y": 1 }, { "x": 21, "y": 1 }, { "x": 22, "y": 1 }, { "x": 23, "y": 1 }, { "x": 24, "y": 1 }, { "x": 25, "y": 1 }, { "x": 26, "y": 1 }, { "x": 27, "y": 1 }, { "x": 28, "y": 1 }, { "x": 29, "y": 1 }, { "x": 30, "y": 1 } ] }, { "id": 1367, "curve_id": "L7.38", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Local roads", "ci_detail": "Debris flow, typically <50 km/h on a single carriageway (one lane for each traffic direction) or single track, encompass both paved and unpaved constructions", "source_type": "Peer-reviewed", "source_abbrev": "Winter et al. (2014)", "source_detail": "Winter, M. G., Smith, J. T., Fotopoulou, S., Pitilakis, K., Mavrouli, O., Corominas, J., and Argyroudis, S.: An expert judgement approach to determining the physical vulnerability of roads to debris flow, Bulletin of Engineering Geology and the Environment, 73, 291–305, https://doi.org/10.1007/s10064-014-0570-3, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 7.1039075369967328, "sigma": 3.3358005183538846, "method": "Curve fitting", "mu_sigma_quality": 0.9942601038744141, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=7.104, σ=3.336, R²=0.994; Mu/sigma can be used for reconstruction (quality: 0.994); D1 category: figure_given; Source provides original data points", "intensity_measure": "Volume", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Landslide", "num_points": 6, "data_points": [ { "x": 10, "y": 0.095 }, { "x": 100, "y": 0.189 }, { "x": 1000, "y": 0.511 }, { "x": 10000, "y": 0.726 }, { "x": 100000, "y": 0.889 }, { "x": 1000000, "y": 1 } ] }, { "id": 1368, "curve_id": "L7.39", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "High-speed roads", "ci_detail": "Debris flow, high-speed limit between 80 and 110 km/h, at least one running lane in each direction, very often in conjunction with a hard strip or hard shoulder", "source_type": "Peer-reviewed", "source_abbrev": "Winter et al. (2014)", "source_detail": "Winter, M. G., Smith, J. T., Fotopoulou, S., Pitilakis, K., Mavrouli, O., Corominas, J., and Argyroudis, S.: An expert judgement approach to determining the physical vulnerability of roads to debris flow, Bulletin of Engineering Geology and the Environment, 73, 291–305, https://doi.org/10.1007/s10064-014-0570-3, 2014.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 8.00131618229811, "sigma": 2.7613950281423039, "method": "Curve fitting", "mu_sigma_quality": 0.99844939367574437, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=8.001, σ=2.761, R²=0.998; Mu/sigma can be used for reconstruction (quality: 0.998); D1 category: figure_given; Source provides original data points", "intensity_measure": "Volume", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Landslide", "num_points": 6, "data_points": [ { "x": 10, "y": 0.039 }, { "x": 100, "y": 0.117 }, { "x": 1000, "y": 0.33 }, { "x": 10000, "y": 0.682 }, { "x": 100000, "y": 0.888 }, { "x": 1000000, "y": 1 } ] }, { "id": 1369, "curve_id": "L8.1", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "Interstate and state railways", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 5.1917900821731333, "sigma": 1.1082490808032743, "method": "Curve fitting", "mu_sigma_quality": 0.99998537658411335, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=5.192, σ=1.108, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 2.664013E-08 }, { "x": 2, "y": 2.57161456E-06 }, { "x": 3, "y": 2.442378961E-05 }, { "x": 4, "y": 0.00010048838271 }, { "x": 5, "y": 0.00027211543088 }, { "x": 6, "y": 0.00057640140554 }, { "x": 7, "y": 0.00104145265138 }, { "x": 8, "y": 0.0016857043957 }, { "x": 9, "y": 0.00251910345345 }, { "x": 10, "y": 0.00354486778933 }, { "x": 11, "y": 0.00476122130479 }, { "x": 12, "y": 0.00616287581883 }, { "x": 13, "y": 0.00774220884994 }, { "x": 14, "y": 0.00949015930772 }, { "x": 15, "y": 0.01139688754135 }, { "x": 16, "y": 0.01345224897303 }, { "x": 17, "y": 0.01564612500378 }, { "x": 18, "y": 0.01796864701857 }, { "x": 19, "y": 0.02041034164651 }, { "x": 20, "y": 0.02296221884646 }, { "x": 21, "y": 0.02561581907071 }, { "x": 22, "y": 0.02836323161118 }, { "x": 23, "y": 0.03119709306084 }, { "x": 24, "y": 0.03411057243101 }, { "x": 25, "y": 0.03709734767512 }, { "x": 26, "y": 0.04015157703957 }, { "x": 27, "y": 0.04326786767824 }, { "x": 28, "y": 0.04644124324201 }, { "x": 29, "y": 0.04966711162324 }, { "x": 30, "y": 0.05294123364639 }, { "x": 31, "y": 0.0562596932146 }, { "x": 32, "y": 0.05961886921843 }, { "x": 33, "y": 0.06301540936831 }, { "x": 34, "y": 0.06644620601011 }, { "x": 35, "y": 0.06990837391245 }, { "x": 36, "y": 0.0733992299672 }, { "x": 37, "y": 0.07691627471349 }, { "x": 38, "y": 0.08045717557724 }, { "x": 39, "y": 0.08401975170829 }, { "x": 40, "y": 0.08760196029353 }, { "x": 41, "y": 0.09120188422474 }, { "x": 42, "y": 0.09481772100386 }, { "x": 43, "y": 0.09844777277322 }, { "x": 44, "y": 0.10209043736515 }, { "x": 45, "y": 0.1057442002723 }, { "x": 46, "y": 0.10940762744766 }, { "x": 47, "y": 0.11307935885035 }, { "x": 48, "y": 0.11675810266066 }, { "x": 49, "y": 0.12044263009456 }, { "x": 50, "y": 0.12413177075456 }, { "x": 51, "y": 0.12782440845957 }, { "x": 52, "y": 0.1315194775023 }, { "x": 53, "y": 0.13521595928788 }, { "x": 54, "y": 0.13891287931182 }, { "x": 55, "y": 0.14260930444023 }, { "x": 56, "y": 0.14630434045866 }, { "x": 57, "y": 0.14999712985987 }, { "x": 58, "y": 0.15368684984368 }, { "x": 59, "y": 0.15737271050534 }, { "x": 60, "y": 0.16105395319105 }, { "x": 61, "y": 0.16472984900192 }, { "x": 62, "y": 0.16839969742962 }, { "x": 63, "y": 0.17206282510872 }, { "x": 64, "y": 0.1757185846727 }, { "x": 65, "y": 0.1793663537018 }, { "x": 66, "y": 0.18300553375239 }, { "x": 67, "y": 0.18663554945868 }, { "x": 68, "y": 0.19025584769864 }, { "x": 69, "y": 0.19386589681694 }, { "x": 70, "y": 0.19746518589866 }, { "x": 71, "y": 0.201053224088 }, { "x": 72, "y": 0.20462953994726 }, { "x": 73, "y": 0.20819368085158 }, { "x": 74, "y": 0.21174521241572 }, { "x": 75, "y": 0.21528371794942 }, { "x": 76, "y": 0.2188087979385 }, { "x": 77, "y": 0.22232006954899 }, { "x": 78, "y": 0.22581716615201 }, { "x": 79, "y": 0.22929973686755 }, { "x": 80, "y": 0.23276744612514 }, { "x": 81, "y": 0.23621997324013 }, { "x": 82, "y": 0.23965701200409 }, { "x": 83, "y": 0.24307827028821 }, { "x": 84, "y": 0.24648346965859 }, { "x": 85, "y": 0.24987234500266 }, { "x": 86, "y": 0.25324464416592 }, { "x": 87, "y": 0.25660012759814 }, { "x": 88, "y": 0.2599385680087 }, { "x": 89, "y": 0.26325975003038 }, { "x": 90, "y": 0.26656346989112 }, { "x": 91, "y": 0.26984953509355 }, { "x": 92, "y": 0.27311776410174 }, { "x": 93, "y": 0.2763679860349 }, { "x": 94, "y": 0.27960004036796 }, { "x": 95, "y": 0.28281377663856 }, { "x": 96, "y": 0.28600905416031 }, { "x": 97, "y": 0.28918574174229 }, { "x": 98, "y": 0.29234371741443 }, { "x": 99, "y": 0.29548286815871 }, { "x": 100, "y": 0.29860308964614 }, { "x": 101, "y": 0.30170428597921 }, { "x": 102, "y": 0.30478636943991 }, { "x": 103, "y": 0.30784926024308 }, { "x": 104, "y": 0.31089288629508 }, { "x": 105, "y": 0.31391718295765 }, { "x": 106, "y": 0.31692209281692 }, { "x": 107, "y": 0.31990756545746 }, { "x": 108, "y": 0.32287355724133 }, { "x": 109, "y": 0.32582003109202 }, { "x": 110, "y": 0.32874695628331 }, { "x": 111, "y": 0.33165430823279 }, { "x": 112, "y": 0.33454206830025 }, { "x": 113, "y": 0.33741022359056 }, { "x": 114, "y": 0.34025876676129 }, { "x": 115, "y": 0.34308769583475 }, { "x": 116, "y": 0.34589701401453 }, { "x": 117, "y": 0.34868672950642 }, { "x": 118, "y": 0.35145685534369 }, { "x": 119, "y": 0.35420740921663 }, { "x": 120, "y": 0.35693841330623 }, { "x": 121, "y": 0.35964989412208 }, { "x": 122, "y": 0.3623418823443 }, { "x": 123, "y": 0.36501441266946 }, { "x": 124, "y": 0.36766752366046 }, { "x": 125, "y": 0.37030125760027 } ] }, { "id": 1370, "curve_id": "L8.12", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Zhu et al. (2023)", "source_detail": "Zhu, W., Liu, K., Wang, M., Nirandjan, S., and Koks, E. E.: Improved assessment of rainfall-induced railway infrastructure risk in China using empirical data, Natural Hazards, 115, 1525–1548, https://doi.org/10.1007/s11069-022-05605-3, 2023.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 8.25, "sigma": 3.16, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Precipitation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+A)", "geography": "China", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 5, "y": 0.0178010176889951 }, { "x": 10, "y": 0.029911673 }, { "x": 15, "y": 0.03973397 }, { "x": 20, "y": 0.04818195 }, { "x": 25, "y": 0.0556779842703463 }, { "x": 30, "y": 0.062461802 }, { "x": 35, "y": 0.068685948 }, { "x": 40, "y": 0.074454957 }, { "x": 45, "y": 0.079844327 }, { "x": 50, "y": 0.084910759 }, { "x": 55, "y": 0.08969816 }, { "x": 60, "y": 0.094241368 }, { "x": 65, "y": 0.098568587 }, { "x": 70, "y": 0.102703032069694 }, { "x": 75, "y": 0.106664091830329 }, { "x": 80, "y": 0.110468153456784 }, { "x": 85, "y": 0.114129217381991 }, { "x": 90, "y": 0.117659356800383 }, { "x": 95, "y": 0.121069069349582 }, { "x": 100, "y": 0.124367550214065 }, { "x": 105, "y": 0.12756290714302 }, { "x": 110, "y": 0.130662331831466 }, { "x": 115, "y": 0.133672238041382 }, { "x": 120, "y": 0.13659837403886 }, { "x": 125, "y": 0.139445914961493 }, { "x": 130, "y": 0.142219539332993 }, { "x": 135, "y": 0.144923492931882 }, { "x": 140, "y": 0.147561642480592 }, { "x": 145, "y": 0.150137521071631 }, { "x": 150, "y": 0.152654366834583 }, { "x": 155, "y": 0.155115156034353 }, { "x": 160, "y": 0.157522631550718 }, { "x": 165, "y": 0.159879327503343 }, { "x": 170, "y": 0.162187590641204 }, { "x": 175, "y": 0.164449599001231 }, { "x": 180, "y": 0.166667378250367 }, { "x": 185, "y": 0.168842816052974 }, { "x": 190, "y": 0.170977674747432 }, { "x": 195, "y": 0.173073602568736 }, { "x": 200, "y": 0.175132143615687 }, { "x": 205, "y": 0.177154746730005 }, { "x": 210, "y": 0.17914277342892 }, { "x": 215, "y": 0.18109750501158 }, { "x": 220, "y": 0.183020148941912 }, { "x": 225, "y": 0.184911844595866 }, { "x": 230, "y": 0.186773668448594 }, { "x": 235, "y": 0.188606638766759 }, { "x": 240, "y": 0.190411719862371 }, { "x": 245, "y": 0.192189825957113 }, { "x": 250, "y": 0.193941824699803 }, { "x": 255, "y": 0.195668540374213 }, { "x": 260, "y": 0.197370756829853 }, { "x": 265, "y": 0.199049220164344 }, { "x": 270, "y": 0.200704641182581 }, { "x": 275, "y": 0.202337697654916 }, { "x": 280, "y": 0.203949036394025 }, { "x": 285, "y": 0.205539275167905 }, { "x": 290, "y": 0.207109004 }, { "x": 295, "y": 0.20865878912157 }, { "x": 300, "y": 0.210189169834677 }, { "x": 305, "y": 0.211700664553315 }, { "x": 310, "y": 0.213193769776014 }, { "x": 315, "y": 0.214668962 }, { "x": 320, "y": 0.216126697602176 }, { "x": 325, "y": 0.217567416352672 }, { "x": 330, "y": 0.21899153991055 }, { "x": 335, "y": 0.220399473964342 }, { "x": 340, "y": 0.22179160882859 }, { "x": 345, "y": 0.223168320232516 }, { "x": 350, "y": 0.224529970057843 }, { "x": 355, "y": 0.225876907029678 }, { "x": 360, "y": 0.227209467364052 }, { "x": 365, "y": 0.228527975375392 }, { "x": 370, "y": 0.229832744046881 }, { "x": 375, "y": 0.231124075566451 }, { "x": 380, "y": 0.232402261830874 }, { "x": 385, "y": 0.233667584920253 }, { "x": 390, "y": 0.234920317544988 }, { "x": 395, "y": 0.236160723467139 }, { "x": 400, "y": 0.237389057897947 }, { "x": 405, "y": 0.238605567873138 }, { "x": 410, "y": 0.239810492607494 }, { "x": 415, "y": 0.241004063830083 }, { "x": 420, "y": 0.242186506101394 }, { "x": 425, "y": 0.243358037113574 }, { "x": 430, "y": 0.24451886797483 }, { "x": 435, "y": 0.245669203479017 }, { "x": 440, "y": 0.246809242361326 }, { "x": 445, "y": 0.24793917754094 }, { "x": 450, "y": 0.249059196351461 }, { "x": 455, "y": 0.250169480759834 }, { "x": 460, "y": 0.251270208 }, { "x": 465, "y": 0.252361548643277 }, { "x": 470, "y": 0.253443671041921 }, { "x": 475, "y": 0.254516737253361 }, { "x": 480, "y": 0.255580905338683 }, { "x": 485, "y": 0.256636329100003 }, { "x": 490, "y": 0.257683158235809 }, { "x": 495, "y": 0.258721538489166 }, { "x": 500, "y": 0.259751611789178 }, { "x": 505, "y": 0.260773516386085 }, { "x": 510, "y": 0.261787387 }, { "x": 515, "y": 0.26279335484591 }, { "x": 520, "y": 0.263791547948374 }, { "x": 525, "y": 0.264782091057644 }, { "x": 530, "y": 0.26576510585603 }, { "x": 535, "y": 0.266740711041637 }, { "x": 540, "y": 0.267709022427407 }, { "x": 545, "y": 0.268670153036026 }, { "x": 550, "y": 0.269624213190894 }, { "x": 555, "y": 0.270571310603362 }, { "x": 560, "y": 0.27151155045642 }, { "x": 565, "y": 0.272445035485003 }, { "x": 570, "y": 0.273371866053087 }, { "x": 575, "y": 0.274292140227728 }, { "x": 580, "y": 0.275205953850187 }, { "x": 585, "y": 0.276113400604277 }, { "x": 590, "y": 0.277014572082077 }, { "x": 595, "y": 0.277909557847114 }, { "x": 600, "y": 0.278798445495145 } ] }, { "id": 1371, "curve_id": "L8.13", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Zhu et al. (2023)", "source_detail": "Zhu, W., Liu, K., Wang, M., Nirandjan, S., and Koks, E. E.: Improved assessment of rainfall-induced railway infrastructure risk in China using empirical data, Natural Hazards, 115, 1525–1548, https://doi.org/10.1007/s11069-022-05605-3, 2023.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 7.4899999999999984, "sigma": 2.2799999999999989, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Precipitation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+A)", "geography": "South China, China", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 5, "y": 0.004951559 }, { "x": 10, "y": 0.0114475077974145 }, { "x": 15, "y": 0.017981461 }, { "x": 20, "y": 0.024352214 }, { "x": 25, "y": 0.03051348 }, { "x": 30, "y": 0.036459728 }, { "x": 35, "y": 0.0421984910029888 }, { "x": 40, "y": 0.047741483 }, { "x": 45, "y": 0.053101348 }, { "x": 50, "y": 0.058290405 }, { "x": 55, "y": 0.063320172 }, { "x": 60, "y": 0.068201225 }, { "x": 65, "y": 0.0729432 }, { "x": 70, "y": 0.077554848 }, { "x": 75, "y": 0.082044115 }, { "x": 80, "y": 0.086418217 }, { "x": 85, "y": 0.090683729 }, { "x": 90, "y": 0.094846644 }, { "x": 95, "y": 0.098912446 }, { "x": 100, "y": 0.102886161425626 }, { "x": 105, "y": 0.106772410501114 }, { "x": 110, "y": 0.110575449146822 }, { "x": 115, "y": 0.114299207775816 }, { "x": 120, "y": 0.117947324254753 }, { "x": 125, "y": 0.121523173036744 }, { "x": 130, "y": 0.125029890777525 }, { "x": 135, "y": 0.128470398911336 }, { "x": 140, "y": 0.131847423596681 }, { "x": 145, "y": 0.135163513383686 }, { "x": 150, "y": 0.138421054904024 }, { "x": 155, "y": 0.141622286840924 }, { "x": 160, "y": 0.144769312399669 }, { "x": 165, "y": 0.147864110467517 }, { "x": 170, "y": 0.150908545625251 }, { "x": 175, "y": 0.153904377149931 }, { "x": 180, "y": 0.156853267129185 }, { "x": 185, "y": 0.159756787791074 }, { "x": 190, "y": 0.16261642813965 }, { "x": 195, "y": 0.165433599974502 }, { "x": 200, "y": 0.168209643362474 }, { "x": 205, "y": 0.170945831621051 }, { "x": 210, "y": 0.173643375865492 }, { "x": 215, "y": 0.176303429165404 }, { "x": 220, "y": 0.178927090350898 }, { "x": 225, "y": 0.181515407503738 }, { "x": 230, "y": 0.184069381164729 }, { "x": 235, "y": 0.186589967285036 }, { "x": 240, "y": 0.189078079945955 }, { "x": 245, "y": 0.191534593868976 }, { "x": 250, "y": 0.193960346735568 }, { "x": 255, "y": 0.196356141334019 }, { "x": 260, "y": 0.198722747548852 }, { "x": 265, "y": 0.201060904206707 }, { "x": 270, "y": 0.203371320791156 }, { "x": 275, "y": 0.205654679037645 }, { "x": 280, "y": 0.207911634418685 }, { "x": 285, "y": 0.210142817528361 }, { "x": 290, "y": 0.212348835374412 }, { "x": 295, "y": 0.214530272585305 }, { "x": 300, "y": 0.216687692539049 }, { "x": 305, "y": 0.218821638419881 }, { "x": 310, "y": 0.220932634 }, { "x": 315, "y": 0.22302118560999 }, { "x": 320, "y": 0.225087780926846 }, { "x": 325, "y": 0.22713289187663 }, { "x": 330, "y": 0.229156974362789 }, { "x": 335, "y": 0.231160469199339 }, { "x": 340, "y": 0.233143802793573 }, { "x": 345, "y": 0.235107387789619 }, { "x": 350, "y": 0.237051623675555 }, { "x": 355, "y": 0.238976897356575 }, { "x": 360, "y": 0.240883583696503 }, { "x": 365, "y": 0.242772046029761 }, { "x": 370, "y": 0.244642636645746 }, { "x": 375, "y": 0.246495697247405 }, { "x": 380, "y": 0.248331559385677 }, { "x": 385, "y": 0.250150544871334 }, { "x": 390, "y": 0.251952966165636 }, { "x": 395, "y": 0.253739126751133 }, { "x": 400, "y": 0.255509321483816 }, { "x": 405, "y": 0.257263836927763 }, { "x": 410, "y": 0.259002951673327 }, { "x": 415, "y": 0.260726936639849 }, { "x": 420, "y": 0.262436055363799 }, { "x": 425, "y": 0.264130564 }, { "x": 430, "y": 0.265810712949125 }, { "x": 435, "y": 0.267476744374992 }, { "x": 440, "y": 0.269128895174367 }, { "x": 445, "y": 0.270767395837888 }, { "x": 450, "y": 0.272392470939943 }, { "x": 455, "y": 0.27400433934563 }, { "x": 460, "y": 0.275603214408554 }, { "x": 465, "y": 0.277189304159933 }, { "x": 470, "y": 0.278762811489482 }, { "x": 475, "y": 0.280323934318508 }, { "x": 480, "y": 0.28187286576562 }, { "x": 485, "y": 0.283409794305438 }, { "x": 490, "y": 0.284934904 }, { "x": 495, "y": 0.286448374247761 }, { "x": 500, "y": 0.287950380716872 }, { "x": 505, "y": 0.289441094685724 }, { "x": 510, "y": 0.290920683568364 }, { "x": 515, "y": 0.292389310958644 }, { "x": 520, "y": 0.293847136748829 }, { "x": 525, "y": 0.295294317243533 }, { "x": 530, "y": 0.296731005 }, { "x": 535, "y": 0.29815735027947 }, { "x": 540, "y": 0.299573498456196 }, { "x": 545, "y": 0.300979592807043 }, { "x": 550, "y": 0.302375773259085 }, { "x": 555, "y": 0.30376217674904 }, { "x": 560, "y": 0.305138937310125 }, { "x": 565, "y": 0.306506186155729 }, { "x": 570, "y": 0.307864051760022 }, { "x": 575, "y": 0.309212659935657 }, { "x": 580, "y": 0.310552133908668 }, { "x": 585, "y": 0.311882594390712 }, { "x": 590, "y": 0.31320415964875 }, { "x": 595, "y": 0.314516945572286 }, { "x": 600, "y": 0.315821065738261 } ] }, { "id": 1372, "curve_id": "L8.14", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Zhu et al. (2023)", "source_detail": "Zhu, W., Liu, K., Wang, M., Nirandjan, S., and Koks, E. E.: Improved assessment of rainfall-induced railway infrastructure risk in China using empirical data, Natural Hazards, 115, 1525–1548, https://doi.org/10.1007/s11069-022-05605-3, 2023.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 7.3999999999999995, "sigma": 2.21, "method": "Probit regression", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Probit: Fragility curve - using probability values; Probit: Successful - R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Precipitation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+A)", "geography": "Southwest China, China", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 5, "y": 0.004394377 }, { "x": 10, "y": 0.0105407248959289 }, { "x": 15, "y": 0.0168746548353927 }, { "x": 20, "y": 0.0231372219074064 }, { "x": 25, "y": 0.0292513938796028 }, { "x": 30, "y": 0.035193436 }, { "x": 35, "y": 0.040959236 }, { "x": 40, "y": 0.046552633 }, { "x": 45, "y": 0.0519807232639122 }, { "x": 50, "y": 0.057251782 }, { "x": 55, "y": 0.062374309 }, { "x": 60, "y": 0.06735658 }, { "x": 65, "y": 0.072206445 }, { "x": 70, "y": 0.076931248 }, { "x": 75, "y": 0.081537814 }, { "x": 80, "y": 0.08603246 }, { "x": 85, "y": 0.090421026 }, { "x": 90, "y": 0.094708907 }, { "x": 95, "y": 0.098901092 }, { "x": 100, "y": 0.103002198547253 }, { "x": 105, "y": 0.107016506147297 }, { "x": 110, "y": 0.1109479860761 }, { "x": 115, "y": 0.114800330049405 }, { "x": 120, "y": 0.118576975278723 }, { "x": 125, "y": 0.122281127213956 }, { "x": 130, "y": 0.125915779982915 }, { "x": 135, "y": 0.129483734744102 }, { "x": 140, "y": 0.132987616164972 }, { "x": 145, "y": 0.136429887225174 }, { "x": 150, "y": 0.139812862527722 }, { "x": 155, "y": 0.143138720283248 }, { "x": 160, "y": 0.146409513114967 }, { "x": 165, "y": 0.149627177815519 }, { "x": 170, "y": 0.152793544171672 }, { "x": 175, "y": 0.155910342959328 }, { "x": 180, "y": 0.1589792131991 }, { "x": 185, "y": 0.162001708752015 }, { "x": 190, "y": 0.164979304325484 }, { "x": 195, "y": 0.167913400951354 }, { "x": 200, "y": 0.170805330990666 }, { "x": 205, "y": 0.173656362713331 }, { "x": 210, "y": 0.176467704495442 }, { "x": 215, "y": 0.17924050867203 }, { "x": 220, "y": 0.181975875078858 }, { "x": 225, "y": 0.184674854313083 }, { "x": 230, "y": 0.187338450739364 }, { "x": 235, "y": 0.189967625265105 }, { "x": 240, "y": 0.192563297905998 }, { "x": 245, "y": 0.195126350160801 }, { "x": 250, "y": 0.197657627212303 }, { "x": 255, "y": 0.200157939969726 }, { "x": 260, "y": 0.202628066966225 }, { "x": 265, "y": 0.20506875612382 }, { "x": 270, "y": 0.207480726396873 }, { "x": 275, "y": 0.209864669304135 }, { "x": 280, "y": 0.212221250358436 }, { "x": 285, "y": 0.214551110402238 }, { "x": 290, "y": 0.2168548668565 }, { "x": 295, "y": 0.219133114889622 }, { "x": 300, "y": 0.221386428512614 }, { "x": 305, "y": 0.223615361606106 }, { "x": 310, "y": 0.225820448884296 }, { "x": 315, "y": 0.228002206800501 }, { "x": 320, "y": 0.230161134398574 }, { "x": 325, "y": 0.232297714114084 }, { "x": 330, "y": 0.234412412528837 }, { "x": 335, "y": 0.236505681082002 }, { "x": 340, "y": 0.238577956740869 }, { "x": 345, "y": 0.24062966263398 }, { "x": 350, "y": 0.242661208649205 }, { "x": 355, "y": 0.244672991999079 }, { "x": 360, "y": 0.246665397755581 }, { "x": 365, "y": 0.248638799356342 }, { "x": 370, "y": 0.250593559084119 }, { "x": 375, "y": 0.252530028521254 }, { "x": 380, "y": 0.254448548980673 }, { "x": 385, "y": 0.256349451914909 }, { "x": 390, "y": 0.258233059304483 }, { "x": 395, "y": 0.260099684026919 }, { "x": 400, "y": 0.261949630207541 }, { "x": 405, "y": 0.263783193553156 }, { "x": 410, "y": 0.265600661669619 }, { "x": 415, "y": 0.267402314364224 }, { "x": 420, "y": 0.269188423933803 }, { "x": 425, "y": 0.270959255439342 }, { "x": 430, "y": 0.272715066967875 }, { "x": 435, "y": 0.274456109882379 }, { "x": 440, "y": 0.276182629060326 }, { "x": 445, "y": 0.277894863121511 }, { "x": 450, "y": 0.279593044645749 }, { "x": 455, "y": 0.281277400380978 }, { "x": 460, "y": 0.282948151442282 }, { "x": 465, "y": 0.284605513502314 }, { "x": 470, "y": 0.286249696973562 }, { "x": 475, "y": 0.287880907182888 }, { "x": 480, "y": 0.289499344538733 }, { "x": 485, "y": 0.291105204691364 }, { "x": 490, "y": 0.292698678686499 }, { "x": 495, "y": 0.294279953112664 }, { "x": 500, "y": 0.295849210242572 }, { "x": 505, "y": 0.297406628168825 }, { "x": 510, "y": 0.298952380934215 }, { "x": 515, "y": 0.300486638656882 }, { "x": 520, "y": 0.302009567650573 }, { "x": 525, "y": 0.30352133054024 }, { "x": 530, "y": 0.305022086373189 }, { "x": 535, "y": 0.30651199072599 }, { "x": 540, "y": 0.307991195807342 }, { "x": 545, "y": 0.309459850557081 }, { "x": 550, "y": 0.310918100741503 }, { "x": 555, "y": 0.312366089045169 }, { "x": 560, "y": 0.313803955159347 }, { "x": 565, "y": 0.315231835867247 }, { "x": 570, "y": 0.316649865 }, { "x": 575, "y": 0.318058174146772 }, { "x": 580, "y": 0.319456891469397 }, { "x": 585, "y": 0.320846143037882 }, { "x": 590, "y": 0.322226052270657 }, { "x": 595, "y": 0.323596740129443 }, { "x": 600, "y": 0.324958325185563 } ] }, { "id": 1373, "curve_id": "L8.15", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Zhu et al. (2023)", "source_detail": "Zhu, W., Liu, K., Wang, M., Nirandjan, S., and Koks, E. E.: Improved assessment of rainfall-induced railway infrastructure risk in China using empirical data, Natural Hazards, 115, 1525–1548, https://doi.org/10.1007/s11069-022-05605-3, 2023.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 7.8099999673467355, "sigma": 2.5699999616615621, "method": "Curve fitting", "mu_sigma_quality": 0.99999999999999989, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=7.810, σ=2.570, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Precipitation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+A)", "geography": "East China, China", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 5, "y": 0.007918074 }, { "x": 10, "y": 0.0160580347955269 }, { "x": 15, "y": 0.0235614194317395 }, { "x": 20, "y": 0.0305165265206974 }, { "x": 25, "y": 0.03701486 }, { "x": 30, "y": 0.043127952 }, { "x": 35, "y": 0.04891089 }, { "x": 40, "y": 0.0544067665258576 }, { "x": 45, "y": 0.059649952 }, { "x": 50, "y": 0.064668372 }, { "x": 55, "y": 0.069485088 }, { "x": 60, "y": 0.074119413 }, { "x": 65, "y": 0.078587726 }, { "x": 70, "y": 0.082904065 }, { "x": 75, "y": 0.087080576 }, { "x": 80, "y": 0.091127858 }, { "x": 85, "y": 0.095055227 }, { "x": 90, "y": 0.098870928 }, { "x": 95, "y": 0.102582298358796 }, { "x": 100, "y": 0.106195908625552 }, { "x": 105, "y": 0.109717666989371 }, { "x": 110, "y": 0.113152911999684 }, { "x": 115, "y": 0.116506487011268 }, { "x": 120, "y": 0.119782802768666 }, { "x": 125, "y": 0.12298589 }, { "x": 130, "y": 0.126119444514305 }, { "x": 135, "y": 0.129186864362894 }, { "x": 140, "y": 0.13219128338464 }, { "x": 145, "y": 0.135135598891876 }, { "x": 150, "y": 0.138022496137183 }, { "x": 155, "y": 0.140854469528641 }, { "x": 160, "y": 0.143633841173925 }, { "x": 165, "y": 0.146362777155477 }, { "x": 170, "y": 0.149043301868993 }, { "x": 175, "y": 0.15167731070119 }, { "x": 180, "y": 0.154266581277323 }, { "x": 185, "y": 0.156812783471865 }, { "x": 190, "y": 0.15931748834548 }, { "x": 195, "y": 0.161782176146463 }, { "x": 200, "y": 0.164208243494202 }, { "x": 205, "y": 0.16659701 }, { "x": 210, "y": 0.168949723326897 }, { "x": 215, "y": 0.171267566015986 }, { "x": 220, "y": 0.173551658720919 }, { "x": 225, "y": 0.175803065328361 }, { "x": 230, "y": 0.178022796759229 }, { "x": 235, "y": 0.18021181457721 }, { "x": 240, "y": 0.182371034286397 }, { "x": 245, "y": 0.184501328350283 }, { "x": 250, "y": 0.186603528960464 }, { "x": 255, "y": 0.188678430580027 }, { "x": 260, "y": 0.190726792283719 }, { "x": 265, "y": 0.192749339914455 }, { "x": 270, "y": 0.19474676807353 }, { "x": 275, "y": 0.196719741959991 }, { "x": 280, "y": 0.198668899072944 }, { "x": 285, "y": 0.200594850789122 }, { "x": 290, "y": 0.202498183826712 }, { "x": 295, "y": 0.204379461605355 }, { "x": 300, "y": 0.206239225511176 }, { "x": 305, "y": 0.208077996074859 }, { "x": 310, "y": 0.209896274069978 }, { "x": 315, "y": 0.211694541538082 }, { "x": 320, "y": 0.213473262746439 }, { "x": 325, "y": 0.215232885083776 }, { "x": 330, "y": 0.216973839898857 }, { "x": 335, "y": 0.2186965432863 }, { "x": 340, "y": 0.220401396823646 }, { "x": 345, "y": 0.22208878826332 }, { "x": 350, "y": 0.22375909218283 }, { "x": 355, "y": 0.225412670596234 }, { "x": 360, "y": 0.227049873529673 }, { "x": 365, "y": 0.228671039563503 }, { "x": 370, "y": 0.230276496343389 }, { "x": 375, "y": 0.23186656106249 }, { "x": 380, "y": 0.233441540916711 }, { "x": 385, "y": 0.235001733534852 }, { "x": 390, "y": 0.236547427385306 }, { "x": 395, "y": 0.238078902160871 }, { "x": 400, "y": 0.239596429143086 }, { "x": 405, "y": 0.241100271547403 }, { "x": 410, "y": 0.242590684850431 }, { "x": 415, "y": 0.244067917100357 }, { "x": 420, "y": 0.245532209211604 }, { "x": 425, "y": 0.246983795244681 }, { "x": 430, "y": 0.248422902672133 }, { "x": 435, "y": 0.249849752631425 }, { "x": 440, "y": 0.251264560165524 }, { "x": 445, "y": 0.252667534451923 }, { "x": 450, "y": 0.254058879020755 }, { "x": 455, "y": 0.25543879196264 }, { "x": 460, "y": 0.256807466126853 }, { "x": 465, "y": 0.258165089310332 }, { "x": 470, "y": 0.259511844438074 }, { "x": 475, "y": 0.260847909735364 }, { "x": 480, "y": 0.262173458892297 }, { "x": 485, "y": 0.263488661221009 }, { "x": 490, "y": 0.264793681806004 }, { "x": 495, "y": 0.266088681647945 }, { "x": 500, "y": 0.267373817801259 }, { "x": 505, "y": 0.26864924350586 }, { "x": 510, "y": 0.269915108313316 }, { "x": 515, "y": 0.271171558207729 }, { "x": 520, "y": 0.272418735721599 }, { "x": 525, "y": 0.273656780046923 }, { "x": 530, "y": 0.27488582714177 }, { "x": 535, "y": 0.276106009832549 }, { "x": 540, "y": 0.277317457912187 }, { "x": 545, "y": 0.278520298234404 }, { "x": 550, "y": 0.279714654804288 }, { "x": 555, "y": 0.280900648865329 }, { "x": 560, "y": 0.282078398983092 }, { "x": 565, "y": 0.283248021125681 }, { "x": 570, "y": 0.28440962874114 }, { "x": 575, "y": 0.285563332831938 }, { "x": 580, "y": 0.286709242026667 }, { "x": 585, "y": 0.287847462649077 }, { "x": 590, "y": 0.288978098784577 }, { "x": 595, "y": 0.290101252344299 }, { "x": 600, "y": 0.291217023126848 } ] }, { "id": 1374, "curve_id": "L8.16", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Zhu et al. (2023)", "source_detail": "Zhu, W., Liu, K., Wang, M., Nirandjan, S., and Koks, E. E.: Improved assessment of rainfall-induced railway infrastructure risk in China using empirical data, Natural Hazards, 115, 1525–1548, https://doi.org/10.1007/s11069-022-05605-3, 2023.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 7.7099999896979208, "sigma": 2.4499999878661369, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=7.710, σ=2.450, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Precipitation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+A)", "geography": "Central & North China, China", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 5, "y": 0.006386699 }, { "x": 10, "y": 0.0136532531302823 }, { "x": 15, "y": 0.0205950089290362 }, { "x": 20, "y": 0.027165329 }, { "x": 25, "y": 0.033392965 }, { "x": 30, "y": 0.0393146681222956 }, { "x": 35, "y": 0.044964126 }, { "x": 40, "y": 0.0503703072748414 }, { "x": 45, "y": 0.0555577795718462 }, { "x": 50, "y": 0.0605473967754684 }, { "x": 55, "y": 0.065356962 }, { "x": 60, "y": 0.070001786 }, { "x": 65, "y": 0.074495133 }, { "x": 70, "y": 0.078848581 }, { "x": 75, "y": 0.083072304 }, { "x": 80, "y": 0.087175299 }, { "x": 85, "y": 0.091165568 }, { "x": 90, "y": 0.095050267 }, { "x": 95, "y": 0.098835825 }, { "x": 100, "y": 0.102528045859795 }, { "x": 105, "y": 0.106132191003398 }, { "x": 110, "y": 0.10965304640764 }, { "x": 115, "y": 0.113094982500198 }, { "x": 120, "y": 0.116462003013196 }, { "x": 125, "y": 0.119757786966495 }, { "x": 130, "y": 0.122985724634109 }, { "x": 135, "y": 0.126148948517059 }, { "x": 140, "y": 0.129250360146779 }, { "x": 145, "y": 0.13229265338722 }, { "x": 150, "y": 0.135278334780816 }, { "x": 155, "y": 0.138209741385838 }, { "x": 160, "y": 0.141089056474601 }, { "x": 165, "y": 0.143918323399269 }, { "x": 170, "y": 0.146699457881197 }, { "x": 175, "y": 0.149434258938459 }, { "x": 180, "y": 0.152124418632412 }, { "x": 185, "y": 0.154771530786334 }, { "x": 190, "y": 0.157377098806222 }, { "x": 195, "y": 0.159942542714741 }, { "x": 200, "y": 0.162469205493404 }, { "x": 205, "y": 0.16495835881475 }, { "x": 210, "y": 0.167411208235033 }, { "x": 215, "y": 0.1698288979085 }, { "x": 220, "y": 0.172212514876272 }, { "x": 225, "y": 0.174563092976036 }, { "x": 230, "y": 0.176881616412901 }, { "x": 235, "y": 0.179169023 }, { "x": 240, "y": 0.181426207287376 }, { "x": 245, "y": 0.183654023044102 }, { "x": 250, "y": 0.185853286055155 }, { "x": 255, "y": 0.188024776317067 }, { "x": 260, "y": 0.19016924021375 }, { "x": 265, "y": 0.192287392501883 }, { "x": 270, "y": 0.19437991814769 }, { "x": 275, "y": 0.196447474028504 }, { "x": 280, "y": 0.198490690511155 }, { "x": 285, "y": 0.200510172917922 }, { "x": 290, "y": 0.202506502889723 }, { "x": 295, "y": 0.204480239655242 }, { "x": 300, "y": 0.206431921213826 }, { "x": 305, "y": 0.20836206543922 }, { "x": 310, "y": 0.210271171110553 }, { "x": 315, "y": 0.212159718876351 }, { "x": 320, "y": 0.214028172156836 }, { "x": 325, "y": 0.215876977989289 }, { "x": 330, "y": 0.217706567820814 }, { "x": 335, "y": 0.219517358252453 }, { "x": 340, "y": 0.221309751738265 }, { "x": 345, "y": 0.223084137242662 }, { "x": 350, "y": 0.224840891 }, { "x": 355, "y": 0.226580376392256 }, { "x": 360, "y": 0.228302946 }, { "x": 365, "y": 0.230008940251152 }, { "x": 370, "y": 0.231698689533788 }, { "x": 375, "y": 0.233372513598403 }, { "x": 380, "y": 0.235030722454117 }, { "x": 385, "y": 0.236673616690044 }, { "x": 390, "y": 0.238301487866528 }, { "x": 395, "y": 0.239914618885764 }, { "x": 400, "y": 0.241513284343134 }, { "x": 405, "y": 0.243097750860461 }, { "x": 410, "y": 0.244668277402315 }, { "x": 415, "y": 0.246225115576403 }, { "x": 420, "y": 0.247768509919023 }, { "x": 425, "y": 0.24929869816647 }, { "x": 430, "y": 0.250815911513237 }, { "x": 435, "y": 0.252320374857786 }, { "x": 440, "y": 0.253812307036613 }, { "x": 445, "y": 0.255291921047274 }, { "x": 450, "y": 0.256759424261023 }, { "x": 455, "y": 0.258215018625615 }, { "x": 460, "y": 0.259658900858859 }, { "x": 465, "y": 0.2610912626334 }, { "x": 470, "y": 0.262512290753237 }, { "x": 475, "y": 0.263922167322406 }, { "x": 480, "y": 0.265321069906253 }, { "x": 485, "y": 0.266709171685701 }, { "x": 490, "y": 0.268086641604865 }, { "x": 495, "y": 0.269453644512365 }, { "x": 500, "y": 0.270810341296676 }, { "x": 505, "y": 0.272156889015798 }, { "x": 510, "y": 0.273493441021553 }, { "x": 515, "y": 0.274820147 }, { "x": 520, "y": 0.276137153479584 }, { "x": 525, "y": 0.277444603153205 }, { "x": 530, "y": 0.278742635771173 }, { "x": 535, "y": 0.280031388 }, { "x": 540, "y": 0.281310992840947 }, { "x": 545, "y": 0.282581581238154 }, { "x": 550, "y": 0.283843280653638 }, { "x": 555, "y": 0.285096215910991 }, { "x": 560, "y": 0.286340509126944 }, { "x": 565, "y": 0.287576279791272 }, { "x": 570, "y": 0.288803645 }, { "x": 575, "y": 0.290022718748013 }, { "x": 580, "y": 0.291233613563315 }, { "x": 585, "y": 0.292436439012845 }, { "x": 590, "y": 0.293631302550185 }, { "x": 595, "y": 0.294818309423137 }, { "x": 600, "y": 0.295997562735315 } ] }, { "id": 1375, "curve_id": "L8.17", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Zhu et al. (2023)", "source_detail": "Zhu, W., Liu, K., Wang, M., Nirandjan, S., and Koks, E. E.: Improved assessment of rainfall-induced railway infrastructure risk in China using empirical data, Natural Hazards, 115, 1525–1548, https://doi.org/10.1007/s11069-022-05605-3, 2023.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 7.1899999999990207, "sigma": 2.0699999999987058, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=7.190, σ=2.070, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Precipitation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+A)", "geography": "Northeast China, China", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 5, "y": 0.003509687 }, { "x": 10, "y": 0.009111145 }, { "x": 15, "y": 0.0151864487536455 }, { "x": 20, "y": 0.0213713123606379 }, { "x": 25, "y": 0.027529048 }, { "x": 30, "y": 0.033599599 }, { "x": 35, "y": 0.039555261 }, { "x": 40, "y": 0.045383787 }, { "x": 45, "y": 0.05108088 }, { "x": 50, "y": 0.056646513 }, { "x": 55, "y": 0.062082986 }, { "x": 60, "y": 0.067393862 }, { "x": 65, "y": 0.072583348 }, { "x": 70, "y": 0.077655939 }, { "x": 75, "y": 0.082616203 }, { "x": 80, "y": 0.087468657 }, { "x": 85, "y": 0.092217692 }, { "x": 90, "y": 0.096867532 }, { "x": 95, "y": 0.101422211492884 }, { "x": 100, "y": 0.10588557091398 }, { "x": 105, "y": 0.110261251842417 }, { "x": 110, "y": 0.114552703203239 }, { "x": 115, "y": 0.118763187895073 }, { "x": 120, "y": 0.122895791399498 }, { "x": 125, "y": 0.126953431169669 }, { "x": 130, "y": 0.130938866274794 }, { "x": 135, "y": 0.134854706968179 }, { "x": 140, "y": 0.138703423972942 }, { "x": 145, "y": 0.142487357363237 }, { "x": 150, "y": 0.146208724974309 }, { "x": 155, "y": 0.149869630311245 }, { "x": 160, "y": 0.15347206995013 }, { "x": 165, "y": 0.157017940440571 }, { "x": 170, "y": 0.160509044727964 }, { "x": 175, "y": 0.16394709811947 }, { "x": 180, "y": 0.16733373382051 }, { "x": 185, "y": 0.170670508069784 }, { "x": 190, "y": 0.173958905 }, { "x": 195, "y": 0.177200340557075 }, { "x": 200, "y": 0.180396167587413 }, { "x": 205, "y": 0.183547678645304 }, { "x": 210, "y": 0.186656110016085 }, { "x": 215, "y": 0.189722644892957 }, { "x": 220, "y": 0.192748416421819 }, { "x": 225, "y": 0.195734510533207 }, { "x": 230, "y": 0.198681968578182 }, { "x": 235, "y": 0.201591789783635 }, { "x": 240, "y": 0.204464933541182 }, { "x": 245, "y": 0.207302321542659 }, { "x": 250, "y": 0.210104839774104 }, { "x": 255, "y": 0.212873340379127 }, { "x": 260, "y": 0.215608643401651 }, { "x": 265, "y": 0.218311538417144 }, { "x": 270, "y": 0.220982786060722 }, { "x": 275, "y": 0.223623119459776 }, { "x": 280, "y": 0.226233245578161 }, { "x": 285, "y": 0.228813846478376 }, { "x": 290, "y": 0.231365581 }, { "x": 295, "y": 0.233889083413489 }, { "x": 300, "y": 0.236384969393245 }, { "x": 305, "y": 0.238853832083041 }, { "x": 310, "y": 0.241296245489518 }, { "x": 315, "y": 0.243712764868757 }, { "x": 320, "y": 0.246103927555801 }, { "x": 325, "y": 0.24847025374811 }, { "x": 330, "y": 0.250812247246002 }, { "x": 335, "y": 0.2531303961529 }, { "x": 340, "y": 0.25542517353799 }, { "x": 345, "y": 0.257697038063706 }, { "x": 350, "y": 0.259946434580275 }, { "x": 355, "y": 0.262173794689392 }, { "x": 360, "y": 0.264379537278942 }, { "x": 365, "y": 0.266564069030558 }, { "x": 370, "y": 0.268727784901665 }, { "x": 375, "y": 0.270871068583544 }, { "x": 380, "y": 0.272994292936863 }, { "x": 385, "y": 0.275097820405982 }, { "x": 390, "y": 0.277182003413296 }, { "x": 395, "y": 0.279247184734763 }, { "x": 400, "y": 0.28129369785769 }, { "x": 405, "y": 0.283321867321791 }, { "x": 410, "y": 0.28533200904446 }, { "x": 415, "y": 0.287324430631131 }, { "x": 420, "y": 0.289299431671547 }, { "x": 425, "y": 0.291257304022714 }, { "x": 430, "y": 0.293198332 }, { "x": 435, "y": 0.295122793031859 }, { "x": 440, "y": 0.29703095711438 }, { "x": 445, "y": 0.298923087840329 }, { "x": 450, "y": 0.300799442229153 }, { "x": 455, "y": 0.302660271022937 }, { "x": 460, "y": 0.304505818893968 }, { "x": 465, "y": 0.306336324643643 }, { "x": 470, "y": 0.308152021393152 }, { "x": 475, "y": 0.309953136766346 }, { "x": 480, "y": 0.311739893065175 }, { "x": 485, "y": 0.313512507438061 }, { "x": 490, "y": 0.315271192041547 }, { "x": 495, "y": 0.317016154195549 }, { "x": 500, "y": 0.318747596532515 }, { "x": 505, "y": 0.320465717140779 }, { "x": 510, "y": 0.322170709702376 }, { "x": 515, "y": 0.323862763625593 }, { "x": 520, "y": 0.325542064172479 }, { "x": 525, "y": 0.327208792581556 }, { "x": 530, "y": 0.328863126185951 }, { "x": 535, "y": 0.330505238527146 }, { "x": 540, "y": 0.332135299464548 }, { "x": 545, "y": 0.333753475 }, { "x": 550, "y": 0.335359928784859 }, { "x": 555, "y": 0.336954819407452 }, { "x": 560, "y": 0.338538303298328 }, { "x": 565, "y": 0.340110533416199 }, { "x": 570, "y": 0.34167165961706 }, { "x": 575, "y": 0.343221828739187 }, { "x": 580, "y": 0.34476118468519 }, { "x": 585, "y": 0.346289868501255 }, { "x": 590, "y": 0.347808018453686 }, { "x": 595, "y": 0.349315770102856 }, { "x": 600, "y": 0.350813256374684 } ] }, { "id": 1376, "curve_id": "L8.18", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Railways", "ci_detail": "", "source_type": "Peer-reviewed", "source_abbrev": "Zhu et al. (2023)", "source_detail": "Zhu, W., Liu, K., Wang, M., Nirandjan, S., and Koks, E. E.: Improved assessment of rainfall-induced railway infrastructure risk in China using empirical data, Natural Hazards, 115, 1525–1548, https://doi.org/10.1007/s11069-022-05605-3, 2023.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 7.5799999974357348, "sigma": 2.8499999964733114, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=7.580, σ=2.850, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "Precipitation", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (E+A)", "geography": "Northwest China, China", "hazard_type": "Landslide", "num_points": 121, "data_points": [ { "x": 0, "y": 0 }, { "x": 5, "y": 0.018088427 }, { "x": 10, "y": 0.032032695 }, { "x": 15, "y": 0.043683251 }, { "x": 20, "y": 0.0538612177467957 }, { "x": 25, "y": 0.062981264 }, { "x": 30, "y": 0.071290568 }, { "x": 35, "y": 0.078951637 }, { "x": 40, "y": 0.086078533 }, { "x": 45, "y": 0.092755163 }, { "x": 50, "y": 0.099045493 }, { "x": 55, "y": 0.104999660884659 }, { "x": 60, "y": 0.110657861671286 }, { "x": 65, "y": 0.116052924444737 }, { "x": 70, "y": 0.121212082260451 }, { "x": 75, "y": 0.126158228388631 }, { "x": 80, "y": 0.130910829723788 }, { "x": 85, "y": 0.135486605868392 }, { "x": 90, "y": 0.139900043710346 }, { "x": 95, "y": 0.144163794 }, { "x": 100, "y": 0.148288980906894 }, { "x": 105, "y": 0.152285448591836 }, { "x": 110, "y": 0.156161957174286 }, { "x": 115, "y": 0.159926342742076 }, { "x": 120, "y": 0.163585647765056 }, { "x": 125, "y": 0.167146228794215 }, { "x": 130, "y": 0.170613846052976 }, { "x": 135, "y": 0.173993738515337 }, { "x": 140, "y": 0.177290687249753 }, { "x": 145, "y": 0.180509069198711 }, { "x": 150, "y": 0.183652903104245 }, { "x": 155, "y": 0.186725888938964 }, { "x": 160, "y": 0.189731441932066 }, { "x": 165, "y": 0.19267272206987 }, { "x": 170, "y": 0.195552659785906 }, { "x": 175, "y": 0.19837397842562 }, { "x": 180, "y": 0.201139213967359 }, { "x": 185, "y": 0.203850732398458 }, { "x": 190, "y": 0.206510745078422 }, { "x": 195, "y": 0.209121322367022 }, { "x": 200, "y": 0.211684405750853 }, { "x": 205, "y": 0.214201818665638 }, { "x": 210, "y": 0.216675276181628 }, { "x": 215, "y": 0.219106393694615 }, { "x": 220, "y": 0.221496694744463 }, { "x": 225, "y": 0.223847618065742 }, { "x": 230, "y": 0.226160523960578 }, { "x": 235, "y": 0.22843670007159 }, { "x": 240, "y": 0.230677366622405 }, { "x": 245, "y": 0.232883681184484 }, { "x": 250, "y": 0.235056743021468 }, { "x": 255, "y": 0.237197597055839 }, { "x": 260, "y": 0.239307237497191 }, { "x": 265, "y": 0.241386611166664 }, { "x": 270, "y": 0.243436620548008 }, { "x": 275, "y": 0.24545812659219 }, { "x": 280, "y": 0.247451951299395 }, { "x": 285, "y": 0.249418880099582 }, { "x": 290, "y": 0.251359664050431 }, { "x": 295, "y": 0.253275021869467 }, { "x": 300, "y": 0.255165641815355 }, { "x": 305, "y": 0.25703218343179 }, { "x": 310, "y": 0.258875279166011 }, { "x": 315, "y": 0.260695535872751 }, { "x": 320, "y": 0.262493536213349 }, { "x": 325, "y": 0.26426983995879 }, { "x": 330, "y": 0.266024985204583 }, { "x": 335, "y": 0.267759489504645 }, { "x": 340, "y": 0.269473850930658 }, { "x": 345, "y": 0.271168549062788 }, { "x": 350, "y": 0.272844045917092 }, { "x": 355, "y": 0.274500786814491 }, { "x": 360, "y": 0.276139201195698 }, { "x": 365, "y": 0.27775970338617 }, { "x": 370, "y": 0.27936269331474 }, { "x": 375, "y": 0.280948557189303 }, { "x": 380, "y": 0.282517668132654 }, { "x": 385, "y": 0.284070386781269 }, { "x": 390, "y": 0.285607062 }, { "x": 395, "y": 0.28712803066265 }, { "x": 400, "y": 0.28863361965778 }, { "x": 405, "y": 0.290124144859852 }, { "x": 410, "y": 0.291599912329464 }, { "x": 415, "y": 0.293061218587258 }, { "x": 420, "y": 0.294508351015451 }, { "x": 425, "y": 0.29594158823812 }, { "x": 430, "y": 0.297361200481586 }, { "x": 435, "y": 0.298767449916152 }, { "x": 440, "y": 0.30016059098035 }, { "x": 445, "y": 0.301540870688786 }, { "x": 450, "y": 0.302908528924559 }, { "x": 455, "y": 0.304263798717204 }, { "x": 460, "y": 0.30560690650701 }, { "x": 465, "y": 0.306938072396517 }, { "x": 470, "y": 0.308257510389942 }, { "x": 475, "y": 0.309565428621229 }, { "x": 480, "y": 0.310862029571374 }, { "x": 485, "y": 0.312147510275632 }, { "x": 490, "y": 0.31342206252117 }, { "x": 495, "y": 0.314685873035696 }, { "x": 500, "y": 0.315939123667567 }, { "x": 505, "y": 0.317181991557828 }, { "x": 510, "y": 0.318414649304619 }, { "x": 515, "y": 0.319637265120371 }, { "x": 520, "y": 0.320850002982145 }, { "x": 525, "y": 0.322053022775504 }, { "x": 530, "y": 0.32324648043223 }, { "x": 535, "y": 0.32443052806221 }, { "x": 540, "y": 0.325605314079793 }, { "x": 545, "y": 0.326770983324888 }, { "x": 550, "y": 0.327927677179077 }, { "x": 555, "y": 0.329075533676976 }, { "x": 560, "y": 0.330214687613094 }, { "x": 565, "y": 0.331345270644392 }, { "x": 570, "y": 0.332467411388767 }, { "x": 575, "y": 0.333581235519642 }, { "x": 580, "y": 0.334686865856859 }, { "x": 585, "y": 0.335784422454034 }, { "x": 590, "y": 0.336874022682558 }, { "x": 595, "y": 0.337955781312383 }, { "x": 600, "y": 0.339029810589754 } ] }, { "id": 1377, "curve_id": "L8.2", "sector": "Transportation", "ci_type": "Railway", "ci_desc": "Fuel facility", "ci_detail": "with buried tanks", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 5.2844427510317074, "sigma": 1.4970395535554122, "method": "Curve fitting", "mu_sigma_quality": 0.99096362184446651, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=5.284, σ=1.497, R²=0.991; Mu/sigma can be used for reconstruction (quality: 0.991); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Expert Opinion", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 5.308943E-08 }, { "x": 2, "y": 1.736130792E-05 }, { "x": 3, "y": 0.00022375313033 }, { "x": 4, "y": 0.0009629301898 }, { "x": 5, "y": 0.00246881658847 }, { "x": 6, "y": 0.00475039569817 }, { "x": 7, "y": 0.0076718369012 }, { "x": 8, "y": 0.01105347328378 }, { "x": 9, "y": 0.01472956294563 }, { "x": 10, "y": 0.01856883607796 }, { "x": 11, "y": 0.0224758879122 }, { "x": 12, "y": 0.02638562909262 }, { "x": 13, "y": 0.03025656168861 }, { "x": 14, "y": 0.03406491911583 }, { "x": 15, "y": 0.03780006076025 }, { "x": 16, "y": 0.04146095224156 }, { "x": 17, "y": 0.04505345908302 }, { "x": 18, "y": 0.04858822778262 }, { "x": 19, "y": 0.05207899950941 }, { "x": 20, "y": 0.05554125837125 }, { "x": 21, "y": 0.05899115242412 }, { "x": 22, "y": 0.06244464577531 }, { "x": 23, "y": 0.06591687021849 }, { "x": 24, "y": 0.06942164949284 }, { "x": 25, "y": 0.07297117146682 }, { "x": 26, "y": 0.07657578496836 }, { "x": 27, "y": 0.08024389939993 }, { "x": 28, "y": 0.0839819669646 }, { "x": 29, "y": 0.08779452930391 }, { "x": 30, "y": 0.09168431251507 }, { "x": 31, "y": 0.09565235675156 }, { "x": 32, "y": 0.09969816880488 }, { "x": 33, "y": 0.10381988813192 }, { "x": 34, "y": 0.10801445867503 }, { "x": 35, "y": 0.11227780049003 }, { "x": 36, "y": 0.11660497664097 }, { "x": 37, "y": 0.12099035204288 }, { "x": 38, "y": 0.12542774194914 }, { "x": 39, "y": 0.1299105486073 }, { "x": 40, "y": 0.13443188526803 }, { "x": 41, "y": 0.13898468724924 }, { "x": 42, "y": 0.14356181015251 }, { "x": 43, "y": 0.14815611562257 }, { "x": 44, "y": 0.15276054524995 }, { "x": 45, "y": 0.15736818335935 }, { "x": 46, "y": 0.16197230951404 }, { "x": 47, "y": 0.16656644161265 }, { "x": 48, "y": 0.17114437046774 }, { "x": 49, "y": 0.17570018674475 }, { "x": 50, "y": 0.18022830111089 }, { "x": 51, "y": 0.18472345840179 }, { "x": 52, "y": 0.18918074656444 }, { "x": 53, "y": 0.19359560107981 }, { "x": 54, "y": 0.19796380551137 }, { "x": 55, "y": 0.20228148876827 }, { "x": 56, "y": 0.20654511961491 }, { "x": 57, "y": 0.21075149890411 }, { "x": 58, "y": 0.21489774995899 }, { "x": 59, "y": 0.2189813074798 }, { "x": 60, "y": 0.2229999053068 }, { "x": 61, "y": 0.22695156332814 }, { "x": 62, "y": 0.23083457378401 }, { "x": 63, "y": 0.23464748718316 }, { "x": 64, "y": 0.23838909801716 }, { "x": 65, "y": 0.24205843042929 }, { "x": 66, "y": 0.24565472397031 }, { "x": 67, "y": 0.2491774195509 }, { "x": 68, "y": 0.25262614568111 }, { "x": 69, "y": 0.25600070507004 }, { "x": 70, "y": 0.25930106164347 }, { "x": 71, "y": 0.26252732802471 }, { "x": 72, "y": 0.265679753512 }, { "x": 73, "y": 0.26875871257637 }, { "x": 74, "y": 0.27176469389541 }, { "x": 75, "y": 0.27469828993125 }, { "x": 76, "y": 0.2775601870552 }, { "x": 77, "y": 0.28035115621629 }, { "x": 78, "y": 0.283072044147 }, { "x": 79, "y": 0.28572376509589 }, { "x": 80, "y": 0.28830729307414 }, { "x": 81, "y": 0.29082365460106 }, { "x": 82, "y": 0.29327392193145 }, { "x": 83, "y": 0.29565920674699 }, { "x": 84, "y": 0.29798065429254 }, { "x": 85, "y": 0.3002394379379 }, { "x": 86, "y": 0.30243675414495 }, { "x": 87, "y": 0.30457381782041 }, { "x": 88, "y": 0.30665185803416 }, { "x": 89, "y": 0.30867211408348 }, { "x": 90, "y": 0.31063583188391 }, { "x": 91, "y": 0.31254426066777 }, { "x": 92, "y": 0.31439864997212 }, { "x": 93, "y": 0.3162002468984 }, { "x": 94, "y": 0.31795029362653 }, { "x": 95, "y": 0.31965002516718 }, { "x": 96, "y": 0.32130066733652 }, { "x": 97, "y": 0.3229034349382 }, { "x": 98, "y": 0.32445953013855 }, { "x": 99, "y": 0.32597014102118 }, { "x": 100, "y": 0.32743644030821 }, { "x": 101, "y": 0.32885958423587 }, { "x": 102, "y": 0.33024071157298 }, { "x": 103, "y": 0.33158094277138 }, { "x": 104, "y": 0.33288137923821 }, { "x": 105, "y": 0.33414310272019 }, { "x": 106, "y": 0.33536717479113 }, { "x": 107, "y": 0.33655463643395 }, { "x": 108, "y": 0.33770650770954 }, { "x": 109, "y": 0.33882378750476 }, { "x": 110, "y": 0.3399074533529 }, { "x": 111, "y": 0.34095846132004 }, { "x": 112, "y": 0.3419777459513 }, { "x": 113, "y": 0.34296622027131 }, { "x": 114, "y": 0.34392477583391 }, { "x": 115, "y": 0.34485428281593 }, { "x": 116, "y": 0.34575559015093 }, { "x": 117, "y": 0.34662952569842 }, { "x": 118, "y": 0.34747689644491 }, { "x": 119, "y": 0.3482984887332 }, { "x": 120, "y": 0.34909506851661 }, { "x": 121, "y": 0.34986738163514 }, { "x": 122, "y": 0.35061615411075 }, { "x": 123, "y": 0.35134209245926 }, { "x": 124, "y": 0.35204588401642 }, { "x": 125, "y": 0.35272819727613 } ] }, { "id": 1378, "curve_id": "L9.1", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Runways", "ci_detail": "Paved", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 2.2202767397237158, "sigma": 1.00667735943625, "method": "Curve fitting", "mu_sigma_quality": 0.99915938130005022, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.220, σ=1.007, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0.01506544336759 }, { "x": 2, "y": 0.08815273107631 }, { "x": 3, "y": 0.16389064681541 }, { "x": 4, "y": 0.22700785439375 }, { "x": 5, "y": 0.28314980958802 }, { "x": 6, "y": 0.33619040214507 }, { "x": 7, "y": 0.38706277651805 }, { "x": 8, "y": 0.43544642141989 }, { "x": 9, "y": 0.48079525834465 }, { "x": 10, "y": 0.52272400030487 }, { "x": 11, "y": 0.56108285023963 }, { "x": 12, "y": 0.5959186188365 }, { "x": 13, "y": 0.62741047004704 }, { "x": 14, "y": 0.65581250857101 }, { "x": 15, "y": 0.68141140394549 }, { "x": 16, "y": 0.7044983496099 }, { "x": 17, "y": 0.72535214465546 }, { "x": 18, "y": 0.74423008319493 }, { "x": 19, "y": 0.76136397073242 }, { "x": 20, "y": 0.77695931681739 }, { "x": 21, "y": 0.79119636909356 }, { "x": 22, "y": 0.80423211506878 }, { "x": 23, "y": 0.81620270209157 }, { "x": 24, "y": 0.82722594469 }, { "x": 25, "y": 0.83740373138116 }, { "x": 26, "y": 0.84682423388901 }, { "x": 27, "y": 0.85556387767732 }, { "x": 28, "y": 0.86368906588383 }, { "x": 29, "y": 0.87125766733413 }, { "x": 30, "y": 0.87832028877443 }, { "x": 31, "y": 0.88492135536055 }, { "x": 32, "y": 0.89110002407322 }, { "x": 33, "y": 0.89689095355198 }, { "x": 34, "y": 0.90232495175415 }, { "x": 35, "y": 0.90742952039781 }, { "x": 36, "y": 0.91222931265662 }, { "x": 37, "y": 0.91674651821449 }, { "x": 38, "y": 0.92100118764562 }, { "x": 39, "y": 0.92501150619416 }, { "x": 40, "y": 0.92879402538844 }, { "x": 41, "y": 0.93236385952463 }, { "x": 42, "y": 0.93573485286932 }, { "x": 43, "y": 0.93891972243534 }, { "x": 44, "y": 0.94193018035383 }, { "x": 45, "y": 0.94477703917407 }, { "x": 46, "y": 0.94747030284939 }, { "x": 47, "y": 0.95001924569316 }, { "x": 48, "y": 0.95243248119722 }, { "x": 49, "y": 0.95471802228198 }, { "x": 50, "y": 0.95688333428105 }, { "x": 51, "y": 0.95893538174347 }, { "x": 52, "y": 0.96088066995594 }, { "x": 53, "y": 0.96272528193788 }, { "x": 54, "y": 0.96447491153915 }, { "x": 55, "y": 0.96613489316855 }, { "x": 56, "y": 0.96771022859715 }, { "x": 57, "y": 0.96920561121088 }, { "x": 58, "y": 0.97062544802911 }, { "x": 59, "y": 0.97197387975826 }, { "x": 60, "y": 0.9732547991093 }, { "x": 61, "y": 0.97447186757514 }, { "x": 62, "y": 0.97562853083586 }, { "x": 63, "y": 0.97672803293684 }, { "x": 64, "y": 0.97777342936496 }, { "x": 65, "y": 0.97876759913196 }, { "x": 66, "y": 0.97971325595991 }, { "x": 67, "y": 0.98061295865222 }, { "x": 68, "y": 0.9814691207234 }, { "x": 69, "y": 0.9822840193525 }, { "x": 70, "y": 0.98305980371756 }, { "x": 71, "y": 0.9837985027625 }, { "x": 72, "y": 0.98450203244207 }, { "x": 73, "y": 0.98517220248619 }, { "x": 74, "y": 0.98581072272054 }, { "x": 75, "y": 0.986419208977 }, { "x": 76, "y": 0.98699918862428 }, { "x": 77, "y": 0.98755210574634 }, { "x": 78, "y": 0.98807932599379 }, { "x": 79, "y": 0.98858214113129 }, { "x": 80, "y": 0.98906177330199 }, { "x": 81, "y": 0.98951937902851 }, { "x": 82, "y": 0.98995605296816 }, { "x": 83, "y": 0.99037283143888 }, { "x": 84, "y": 0.99077069573116 }, { "x": 85, "y": 0.99115057521984 }, { "x": 86, "y": 0.9915133502889 }, { "x": 87, "y": 0.99185985508129 }, { "x": 88, "y": 0.99219088008498 }, { "x": 89, "y": 0.99250717456561 }, { "x": 90, "y": 0.99280944885551 }, { "x": 91, "y": 0.99309837650804 }, { "x": 92, "y": 0.99337459632571 }, { "x": 93, "y": 0.99363871426981 }, { "x": 94, "y": 0.99389130525907 }, { "x": 95, "y": 0.99413291486394 }, { "x": 96, "y": 0.99436406090308 }, { "x": 97, "y": 0.99458523494789 }, { "x": 98, "y": 0.99479690374075 }, { "x": 99, "y": 0.99499951053213 }, { "x": 100, "y": 0.99519347634146 }, { "x": 101, "y": 0.99537920114644 }, { "x": 102, "y": 0.99555706500489 }, { "x": 103, "y": 0.99572742911338 }, { "x": 104, "y": 0.99589063680615 }, { "x": 105, "y": 0.99604701449811 }, { "x": 106, "y": 0.99619687257503 }, { "x": 107, "y": 0.99634050623415 }, { "x": 108, "y": 0.99647819627801 }, { "x": 109, "y": 0.9966102098644 }, { "x": 110, "y": 0.99673680121474 }, { "x": 111, "y": 0.99685821228361 }, { "x": 112, "y": 0.99697467339146 }, { "x": 113, "y": 0.99708640382264 }, { "x": 114, "y": 0.99719361239093 }, { "x": 115, "y": 0.99729649797423 }, { "x": 116, "y": 0.99739525002029 }, { "x": 117, "y": 0.99749004902508 }, { "x": 118, "y": 0.99758106698547 }, { "x": 119, "y": 0.99766846782747 }, { "x": 120, "y": 0.99775240781165 }, { "x": 121, "y": 0.99783303591689 }, { "x": 122, "y": 0.99791049420366 }, { "x": 123, "y": 0.99798491815813 }, { "x": 124, "y": 0.99805643701797 }, { "x": 125, "y": 0.99812517408109 } ] }, { "id": 1379, "curve_id": "L9.2", "sector": "Transportation", "ci_type": "Airports", "ci_desc": "Fuel facility", "ci_detail": "with buried tanks", "source_type": "Technical Manual", "source_abbrev": "FEMA (2020)", "source_detail": "FEMA: Hazus Earthquake Model Technical Manual: Hazus 4.2 SP3, Federal Emergency Management Agency, 436 pp., 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 5.2844427510317074, "sigma": 1.4970395535554122, "method": "Curve fitting", "mu_sigma_quality": 0.99096362184446651, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=5.284, σ=1.497, R²=0.991; Mu/sigma can be used for reconstruction (quality: 0.991); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "Permanent Ground Displacement ", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+O)", "geography": "USA", "hazard_type": "Landslide", "num_points": 126, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 5.308943E-08 }, { "x": 2, "y": 1.736130792E-05 }, { "x": 3, "y": 0.00022375313033 }, { "x": 4, "y": 0.0009629301898 }, { "x": 5, "y": 0.00246881658847 }, { "x": 6, "y": 0.00475039569817 }, { "x": 7, "y": 0.0076718369012 }, { "x": 8, "y": 0.01105347328378 }, { "x": 9, "y": 0.01472956294563 }, { "x": 10, "y": 0.01856883607796 }, { "x": 11, "y": 0.0224758879122 }, { "x": 12, "y": 0.02638562909262 }, { "x": 13, "y": 0.03025656168861 }, { "x": 14, "y": 0.03406491911583 }, { "x": 15, "y": 0.03780006076025 }, { "x": 16, "y": 0.04146095224156 }, { "x": 17, "y": 0.04505345908302 }, { "x": 18, "y": 0.04858822778262 }, { "x": 19, "y": 0.05207899950941 }, { "x": 20, "y": 0.05554125837125 }, { "x": 21, "y": 0.05899115242412 }, { "x": 22, "y": 0.06244464577531 }, { "x": 23, "y": 0.06591687021849 }, { "x": 24, "y": 0.06942164949284 }, { "x": 25, "y": 0.07297117146682 }, { "x": 26, "y": 0.07657578496836 }, { "x": 27, "y": 0.08024389939993 }, { "x": 28, "y": 0.0839819669646 }, { "x": 29, "y": 0.08779452930391 }, { "x": 30, "y": 0.09168431251507 }, { "x": 31, "y": 0.09565235675156 }, { "x": 32, "y": 0.09969816880488 }, { "x": 33, "y": 0.10381988813192 }, { "x": 34, "y": 0.10801445867503 }, { "x": 35, "y": 0.11227780049003 }, { "x": 36, "y": 0.11660497664097 }, { "x": 37, "y": 0.12099035204288 }, { "x": 38, "y": 0.12542774194914 }, { "x": 39, "y": 0.1299105486073 }, { "x": 40, "y": 0.13443188526803 }, { "x": 41, "y": 0.13898468724924 }, { "x": 42, "y": 0.14356181015251 }, { "x": 43, "y": 0.14815611562257 }, { "x": 44, "y": 0.15276054524995 }, { "x": 45, "y": 0.15736818335935 }, { "x": 46, "y": 0.16197230951404 }, { "x": 47, "y": 0.16656644161265 }, { "x": 48, "y": 0.17114437046774 }, { "x": 49, "y": 0.17570018674475 }, { "x": 50, "y": 0.18022830111089 }, { "x": 51, "y": 0.18472345840179 }, { "x": 52, "y": 0.18918074656444 }, { "x": 53, "y": 0.19359560107981 }, { "x": 54, "y": 0.19796380551137 }, { "x": 55, "y": 0.20228148876827 }, { "x": 56, "y": 0.20654511961491 }, { "x": 57, "y": 0.21075149890411 }, { "x": 58, "y": 0.21489774995899 }, { "x": 59, "y": 0.2189813074798 }, { "x": 60, "y": 0.2229999053068 }, { "x": 61, "y": 0.22695156332814 }, { "x": 62, "y": 0.23083457378401 }, { "x": 63, "y": 0.23464748718316 }, { "x": 64, "y": 0.23838909801716 }, { "x": 65, "y": 0.24205843042929 }, { "x": 66, "y": 0.24565472397031 }, { "x": 67, "y": 0.2491774195509 }, { "x": 68, "y": 0.25262614568111 }, { "x": 69, "y": 0.25600070507004 }, { "x": 70, "y": 0.25930106164347 }, { "x": 71, "y": 0.26252732802471 }, { "x": 72, "y": 0.265679753512 }, { "x": 73, "y": 0.26875871257637 }, { "x": 74, "y": 0.27176469389541 }, { "x": 75, "y": 0.27469828993125 }, { "x": 76, "y": 0.2775601870552 }, { "x": 77, "y": 0.28035115621629 }, { "x": 78, "y": 0.283072044147 }, { "x": 79, "y": 0.28572376509589 }, { "x": 80, "y": 0.28830729307414 }, { "x": 81, "y": 0.29082365460106 }, { "x": 82, "y": 0.29327392193145 }, { "x": 83, "y": 0.29565920674699 }, { "x": 84, "y": 0.29798065429254 }, { "x": 85, "y": 0.3002394379379 }, { "x": 86, "y": 0.30243675414495 }, { "x": 87, "y": 0.30457381782041 }, { "x": 88, "y": 0.30665185803416 }, { "x": 89, "y": 0.30867211408348 }, { "x": 90, "y": 0.31063583188391 }, { "x": 91, "y": 0.31254426066777 }, { "x": 92, "y": 0.31439864997212 }, { "x": 93, "y": 0.3162002468984 }, { "x": 94, "y": 0.31795029362653 }, { "x": 95, "y": 0.31965002516718 }, { "x": 96, "y": 0.32130066733652 }, { "x": 97, "y": 0.3229034349382 }, { "x": 98, "y": 0.32445953013855 }, { "x": 99, "y": 0.32597014102118 }, { "x": 100, "y": 0.32743644030821 }, { "x": 101, "y": 0.32885958423587 }, { "x": 102, "y": 0.33024071157298 }, { "x": 103, "y": 0.33158094277138 }, { "x": 104, "y": 0.33288137923821 }, { "x": 105, "y": 0.33414310272019 }, { "x": 106, "y": 0.33536717479113 }, { "x": 107, "y": 0.33655463643395 }, { "x": 108, "y": 0.33770650770954 }, { "x": 109, "y": 0.33882378750476 }, { "x": 110, "y": 0.3399074533529 }, { "x": 111, "y": 0.34095846132004 }, { "x": 112, "y": 0.3419777459513 }, { "x": 113, "y": 0.34296622027131 }, { "x": 114, "y": 0.34392477583391 }, { "x": 115, "y": 0.34485428281593 }, { "x": 116, "y": 0.34575559015093 }, { "x": 117, "y": 0.34662952569842 }, { "x": 118, "y": 0.34747689644491 }, { "x": 119, "y": 0.3482984887332 }, { "x": 120, "y": 0.34909506851661 }, { "x": 121, "y": 0.34986738163514 }, { "x": 122, "y": 0.35061615411075 }, { "x": 123, "y": 0.35134209245926 }, { "x": 124, "y": 0.35204588401642 }, { "x": 125, "y": 0.35272819727613 } ] }, { "id": 1380, "curve_id": "W1.1", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbines", "ci_detail": "1-MW capacity, 40-m hub height; fixed in the base; blades in feathered position minimizing the drag force", "source_type": "Peer-reviewed", "source_abbrev": "Jaimes et al. (2019)", "source_detail": "Jaimes, M. A., García-Soto, A. D., Martín del Campo, J. O., and Pozos-Estrada, A.: Probabilistic risk assessment on wind turbine towers subjected to cyclone-induced wind loads, Wind Energy, 23, 528–546, https://doi.org/10.1002/we.2436, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 3.7757661545378554, "sigma": 0.046200000005887046, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.776, σ=0.046, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Wind", "num_points": 86, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 7E-14 }, { "x": 32, "y": 9.69E-12 }, { "x": 33, "y": 7.491E-10 }, { "x": 34, "y": 3.362074E-08 }, { "x": 35, "y": 9.1677527E-07 }, { "x": 36, "y": 1.582931988E-05 }, { "x": 37, "y": 0.00017975961773 }, { "x": 38, "y": 0.00139074193919 }, { "x": 39, "y": 0.00757717998289 }, { "x": 40, "y": 0.03000878506528 }, { "x": 41, "y": 0.08912024137276 }, { "x": 42, "y": 0.20479926079705 }, { "x": 43, "y": 0.37627368944768 }, { "x": 44, "y": 0.57233670660232006 }, { "x": 45, "y": 0.74817310521609 }, { "x": 46, "y": 0.87378887921405 }, { "x": 47, "y": 0.9462997656965 }, { "x": 48, "y": 0.98057109781813 }, { "x": 49, "y": 0.99399745115879 }, { "x": 50, "y": 0.9984074365323 }, { "x": 51, "y": 0.99963480613445 }, { "x": 52, "y": 0.9999271292572 }, { "x": 53, "y": 0.99998726049826 }, { "x": 54, "y": 0.99999803552526 }, { "x": 55, "y": 0.99999973104648 }, { "x": 56, "y": 0.99999996710123 }, { "x": 57, "y": 0.99999999638283 }, { "x": 58, "y": 0.99999999964047 }, { "x": 59, "y": 0.99999999996752 }, { "x": 60, "y": 0.99999999999732 }, { "x": 61, "y": 0.9999999999998 }, { "x": 62, "y": 0.99999999999999 }, { "x": 63, "y": 1 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 } ] }, { "id": 1381, "curve_id": "W1.1", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbines", "ci_detail": "1-MW capacity, 40-m hub height; fixed in the base; blades in feathered position minimizing the drag force", "source_type": "Peer-reviewed", "source_abbrev": "Jaimes et al. (2019)", "source_detail": "Jaimes, M. A., García-Soto, A. D., Martín del Campo, J. O., and Pozos-Estrada, A.: Probabilistic risk assessment on wind turbine towers subjected to cyclone-induced wind loads, Wind Energy, 23, 528–546, https://doi.org/10.1002/we.2436, 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 3.9946706908912724, "sigma": 0.0707975197959875, "method": "Curve fitting", "mu_sigma_quality": 0.99988197452265937, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.995, σ=0.071, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Wind", "num_points": 86, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 1.9E-13 }, { "x": 33, "y": 1.498E-11 }, { "x": 34, "y": 6.7241E-10 }, { "x": 35, "y": 1.833551E-08 }, { "x": 36, "y": 3.165864E-07 }, { "x": 37, "y": 3.59519241E-06 }, { "x": 38, "y": 2.781484273E-05 }, { "x": 39, "y": 0.00015154376803 }, { "x": 40, "y": 0.00060018051111 }, { "x": 41, "y": 0.00178249946183 }, { "x": 42, "y": 0.00409730186809 }, { "x": 43, "y": 0.00753874845153 }, { "x": 44, "y": 0.01154596615778 }, { "x": 45, "y": 0.01552548522695 }, { "x": 46, "y": 0.01993803902101 }, { "x": 47, "y": 0.02744102569859 }, { "x": 48, "y": 0.04333237831171 }, { "x": 49, "y": 0.07424617561505 }, { "x": 50, "y": 0.12483670605636 }, { "x": 51, "y": 0.19458523997119 }, { "x": 52, "y": 0.27799155404985 }, { "x": 53, "y": 0.36846232744513 }, { "x": 54, "y": 0.46206945663617 }, { "x": 55, "y": 0.55751839056872 }, { "x": 56, "y": 0.65307084964222 }, { "x": 57, "y": 0.74425070771555 }, { "x": 58, "y": 0.82470465663007 }, { "x": 59, "y": 0.88911896775593 }, { "x": 60, "y": 0.93554092723726 }, { "x": 61, "y": 0.96561552537987 }, { "x": 62, "y": 0.98316718056177 }, { "x": 63, "y": 0.9924278721579 }, { "x": 64, "y": 0.99686384015333 }, { "x": 65, "y": 0.99880124218272 }, { "x": 66, "y": 0.99957601107334 }, { "x": 67, "y": 0.9998608585913 }, { "x": 68, "y": 0.99995751405744 }, { "x": 69, "y": 0.99998789606257 }, { "x": 70, "y": 0.99999677381469 }, { "x": 71, "y": 0.99999919333058 }, { "x": 72, "y": 0.99999981029635 }, { "x": 73, "y": 0.99999995793473 }, { "x": 74, "y": 0.99999999118351 }, { "x": 75, "y": 0.99999999824931 }, { "x": 76, "y": 0.9999999996699 }, { "x": 77, "y": 0.99999999994077 }, { "x": 78, "y": 0.99999999998987 }, { "x": 79, "y": 0.99999999999834 }, { "x": 80, "y": 0.99999999999974 }, { "x": 81, "y": 0.99999999999996 }, { "x": 82, "y": 0.99999999999999 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 } ] }, { "id": 1382, "curve_id": "W1.2", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbines", "ci_detail": "2.5-MW capacity, 80-m hub height; fixed in the base; blades in feathered position minimizing the drag force", "source_type": "Peer-reviewed", "source_abbrev": "Jaimes et al. (2019)", "source_detail": "Jaimes, M. A., García-Soto, A. D., Martín del Campo, J. O., and Pozos-Estrada, A.: Probabilistic risk assessment on wind turbine towers subjected to cyclone-induced wind loads, Wind Energy, 23, 528–546, https://doi.org/10.1002/we.2436, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 3.7028661545379071, "sigma": 0.0517000000027116, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.703, σ=0.052, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Wind", "num_points": 86, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 3.8E-13 }, { "x": 29, "y": 4.271E-11 }, { "x": 30, "y": 2.68976E-09 }, { "x": 31, "y": 9.924116E-08 }, { "x": 32, "y": 2.25198097E-06 }, { "x": 33, "y": 3.28335853E-05 }, { "x": 34, "y": 0.00032004129844 }, { "x": 35, "y": 0.00216306071417 }, { "x": 36, "y": 0.01048687172761 }, { "x": 37, "y": 0.03766121623249 }, { "x": 38, "y": 0.10335405350942 }, { "x": 39, "y": 0.2235549892585 }, { "x": 40, "y": 0.39337404270867 }, { "x": 41, "y": 0.58202537408552 }, { "x": 42, "y": 0.74958396354316 }, { "x": 43, "y": 0.87040685348051 }, { "x": 44, "y": 0.94213920108355 }, { "x": 45, "y": 0.97766060514864 }, { "x": 46, "y": 0.99250850563661 }, { "x": 47, "y": 0.99780557530223 }, { "x": 48, "y": 0.99943501801668 }, { "x": 49, "y": 0.99987131827124 }, { "x": 50, "y": 0.99997390391766 }, { "x": 51, "y": 0.99999525802787 }, { "x": 52, "y": 0.99999922317451 }, { "x": 53, "y": 0.99999988459852 }, { "x": 54, "y": 0.99999998436697 }, { "x": 55, "y": 0.99999999805861 }, { "x": 56, "y": 0.99999999977788 }, { "x": 57, "y": 0.99999999997647 }, { "x": 58, "y": 0.99999999999768 }, { "x": 59, "y": 0.99999999999979 }, { "x": 60, "y": 0.99999999999998 }, { "x": 61, "y": 1 }, { "x": 62, "y": 1 }, { "x": 63, "y": 1 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 } ] }, { "id": 1383, "curve_id": "W1.2", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbines", "ci_detail": "2.5-MW capacity, 80-m hub height; fixed in the base; blades in feathered position minimizing the drag force", "source_type": "Peer-reviewed", "source_abbrev": "Jaimes et al. (2019)", "source_detail": "Jaimes, M. A., García-Soto, A. D., Martín del Campo, J. O., and Pozos-Estrada, A.: Probabilistic risk assessment on wind turbine towers subjected to cyclone-induced wind loads, Wind Energy, 23, 528–546, https://doi.org/10.1002/we.2436, 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 3.8650319350053932, "sigma": 0.11005477300939363, "method": "Curve fitting", "mu_sigma_quality": 0.99869691414798178, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.865, σ=0.110, R²=0.999; Mu/sigma can be used for reconstruction (quality: 0.999); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Wind", "num_points": 86, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 2E-14 }, { "x": 29, "y": 1.71E-12 }, { "x": 30, "y": 1.0759E-10 }, { "x": 31, "y": 3.97E-09 }, { "x": 32, "y": 9.010919E-08 }, { "x": 33, "y": 1.31486039E-06 }, { "x": 34, "y": 1.284906041E-05 }, { "x": 35, "y": 8.747414291E-05 }, { "x": 36, "y": 0.00043220646767 }, { "x": 37, "y": 0.00162383727033 }, { "x": 38, "y": 0.00490382947933 }, { "x": 39, "y": 0.0126374579719 }, { "x": 40, "y": 0.02909460256746 }, { "x": 41, "y": 0.0606563216698 }, { "x": 42, "y": 0.11313097199252 }, { "x": 43, "y": 0.18609953869818 }, { "x": 44, "y": 0.26962766615472 }, { "x": 45, "y": 0.34867750153455 }, { "x": 46, "y": 0.41252414428112 }, { "x": 47, "y": 0.46093510822153 }, { "x": 48, "y": 0.5027733499547 }, { "x": 49, "y": 0.54955759578224 }, { "x": 50, "y": 0.60884075489245 }, { "x": 51, "y": 0.68068116921001 }, { "x": 52, "y": 0.75826389436988 }, { "x": 53, "y": 0.83174150641024 }, { "x": 54, "y": 0.89283574324356 }, { "x": 55, "y": 0.93767510731962 }, { "x": 56, "y": 0.9669068823453 }, { "x": 57, "y": 0.98393925138053 }, { "x": 58, "y": 0.99286152815592 }, { "x": 59, "y": 0.99708691239038 }, { "x": 60, "y": 0.99890540697512 }, { "x": 61, "y": 0.99962013915973 }, { "x": 62, "y": 0.99987786884178 }, { "x": 63, "y": 0.99996350602201 }, { "x": 64, "y": 0.99998983385444 }, { "x": 65, "y": 0.99999735179951 }, { "x": 66, "y": 0.99999935302643 }, { "x": 67, "y": 0.99999985133718 }, { "x": 68, "y": 0.99999996778253 }, { "x": 69, "y": 0.99999999339763 }, { "x": 70, "y": 0.9999999987173 }, { "x": 71, "y": 0.99999999976318 }, { "x": 72, "y": 0.99999999995835 }, { "x": 73, "y": 0.99999999999301 }, { "x": 74, "y": 0.99999999999888 }, { "x": 75, "y": 0.99999999999983 }, { "x": 76, "y": 0.99999999999997 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 } ] }, { "id": 1384, "curve_id": "W1.3", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbines", "ci_detail": "3.3-MW capacity, 100-m hub height; fixed in the base; blades in feathered position minimizing the drag force", "source_type": "Peer-reviewed", "source_abbrev": "Jaimes et al. (2019)", "source_detail": "Jaimes, M. A., García-Soto, A. D., Martín del Campo, J. O., and Pozos-Estrada, A.: Probabilistic risk assessment on wind turbine towers subjected to cyclone-induced wind loads, Wind Energy, 23, 528–546, https://doi.org/10.1002/we.2436, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 3.6474661545379066, "sigma": 0.0556000000032051, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.647, σ=0.056, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Wind", "num_points": 86, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 1E-14 }, { "x": 26, "y": 1.25E-12 }, { "x": 27, "y": 1.2722E-10 }, { "x": 28, "y": 7.13265E-09 }, { "x": 29, "y": 2.3394293E-07 }, { "x": 30, "y": 4.727093E-06 }, { "x": 31, "y": 6.163014816E-05 }, { "x": 32, "y": 0.00054053913933 }, { "x": 33, "y": 0.00331296201206 }, { "x": 34, "y": 0.01469710767342 }, { "x": 35, "y": 0.04877993478181 }, { "x": 36, "y": 0.12504521006039 }, { "x": 37, "y": 0.25548036385045 }, { "x": 38, "y": 0.42948017680818 }, { "x": 39, "y": 0.61389573566166 }, { "x": 40, "y": 0.77181683812836 }, { "x": 41, "y": 0.88277136248379 }, { "x": 42, "y": 0.94763733247253 }, { "x": 43, "y": 0.97960089055897 }, { "x": 44, "y": 0.99303484371532 }, { "x": 45, "y": 0.99790335873373 }, { "x": 46, "y": 0.99944007939517 }, { "x": 47, "y": 0.99986648581439 }, { "x": 48, "y": 0.9999713920392 }, { "x": 49, "y": 0.9999944577584 }, { "x": 50, "y": 0.99999902344639 }, { "x": 51, "y": 0.99999984261269 }, { "x": 52, "y": 0.99999997667461 }, { "x": 53, "y": 0.99999999680503 }, { "x": 54, "y": 0.9999999995936 }, { "x": 55, "y": 0.99999999995178 }, { "x": 56, "y": 0.99999999999464 }, { "x": 57, "y": 0.99999999999944 }, { "x": 58, "y": 0.99999999999994 }, { "x": 59, "y": 0.99999999999999 }, { "x": 60, "y": 1 }, { "x": 61, "y": 1 }, { "x": 62, "y": 1 }, { "x": 63, "y": 1 }, { "x": 64, "y": 1 }, { "x": 65, "y": 1 }, { "x": 66, "y": 1 }, { "x": 67, "y": 1 }, { "x": 68, "y": 1 }, { "x": 69, "y": 1 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 } ] }, { "id": 1385, "curve_id": "W1.3", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbines", "ci_detail": "3.3-MW capacity, 100-m hub height; fixed in the base; blades in feathered position minimizing the drag force", "source_type": "Peer-reviewed", "source_abbrev": "Jaimes et al. (2019)", "source_detail": "Jaimes, M. A., García-Soto, A. D., Martín del Campo, J. O., and Pozos-Estrada, A.: Probabilistic risk assessment on wind turbine towers subjected to cyclone-induced wind loads, Wind Energy, 23, 528–546, https://doi.org/10.1002/we.2436, 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 3.8135119362082257, "sigma": 0.0966759731471227, "method": "Curve fitting", "mu_sigma_quality": 0.99978355290301024, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.814, σ=0.097, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Wind", "num_points": 86, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 6E-14 }, { "x": 27, "y": 6.36E-12 }, { "x": 28, "y": 3.5663E-10 }, { "x": 29, "y": 1.169739E-08 }, { "x": 30, "y": 2.3637347E-07 }, { "x": 31, "y": 3.08239415E-06 }, { "x": 32, "y": 2.705319758E-05 }, { "x": 33, "y": 0.00016615610977 }, { "x": 34, "y": 0.0007415298714 }, { "x": 35, "y": 0.00250052727456 }, { "x": 36, "y": 0.00666261641347 }, { "x": 37, "y": 0.01481069960086 }, { "x": 38, "y": 0.02919960178134 }, { "x": 39, "y": 0.05366982430575 }, { "x": 40, "y": 0.09351768250253 }, { "x": 41, "y": 0.15243164819233 }, { "x": 42, "y": 0.22828165239675 }, { "x": 43, "y": 0.31268995469995 }, { "x": 44, "y": 0.3961680650287 }, { "x": 45, "y": 0.47426529578142 }, { "x": 46, "y": 0.5489124180145 }, { "x": 47, "y": 0.62431147945296 }, { "x": 48, "y": 0.70177128131158 }, { "x": 49, "y": 0.77783096467516 }, { "x": 50, "y": 0.84631291194963 }, { "x": 51, "y": 0.90186614871485 }, { "x": 52, "y": 0.94230815073067 }, { "x": 53, "y": 0.96878279811936 }, { "x": 54, "y": 0.98443504075765 }, { "x": 55, "y": 0.99283448260439 }, { "x": 56, "y": 0.99694655718091 }, { "x": 57, "y": 0.9987921885711 }, { "x": 58, "y": 0.99955520111369 }, { "x": 59, "y": 0.99984703437704 }, { "x": 60, "y": 0.99995072856917 }, { "x": 61, "y": 0.99998509091922 }, { "x": 62, "y": 0.9999957497905 }, { "x": 63, "y": 0.99999885532504 }, { "x": 64, "y": 0.99999970796827 }, { "x": 65, "y": 0.99999992924283 }, { "x": 66, "y": 0.99999998367805 }, { "x": 67, "y": 0.99999999640701 }, { "x": 68, "y": 0.99999999924352 }, { "x": 69, "y": 0.99999999984734 }, { "x": 70, "y": 0.99999999997041 }, { "x": 71, "y": 0.99999999999448 }, { "x": 72, "y": 0.99999999999901 }, { "x": 73, "y": 0.99999999999983 }, { "x": 74, "y": 0.99999999999997 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 } ] }, { "id": 1386, "curve_id": "W1.4", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbines", "ci_detail": "1-MW capacity, 40-m hub height", "source_type": "Peer-reviewed", "source_abbrev": "Martin del Campo et al. (2021)", "source_detail": "Martín del Campo, J. O., Pozos-Estrada, A., and Pozos-Estrada, O.: Development of fragility curves of land-based wind turbines with tuned mass dampers under cyclone and seismic loading, Wind Energy, 24, 737–753, https://doi.org/10.1002/we.2600, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 3.7743936682265176, "sigma": 0.0686269299078688, "method": "Curve fitting", "mu_sigma_quality": 0.99997347148121574, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.774, σ=0.069, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Wind", "num_points": 71, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0.0031 }, { "x": 37, "y": 0.0152 }, { "x": 38, "y": 0.028 }, { "x": 39, "y": 0.059 }, { "x": 40, "y": 0.1131 }, { "x": 41, "y": 0.1887 }, { "x": 42, "y": 0.2951 }, { "x": 43, "y": 0.4166 }, { "x": 44, "y": 0.5532 }, { "x": 45, "y": 0.6784 }, { "x": 46, "y": 0.7887 }, { "x": 47, "y": 0.8695 }, { "x": 48, "y": 0.9222 }, { "x": 49, "y": 0.9639 }, { "x": 50, "y": 0.9812 }, { "x": 51, "y": 0.9897 }, { "x": 52, "y": 0.9929 }, { "x": 53, "y": 0.9967 }, { "x": 54, "y": 0.997 }, { "x": 55, "y": 0.9972 }, { "x": 56, "y": 0.9974 }, { "x": 57, "y": 0.9975 }, { "x": 58, "y": 0.9977 }, { "x": 59, "y": 0.9978 }, { "x": 60, "y": 0.9979 }, { "x": 61, "y": 0.998 }, { "x": 62, "y": 0.9981 }, { "x": 63, "y": 0.9981 }, { "x": 64, "y": 0.9982 }, { "x": 65, "y": 0.9982 }, { "x": 66, "y": 0.9983 }, { "x": 67, "y": 0.9983 }, { "x": 68, "y": 0.9983 }, { "x": 69, "y": 0.9983 }, { "x": 70, "y": 1 } ] }, { "id": 1387, "curve_id": "W1.5", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbines", "ci_detail": "2.5-MW capacity, 80-m hub height;", "source_type": "Peer-reviewed", "source_abbrev": "Martin del Campo et al. (2021)", "source_detail": "Martín del Campo, J. O., Pozos-Estrada, A., and Pozos-Estrada, O.: Development of fragility curves of land-based wind turbines with tuned mass dampers under cyclone and seismic loading, Wind Energy, 24, 737–753, https://doi.org/10.1002/we.2600, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 3.6562790853944684, "sigma": 0.075875148707148, "method": "Curve fitting", "mu_sigma_quality": 0.99996300177449826, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.656, σ=0.076, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Wind", "num_points": 71, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0.0011 }, { "x": 32, "y": 0.0084 }, { "x": 33, "y": 0.0225 }, { "x": 34, "y": 0.0516 }, { "x": 35, "y": 0.1024 }, { "x": 36, "y": 0.1736 }, { "x": 37, "y": 0.271 }, { "x": 38, "y": 0.3967 }, { "x": 39, "y": 0.5305 }, { "x": 40, "y": 0.6636 }, { "x": 41, "y": 0.7776 }, { "x": 42, "y": 0.8638 }, { "x": 43, "y": 0.9214 }, { "x": 44, "y": 0.9588 }, { "x": 45, "y": 0.9845 }, { "x": 46, "y": 0.9913 }, { "x": 47, "y": 0.9918 }, { "x": 48, "y": 0.9964 }, { "x": 49, "y": 0.999 }, { "x": 50, "y": 0.999 }, { "x": 51, "y": 0.999 }, { "x": 52, "y": 0.999 }, { "x": 53, "y": 0.999 }, { "x": 54, "y": 0.999 }, { "x": 55, "y": 0.999 }, { "x": 56, "y": 0.9989 }, { "x": 57, "y": 0.9989 }, { "x": 58, "y": 0.9988 }, { "x": 59, "y": 0.9988 }, { "x": 60, "y": 0.9987 }, { "x": 61, "y": 0.9986 }, { "x": 62, "y": 0.9984 }, { "x": 63, "y": 0.9983 }, { "x": 64, "y": 0.9981 }, { "x": 65, "y": 0.9979 }, { "x": 66, "y": 0.9977 }, { "x": 67, "y": 0.9974 }, { "x": 68, "y": 0.9972 }, { "x": 69, "y": 0.9968 }, { "x": 70, "y": 1 } ] }, { "id": 1388, "curve_id": "W1.6", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbines", "ci_detail": "3.3-MW capacity, 100-m hub height;", "source_type": "Peer-reviewed", "source_abbrev": "Martin del Campo et al. (2021)", "source_detail": "Martín del Campo, J. O., Pozos-Estrada, A., and Pozos-Estrada, O.: Development of fragility curves of land-based wind turbines with tuned mass dampers under cyclone and seismic loading, Wind Energy, 24, 737–753, https://doi.org/10.1002/we.2600, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 3.5168231741693567, "sigma": 0.10335046391957105, "method": "Curve fitting", "mu_sigma_quality": 0.99989435029736851, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.517, σ=0.103, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Wind", "num_points": 71, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0.0023 }, { "x": 25, "y": 0.0051 }, { "x": 26, "y": 0.0116 }, { "x": 27, "y": 0.0242 }, { "x": 28, "y": 0.0454 }, { "x": 29, "y": 0.0926 }, { "x": 30, "y": 0.1398 }, { "x": 31, "y": 0.2177 }, { "x": 32, "y": 0.3066 }, { "x": 33, "y": 0.4094 }, { "x": 34, "y": 0.523 }, { "x": 35, "y": 0.6362 }, { "x": 36, "y": 0.7425 }, { "x": 37, "y": 0.8282 }, { "x": 38, "y": 0.8895 }, { "x": 39, "y": 0.9299 }, { "x": 40, "y": 0.9607 }, { "x": 41, "y": 0.9793 }, { "x": 42, "y": 0.988 }, { "x": 43, "y": 0.993 }, { "x": 44, "y": 0.994 }, { "x": 45, "y": 0.9945 }, { "x": 46, "y": 0.995 }, { "x": 47, "y": 0.9955 }, { "x": 48, "y": 0.9959 }, { "x": 49, "y": 0.9963 }, { "x": 50, "y": 0.9967 }, { "x": 51, "y": 0.997 }, { "x": 52, "y": 0.9973 }, { "x": 53, "y": 0.9976 }, { "x": 54, "y": 0.9978 }, { "x": 55, "y": 0.998 }, { "x": 56, "y": 0.9983 }, { "x": 57, "y": 0.9984 }, { "x": 58, "y": 0.9986 }, { "x": 59, "y": 0.9987 }, { "x": 60, "y": 0.9989 }, { "x": 61, "y": 0.999 }, { "x": 62, "y": 0.9991 }, { "x": 63, "y": 0.9991 }, { "x": 64, "y": 0.9992 }, { "x": 65, "y": 0.9992 }, { "x": 66, "y": 0.9993 }, { "x": 67, "y": 0.9993 }, { "x": 68, "y": 0.9993 }, { "x": 69, "y": 0.9993 }, { "x": 70, "y": 1 } ] }, { "id": 1389, "curve_id": "W1.7", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbines", "ci_detail": "1-MW capacity, 40-m hub height; passive damping system", "source_type": "Peer-reviewed", "source_abbrev": "Martin del Campo et al. (2021)", "source_detail": "Martín del Campo, J. O., Pozos-Estrada, A., and Pozos-Estrada, O.: Development of fragility curves of land-based wind turbines with tuned mass dampers under cyclone and seismic loading, Wind Energy, 24, 737–753, https://doi.org/10.1002/we.2600, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 3.9253623782561888, "sigma": 0.0445638911349681, "method": "Curve fitting", "mu_sigma_quality": 0.99997675765857941, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.925, σ=0.045, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Wind", "num_points": 71, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0.0012 }, { "x": 44, "y": 0.0016 }, { "x": 45, "y": 0.0024 }, { "x": 46, "y": 0.0112 }, { "x": 47, "y": 0.0477 }, { "x": 48, "y": 0.1112 }, { "x": 49, "y": 0.2278 }, { "x": 50, "y": 0.3817 }, { "x": 51, "y": 0.5573 }, { "x": 52, "y": 0.7221 }, { "x": 53, "y": 0.8347 }, { "x": 54, "y": 0.9281 }, { "x": 55, "y": 0.9707 }, { "x": 56, "y": 0.9912 }, { "x": 57, "y": 0.9962 }, { "x": 58, "y": 0.996 }, { "x": 59, "y": 0.9959 }, { "x": 60, "y": 0.9959 }, { "x": 61, "y": 0.996 }, { "x": 62, "y": 0.9961 }, { "x": 63, "y": 0.9962 }, { "x": 64, "y": 0.9963 }, { "x": 65, "y": 0.9965 }, { "x": 66, "y": 0.9968 }, { "x": 67, "y": 0.9971 }, { "x": 68, "y": 0.9974 }, { "x": 69, "y": 0.9978 }, { "x": 70, "y": 1 } ] }, { "id": 1390, "curve_id": "W1.8", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbines", "ci_detail": "2.5-MW capacity, 80-m hub height;passive damping system", "source_type": "Peer-reviewed", "source_abbrev": "Martin del Campo et al. (2021)", "source_detail": "Martín del Campo, J. O., Pozos-Estrada, A., and Pozos-Estrada, O.: Development of fragility curves of land-based wind turbines with tuned mass dampers under cyclone and seismic loading, Wind Energy, 24, 737–753, https://doi.org/10.1002/we.2600, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 3.8099103210314467, "sigma": 0.0564946651998112, "method": "Curve fitting", "mu_sigma_quality": 0.99995083904367688, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.810, σ=0.056, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Wind", "num_points": 71, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0.0047 }, { "x": 40, "y": 0.021 }, { "x": 41, "y": 0.0537 }, { "x": 42, "y": 0.105 }, { "x": 43, "y": 0.199 }, { "x": 44, "y": 0.3183 }, { "x": 45, "y": 0.4746 }, { "x": 46, "y": 0.6193 }, { "x": 47, "y": 0.7676 }, { "x": 48, "y": 0.8642 }, { "x": 49, "y": 0.9345 }, { "x": 50, "y": 0.9709 }, { "x": 51, "y": 0.9843 }, { "x": 52, "y": 0.9921 }, { "x": 53, "y": 0.9947 }, { "x": 54, "y": 0.995 }, { "x": 55, "y": 0.9952 }, { "x": 56, "y": 0.9955 }, { "x": 57, "y": 0.9956 }, { "x": 58, "y": 0.9958 }, { "x": 59, "y": 0.996 }, { "x": 60, "y": 0.9961 }, { "x": 61, "y": 0.9962 }, { "x": 62, "y": 0.9963 }, { "x": 63, "y": 0.9963 }, { "x": 64, "y": 0.9964 }, { "x": 65, "y": 0.9964 }, { "x": 66, "y": 0.9965 }, { "x": 67, "y": 0.9965 }, { "x": 68, "y": 0.9965 }, { "x": 69, "y": 0.9965 }, { "x": 70, "y": 1 } ] }, { "id": 1391, "curve_id": "W1.9", "sector": "Energy", "ci_type": "Plant", "ci_desc": "Wind turbines", "ci_detail": "3.3-MW capacity, 100-m hub height;passive damping system", "source_type": "Peer-reviewed", "source_abbrev": "Martin del Campo et al. (2021)", "source_detail": "Martín del Campo, J. O., Pozos-Estrada, A., and Pozos-Estrada, O.: Development of fragility curves of land-based wind turbines with tuned mass dampers under cyclone and seismic loading, Wind Energy, 24, 737–753, https://doi.org/10.1002/we.2600, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "datapoints_given", "mu": 3.7154398622299216, "sigma": 0.0762107670640469, "method": "Curve fitting", "mu_sigma_quality": 0.99996851892821348, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.715, σ=0.076, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: datapoints_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "Mexico", "hazard_type": "Wind", "num_points": 71, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0.0005 }, { "x": 33, "y": 0.0011 }, { "x": 34, "y": 0.0073 }, { "x": 35, "y": 0.0225 }, { "x": 36, "y": 0.0489 }, { "x": 37, "y": 0.0906 }, { "x": 38, "y": 0.154 }, { "x": 39, "y": 0.2477 }, { "x": 40, "y": 0.3652 }, { "x": 41, "y": 0.4866 }, { "x": 42, "y": 0.6064 }, { "x": 43, "y": 0.7216 }, { "x": 44, "y": 0.8196 }, { "x": 45, "y": 0.892 }, { "x": 46, "y": 0.9408 }, { "x": 47, "y": 0.9641 }, { "x": 48, "y": 0.9796 }, { "x": 49, "y": 0.9915 }, { "x": 50, "y": 0.9936 }, { "x": 51, "y": 0.9944 }, { "x": 52, "y": 0.995 }, { "x": 53, "y": 0.9956 }, { "x": 54, "y": 0.9962 }, { "x": 55, "y": 0.9967 }, { "x": 56, "y": 0.9971 }, { "x": 57, "y": 0.9975 }, { "x": 58, "y": 0.9979 }, { "x": 59, "y": 0.9982 }, { "x": 60, "y": 0.9984 }, { "x": 61, "y": 0.9986 }, { "x": 62, "y": 0.9988 }, { "x": 63, "y": 0.999 }, { "x": 64, "y": 0.9991 }, { "x": 65, "y": 0.9992 }, { "x": 66, "y": 0.9992 }, { "x": 67, "y": 0.9993 }, { "x": 68, "y": 0.9993 }, { "x": 69, "y": 0.9993 }, { "x": 70, "y": 1 } ] }, { "id": 1392, "curve_id": "W14.1", "sector": "Water", "ci_type": "Water treatment plants", "ci_desc": "Water treatment plant", "ci_detail": "N/A", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 3.9219733362813143, "sigma": 2, "method": "Simple estimation", "mu_sigma_quality": 0.1, "mu_sigma_reconstruct": false, "raw_reconstruct": true, "reconstruct_method": "Use raw data points", "calculation_notes": "Estimation: μ=3.922 (from median~50.500), σ=2.000; Mu/sigma quality too low for reconstruction (quality: 0.100); D1 category: figure_given; Source provides original data points", "intensity_measure": "Wind speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0 }, { "x": 51, "y": 0 }, { "x": 52, "y": 0 }, { "x": 53, "y": 0 }, { "x": 54, "y": 0 }, { "x": 55, "y": 0 }, { "x": 56, "y": 0 }, { "x": 57, "y": 0 }, { "x": 58, "y": 0 }, { "x": 59, "y": 0 }, { "x": 60, "y": 0 }, { "x": 61, "y": 0 }, { "x": 62, "y": 0 }, { "x": 63, "y": 0 }, { "x": 64, "y": 0 }, { "x": 65, "y": 0 }, { "x": 66, "y": 0 }, { "x": 67, "y": 0 }, { "x": 68, "y": 0 }, { "x": 69, "y": 0 }, { "x": 70, "y": 0 }, { "x": 71, "y": 0 }, { "x": 72, "y": 0 }, { "x": 73, "y": 0 }, { "x": 74, "y": 0 }, { "x": 75, "y": 0 }, { "x": 76, "y": 0 }, { "x": 77, "y": 0 }, { "x": 78, "y": 0 }, { "x": 79, "y": 0 }, { "x": 80, "y": 0 }, { "x": 81, "y": 0 }, { "x": 82, "y": 0 }, { "x": 83, "y": 0 }, { "x": 84, "y": 0 }, { "x": 85, "y": 0 }, { "x": 86, "y": 0 }, { "x": 87, "y": 0 }, { "x": 88, "y": 0 }, { "x": 89, "y": 0 }, { "x": 90, "y": 0 }, { "x": 91, "y": 0 }, { "x": 92, "y": 0 }, { "x": 93, "y": 0 }, { "x": 94, "y": 0 }, { "x": 95, "y": 0 }, { "x": 96, "y": 0 }, { "x": 97, "y": 0 }, { "x": 98, "y": 0 }, { "x": 99, "y": 0 }, { "x": 100, "y": 0 } ] }, { "id": 1393, "curve_id": "W16.1", "sector": "Water", "ci_type": "Transmission and distribution pipelines", "ci_desc": "Buried pipelines", "ci_detail": "N/A", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 3.9219733362813143, "sigma": 2, "method": "Simple estimation", "mu_sigma_quality": 0.1, "mu_sigma_reconstruct": false, "raw_reconstruct": true, "reconstruct_method": "Use raw data points", "calculation_notes": "Estimation: μ=3.922 (from median~50.500), σ=2.000; Mu/sigma quality too low for reconstruction (quality: 0.100); D1 category: figure_given; Source provides original data points", "intensity_measure": "Wind speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0 }, { "x": 51, "y": 0 }, { "x": 52, "y": 0 }, { "x": 53, "y": 0 }, { "x": 54, "y": 0 }, { "x": 55, "y": 0 }, { "x": 56, "y": 0 }, { "x": 57, "y": 0 }, { "x": 58, "y": 0 }, { "x": 59, "y": 0 }, { "x": 60, "y": 0 }, { "x": 61, "y": 0 }, { "x": 62, "y": 0 }, { "x": 63, "y": 0 }, { "x": 64, "y": 0 }, { "x": 65, "y": 0 }, { "x": 66, "y": 0 }, { "x": 67, "y": 0 }, { "x": 68, "y": 0 }, { "x": 69, "y": 0 }, { "x": 70, "y": 0 }, { "x": 71, "y": 0 }, { "x": 72, "y": 0 }, { "x": 73, "y": 0 }, { "x": 74, "y": 0 }, { "x": 75, "y": 0 }, { "x": 76, "y": 0 }, { "x": 77, "y": 0 }, { "x": 78, "y": 0 }, { "x": 79, "y": 0 }, { "x": 80, "y": 0 }, { "x": 81, "y": 0 }, { "x": 82, "y": 0 }, { "x": 83, "y": 0 }, { "x": 84, "y": 0 }, { "x": 85, "y": 0 }, { "x": 86, "y": 0 }, { "x": 87, "y": 0 }, { "x": 88, "y": 0 }, { "x": 89, "y": 0 }, { "x": 90, "y": 0 }, { "x": 91, "y": 0 }, { "x": 92, "y": 0 }, { "x": 93, "y": 0 }, { "x": 94, "y": 0 }, { "x": 95, "y": 0 }, { "x": 96, "y": 0 }, { "x": 97, "y": 0 }, { "x": 98, "y": 0 }, { "x": 99, "y": 0 }, { "x": 100, "y": 0 } ] }, { "id": 1394, "curve_id": "W18.1", "sector": "Wastewater", "ci_type": "Wastewater treatment plant", "ci_desc": "Wastewater treatment plant", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 3.9219733362813143, "sigma": 2, "method": "Simple estimation", "mu_sigma_quality": 0.1, "mu_sigma_reconstruct": false, "raw_reconstruct": true, "reconstruct_method": "Use raw data points", "calculation_notes": "Estimation: μ=3.922 (from median~50.500), σ=2.000; Mu/sigma quality too low for reconstruction (quality: 0.100); D1 category: figure_given; Source provides original data points", "intensity_measure": "Wind speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0 }, { "x": 51, "y": 0 }, { "x": 52, "y": 0 }, { "x": 53, "y": 0 }, { "x": 54, "y": 0 }, { "x": 55, "y": 0 }, { "x": 56, "y": 0 }, { "x": 57, "y": 0 }, { "x": 58, "y": 0 }, { "x": 59, "y": 0 }, { "x": 60, "y": 0 }, { "x": 61, "y": 0 }, { "x": 62, "y": 0 }, { "x": 63, "y": 0 }, { "x": 64, "y": 0 }, { "x": 65, "y": 0 }, { "x": 66, "y": 0 }, { "x": 67, "y": 0 }, { "x": 68, "y": 0 }, { "x": 69, "y": 0 }, { "x": 70, "y": 0 }, { "x": 71, "y": 0 }, { "x": 72, "y": 0 }, { "x": 73, "y": 0 }, { "x": 74, "y": 0 }, { "x": 75, "y": 0 }, { "x": 76, "y": 0 }, { "x": 77, "y": 0 }, { "x": 78, "y": 0 }, { "x": 79, "y": 0 }, { "x": 80, "y": 0 }, { "x": 81, "y": 0 }, { "x": 82, "y": 0 }, { "x": 83, "y": 0 }, { "x": 84, "y": 0 }, { "x": 85, "y": 0 }, { "x": 86, "y": 0 }, { "x": 87, "y": 0 }, { "x": 88, "y": 0 }, { "x": 89, "y": 0 }, { "x": 90, "y": 0 }, { "x": 91, "y": 0 }, { "x": 92, "y": 0 }, { "x": 93, "y": 0 }, { "x": 94, "y": 0 }, { "x": 95, "y": 0 }, { "x": 96, "y": 0 }, { "x": 97, "y": 0 }, { "x": 98, "y": 0 }, { "x": 99, "y": 0 }, { "x": 100, "y": 0 } ] }, { "id": 1395, "curve_id": "W19.1", "sector": "Wastewater", "ci_type": "Sewers and interceptors", "ci_desc": "Buried pipelines", "ci_detail": "", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 3.9219733362813143, "sigma": 2, "method": "Simple estimation", "mu_sigma_quality": 0.1, "mu_sigma_reconstruct": false, "raw_reconstruct": true, "reconstruct_method": "Use raw data points", "calculation_notes": "Estimation: μ=3.922 (from median~50.500), σ=2.000; Mu/sigma quality too low for reconstruction (quality: 0.100); D1 category: figure_given; Source provides original data points", "intensity_measure": "Wind speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0 }, { "x": 51, "y": 0 }, { "x": 52, "y": 0 }, { "x": 53, "y": 0 }, { "x": 54, "y": 0 }, { "x": 55, "y": 0 }, { "x": 56, "y": 0 }, { "x": 57, "y": 0 }, { "x": 58, "y": 0 }, { "x": 59, "y": 0 }, { "x": 60, "y": 0 }, { "x": 61, "y": 0 }, { "x": 62, "y": 0 }, { "x": 63, "y": 0 }, { "x": 64, "y": 0 }, { "x": 65, "y": 0 }, { "x": 66, "y": 0 }, { "x": 67, "y": 0 }, { "x": 68, "y": 0 }, { "x": 69, "y": 0 }, { "x": 70, "y": 0 }, { "x": 71, "y": 0 }, { "x": 72, "y": 0 }, { "x": 73, "y": 0 }, { "x": 74, "y": 0 }, { "x": 75, "y": 0 }, { "x": 76, "y": 0 }, { "x": 77, "y": 0 }, { "x": 78, "y": 0 }, { "x": 79, "y": 0 }, { "x": 80, "y": 0 }, { "x": 81, "y": 0 }, { "x": 82, "y": 0 }, { "x": 83, "y": 0 }, { "x": 84, "y": 0 }, { "x": 85, "y": 0 }, { "x": 86, "y": 0 }, { "x": 87, "y": 0 }, { "x": 88, "y": 0 }, { "x": 89, "y": 0 }, { "x": 90, "y": 0 }, { "x": 91, "y": 0 }, { "x": 92, "y": 0 }, { "x": 93, "y": 0 }, { "x": 94, "y": 0 }, { "x": 95, "y": 0 }, { "x": 96, "y": 0 }, { "x": 97, "y": 0 }, { "x": 98, "y": 0 }, { "x": 99, "y": 0 }, { "x": 100, "y": 0 } ] }, { "id": 1396, "curve_id": "W2.3", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Substation ", "ci_detail": "open area", "source_type": "Peer-reviewed", "source_abbrev": "Watson & Etemadi (2020)", "source_detail": "Watson, E. B. and Etemadi, A. H.: Modeling Electrical Grid Resilience under Hurricane Wind Conditions with Increased Solar and Wind Power Generation, IEEE Transactions on Power Systems, 35, 929–937, https://doi.org/10.1109/TPWRS.2019.2942279, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 4.11589279714616, "sigma": 0.14800000003685149, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.116, σ=0.148, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "0", "geography": "USA", "hazard_type": "Wind", "num_points": 136, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 2E-14 }, { "x": 21, "y": 2.3E-13 }, { "x": 22, "y": 2.19E-12 }, { "x": 23, "y": 1.744E-11 }, { "x": 24, "y": 1.1733E-10 }, { "x": 25, "y": 6.767E-10 }, { "x": 26, "y": 3.39737E-09 }, { "x": 27, "y": 1.504447E-08 }, { "x": 28, "y": 5.9446E-08 }, { "x": 29, "y": 2.1174093E-07 }, { "x": 30, "y": 6.8602254E-07 }, { "x": 31, "y": 2.03798778E-06 }, { "x": 32, "y": 5.59109144E-06 }, { "x": 33, "y": 1.42560847E-05 }, { "x": 34, "y": 3.397869253E-05 }, { "x": 35, "y": 7.609623208E-05 }, { "x": 36, "y": 0.00016087962028 }, { "x": 37, "y": 0.00032244948179 }, { "x": 38, "y": 0.00061506215473 }, { "x": 39, "y": 0.0011204661496 }, { "x": 40, "y": 0.00195566824812 }, { "x": 41, "y": 0.00328008950651 }, { "x": 42, "y": 0.00530082332997 }, { "x": 43, "y": 0.00827461700248 }, { "x": 44, "y": 0.0125053445978 }, { "x": 45, "y": 0.01833613685086 }, { "x": 46, "y": 0.02613594149673 }, { "x": 47, "y": 0.03628101610496 }, { "x": 48, "y": 0.04913258444279 }, { "x": 49, "y": 0.06501249214777 }, { "x": 50, "y": 0.08417907479706 }, { "x": 51, "y": 0.10680553979717 }, { "x": 52, "y": 0.13296295278449 }, { "x": 53, "y": 0.16260944907462 }, { "x": 54, "y": 0.19558663918752 }, { "x": 55, "y": 0.2316234437633 }, { "x": 56, "y": 0.27034687869462 }, { "x": 57, "y": 0.31129870327202 }, { "x": 58, "y": 0.35395640424648 }, { "x": 59, "y": 0.39775674788092 }, { "x": 60, "y": 0.44212009112557 }, { "x": 61, "y": 0.48647377795273 }, { "x": 62, "y": 0.53027321653837 }, { "x": 63, "y": 0.57301958795005 }, { "x": 64, "y": 0.61427352747143 }, { "x": 65, "y": 0.65366450166127 }, { "x": 66, "y": 0.6908959435132 }, { "x": 67, "y": 0.72574648202997 }, { "x": 68, "y": 0.75806779998469 }, { "x": 69, "y": 0.78777977341019 }, { "x": 70, "y": 0.81486359491609 }, { "x": 71, "y": 0.83935357186063 }, { "x": 72, "y": 0.86132823392145 }, { "x": 73, "y": 0.88090129748532 }, { "x": 74, "y": 0.89821293026547 }, { "x": 75, "y": 0.91342165036591 }, { "x": 76, "y": 0.92669708878375 }, { "x": 77, "y": 0.93821374952454 }, { "x": 78, "y": 0.94814582104027 }, { "x": 79, "y": 0.95666302837605 }, { "x": 80, "y": 0.96392746733062 }, { "x": 81, "y": 0.97009132898255 }, { "x": 82, "y": 0.97529540321563 }, { "x": 83, "y": 0.97966824110138 }, { "x": 84, "y": 0.98332585576181 }, { "x": 85, "y": 0.98637184734582 }, { "x": 86, "y": 0.98889784795537 }, { "x": 87, "y": 0.99098419501951 }, { "x": 88, "y": 0.99270075534702 }, { "x": 89, "y": 0.99410783584272 }, { "x": 90, "y": 0.99525712990363 }, { "x": 91, "y": 0.99619266033875 }, { "x": 92, "y": 0.99695169001047 }, { "x": 93, "y": 0.99756558017494 }, { "x": 94, "y": 0.99806058371696 }, { "x": 95, "y": 0.99845856623268 }, { "x": 96, "y": 0.9987776523561 }, { "x": 97, "y": 0.99903279802931 }, { "x": 98, "y": 0.99923629175979 }, { "x": 99, "y": 0.99939818946822 }, { "x": 100, "y": 0.99952668846763 }, { "x": 101, "y": 0.99962844657237 }, { "x": 102, "y": 0.99970885243669 }, { "x": 103, "y": 0.9997722530687 }, { "x": 104, "y": 0.99982214413973 }, { "x": 105, "y": 0.99986132827586 }, { "x": 106, "y": 0.99989204602795 }, { "x": 107, "y": 0.99991608370586 }, { "x": 108, "y": 0.99993486175712 }, { "x": 109, "y": 0.99994950688924 }, { "x": 110, "y": 0.9999609106883 }, { "x": 111, "y": 0.99996977708105 }, { "x": 112, "y": 0.9999766606261 }, { "x": 113, "y": 0.99998199730165 }, { "x": 114, "y": 0.99998612918086 }, { "x": 115, "y": 0.99998932414836 }, { "x": 116, "y": 0.99999179160914 }, { "x": 117, "y": 0.99999369497032 }, { "x": 118, "y": 0.99999516153313 }, { "x": 119, "y": 0.99999629031296 }, { "x": 120, "y": 0.99999715820722 }, { "x": 121, "y": 0.99999782484908 }, { "x": 122, "y": 0.99999833641907 }, { "x": 123, "y": 0.99999872863221 }, { "x": 124, "y": 0.9999990290745 }, { "x": 125, "y": 0.99999925902721 }, { "x": 126, "y": 0.99999943488865 }, { "x": 127, "y": 0.99999956928049 }, { "x": 128, "y": 0.99999967190721 }, { "x": 129, "y": 0.99999975022271 }, { "x": 130, "y": 0.9999998099467 }, { "x": 131, "y": 0.99999985546407 }, { "x": 132, "y": 0.99999989013346 }, { "x": 133, "y": 0.99999991652521 }, { "x": 134, "y": 0.99999993660485 }, { "x": 135, "y": 0.9999999518742 } ] }, { "id": 1397, "curve_id": "W2.4", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Substation ", "ci_detail": "light suburban", "source_type": "Peer-reviewed", "source_abbrev": "Watson & Etemadi (2020)", "source_detail": "Watson, E. B. and Etemadi, A. H.: Modeling Electrical Grid Resilience under Hurricane Wind Conditions with Increased Solar and Wind Power Generation, IEEE Transactions on Power Systems, 35, 929–937, https://doi.org/10.1109/TPWRS.2019.2942279, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 4.1418927971465429, "sigma": 0.12199999999999987, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.142, σ=0.122, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "0", "geography": "USA", "hazard_type": "Wind", "num_points": 136, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 2E-14 }, { "x": 26, "y": 2.2E-13 }, { "x": 27, "y": 2.03E-12 }, { "x": 28, "y": 1.603E-11 }, { "x": 29, "y": 1.0825E-10 }, { "x": 30, "y": 6.345E-10 }, { "x": 31, "y": 3.26658E-09 }, { "x": 32, "y": 1.49288E-08 }, { "x": 33, "y": 6.114383E-08 }, { "x": 34, "y": 2.2635011E-07 }, { "x": 35, "y": 7.632163E-07 }, { "x": 36, "y": 2.36031853E-06 }, { "x": 37, "y": 6.7372773E-06 }, { "x": 38, "y": 1.78515021E-05 }, { "x": 39, "y": 4.413742627E-05 }, { "x": 40, "y": 0.00010231775673 }, { "x": 41, "y": 0.00022335863299 }, { "x": 42, "y": 0.00046100229575 }, { "x": 43, "y": 0.00090293050041 }, { "x": 44, "y": 0.0016839709249 }, { "x": 45, "y": 0.0029999266309 }, { "x": 46, "y": 0.00511975388028 }, { "x": 47, "y": 0.00839317803562 }, { "x": 48, "y": 0.01325067296022 }, { "x": 49, "y": 0.02019321653374 }, { "x": 50, "y": 0.02977040920519 }, { "x": 51, "y": 0.04254725972523 }, { "x": 52, "y": 0.05906189720972 }, { "x": 53, "y": 0.07977826525323 }, { "x": 54, "y": 0.1050391042864 }, { "x": 55, "y": 0.13502495230851 }, { "x": 56, "y": 0.16972438651297 }, { "x": 57, "y": 0.2089193795728 }, { "x": 58, "y": 0.25218771029938 }, { "x": 59, "y": 0.29892220314222 }, { "x": 60, "y": 0.34836454415252 }, { "x": 61, "y": 0.39964984167907 }, { "x": 62, "y": 0.4518571645394 }, { "x": 63, "y": 0.50406106170545 }, { "x": 64, "y": 0.55537948506075 }, { "x": 65, "y": 0.6050144483288 }, { "x": 66, "y": 0.65228295993678 }, { "x": 67, "y": 0.69663705851719 }, { "x": 68, "y": 0.73767297847652 }, { "x": 69, "y": 0.77513045091374 }, { "x": 70, "y": 0.80888383123899 }, { "x": 71, "y": 0.83892712252413 }, { "x": 72, "y": 0.86535505949636 }, { "x": 73, "y": 0.88834228716737 }, { "x": 74, "y": 0.90812237885298 }, { "x": 75, "y": 0.92496806006787 }, { "x": 76, "y": 0.93917359846229 }, { "x": 77, "y": 0.95103993303049 }, { "x": 78, "y": 0.96086278030213 }, { "x": 79, "y": 0.96892368853415 }, { "x": 80, "y": 0.97548381823338 }, { "x": 81, "y": 0.98078010479045 }, { "x": 82, "y": 0.98502339693435 }, { "x": 83, "y": 0.98839815056133 }, { "x": 84, "y": 0.99106327805024 }, { "x": 85, "y": 0.99315379618965 }, { "x": 86, "y": 0.99478297092626 }, { "x": 87, "y": 0.99604471619677 }, { "x": 88, "y": 0.99701606132874 }, { "x": 89, "y": 0.9977595531609 }, { "x": 90, "y": 0.99832550312176 }, { "x": 91, "y": 0.99875402529761 }, { "x": 92, "y": 0.99907683921027 }, { "x": 93, "y": 0.99931883137693 }, { "x": 94, "y": 0.99949938380689 }, { "x": 95, "y": 0.99963348657793 }, { "x": 96, "y": 0.99973265666942 }, { "x": 97, "y": 0.99980568734017 }, { "x": 98, "y": 0.9998592524003 }, { "x": 99, "y": 0.99989838844648 }, { "x": 100, "y": 0.99992687605421 }, { "x": 101, "y": 0.99994753845523 }, { "x": 102, "y": 0.99996247365465 }, { "x": 103, "y": 0.99997323345084 }, { "x": 104, "y": 0.99998096052317 }, { "x": 105, "y": 0.99998649271013 }, { "x": 106, "y": 0.99999044183319 }, { "x": 107, "y": 0.99999325292816 }, { "x": 108, "y": 0.99999524850586 }, { "x": 109, "y": 0.99999666145176 }, { "x": 110, "y": 0.99999765935857 }, { "x": 111, "y": 0.99999836243769 }, { "x": 112, "y": 0.99999885664462 }, { "x": 113, "y": 0.99999920325618 }, { "x": 114, "y": 0.9999994458304 }, { "x": 115, "y": 0.99999961524468 }, { "x": 116, "y": 0.99999973332954 }, { "x": 117, "y": 0.99999981548025 }, { "x": 118, "y": 0.99999987252737 }, { "x": 119, "y": 0.99999991207252 }, { "x": 120, "y": 0.99999993943907 }, { "x": 121, "y": 0.99999995834699 }, { "x": 122, "y": 0.99999997139045 }, { "x": 123, "y": 0.99999998037496 }, { "x": 124, "y": 0.99999998655476 }, { "x": 125, "y": 0.99999999079959 }, { "x": 126, "y": 0.99999999371148 }, { "x": 127, "y": 0.99999999570648 }, { "x": 128, "y": 0.99999999707165 }, { "x": 129, "y": 0.99999999800475 }, { "x": 130, "y": 0.99999999864183 }, { "x": 131, "y": 0.99999999907634 }, { "x": 132, "y": 0.99999999937239 }, { "x": 133, "y": 0.9999999995739 }, { "x": 134, "y": 0.99999999971095 }, { "x": 135, "y": 0.99999999980406 } ] }, { "id": 1398, "curve_id": "W2.5", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Substation ", "ci_detail": "suburban", "source_type": "Peer-reviewed", "source_abbrev": "Watson & Etemadi (2020)", "source_detail": "Watson, E. B. and Etemadi, A. H.: Modeling Electrical Grid Resilience under Hurricane Wind Conditions with Increased Solar and Wind Power Generation, IEEE Transactions on Power Systems, 35, 929–937, https://doi.org/10.1109/TPWRS.2019.2942279, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 4.1928927971450207, "sigma": 0.128000000096601, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.193, σ=0.128, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "0", "geography": "USA", "hazard_type": "Wind", "num_points": 136, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 1E-14 }, { "x": 26, "y": 1.4E-13 }, { "x": 27, "y": 1.21E-12 }, { "x": 28, "y": 8.83E-12 }, { "x": 29, "y": 5.593E-11 }, { "x": 30, "y": 3.1028E-10 }, { "x": 31, "y": 1.52439E-09 }, { "x": 32, "y": 6.69887E-09 }, { "x": 33, "y": 2.656418E-08 }, { "x": 34, "y": 9.581267E-08 }, { "x": 35, "y": 3.1657993E-07 }, { "x": 36, "y": 9.6445419E-07 }, { "x": 37, "y": 2.72495383E-06 }, { "x": 38, "y": 7.17837227E-06 }, { "x": 39, "y": 1.77168741E-05 }, { "x": 40, "y": 4.114959142E-05 }, { "x": 41, "y": 9.030717127E-05 }, { "x": 42, "y": 0.00018796351775 }, { "x": 43, "y": 0.00037231145958 }, { "x": 44, "y": 0.00070403067098 }, { "x": 45, "y": 0.00127466362444 }, { "x": 46, "y": 0.00221559821428 }, { "x": 47, "y": 0.00370651402678 }, { "x": 48, "y": 0.00598178469445 }, { "x": 49, "y": 0.00933315261127 }, { "x": 50, "y": 0.01410709543789 }, { "x": 51, "y": 0.02069572790104 }, { "x": 52, "y": 0.02952080100283 }, { "x": 53, "y": 0.04101127790362 }, { "x": 54, "y": 0.05557593267439 }, { "x": 55, "y": 0.07357326446925 }, { "x": 56, "y": 0.09528159046499 }, { "x": 57, "y": 0.12087236965972 }, { "x": 58, "y": 0.15038957940368 }, { "x": 59, "y": 0.18373735482252 }, { "x": 60, "y": 0.22067720871126 }, { "x": 61, "y": 0.26083511672157 }, { "x": 62, "y": 0.30371773196293 }, { "x": 63, "y": 0.34873612096715 }, { "x": 64, "y": 0.39523478934756 }, { "x": 65, "y": 0.44252344284809 }, { "x": 66, "y": 0.48990891152192 }, { "x": 67, "y": 0.53672491367828 }, { "x": 68, "y": 0.58235778525111 }, { "x": 69, "y": 0.62626686843816 }, { "x": 70, "y": 0.66799885957817 }, { "x": 71, "y": 0.70719598966505 }, { "x": 72, "y": 0.74359839866968 }, { "x": 73, "y": 0.77704143451007 }, { "x": 74, "y": 0.80744884657037 }, { "x": 75, "y": 0.83482295641534 }, { "x": 76, "y": 0.85923289135991 }, { "x": 77, "y": 0.88080188378217 }, { "x": 78, "y": 0.8996944972919 }, { "x": 79, "y": 0.91610446604739 }, { "x": 80, "y": 0.93024364823997 }, { "x": 81, "y": 0.94233241680837 }, { "x": 82, "y": 0.95259165226076 }, { "x": 83, "y": 0.96123637145463 }, { "x": 84, "y": 0.96847092533293 }, { "x": 85, "y": 0.97448562756061 }, { "x": 86, "y": 0.97945463199332 }, { "x": 87, "y": 0.98353485575672 }, { "x": 88, "y": 0.98686574161201 }, { "x": 89, "y": 0.98956966340383 }, { "x": 90, "y": 0.99175279730704 }, { "x": 91, "y": 0.99350630553568 }, { "x": 92, "y": 0.99490770513742 }, { "x": 93, "y": 0.99602232022474 }, { "x": 94, "y": 0.99690473994398 }, { "x": 95, "y": 0.99760022571239 }, { "x": 96, "y": 0.99814602929469 }, { "x": 97, "y": 0.9985725980398 }, { "x": 98, "y": 0.99890465519915 }, { "x": 99, "y": 0.99916215200441 }, { "x": 100, "y": 0.9993610944805 }, { "x": 101, "y": 0.99951425222758 }, { "x": 102, "y": 0.99963175903028 }, { "x": 103, "y": 0.99972161651781 }, { "x": 104, "y": 0.99979011253269 }, { "x": 105, "y": 0.99984216564149 }, { "x": 106, "y": 0.99988160656151 }, { "x": 107, "y": 0.99991140635457 }, { "x": 108, "y": 0.99993386018405 }, { "x": 109, "y": 0.99995073433808 }, { "x": 110, "y": 0.99996338315436 }, { "x": 111, "y": 0.99997284148292 }, { "x": 112, "y": 0.99997989741584 }, { "x": 113, "y": 0.99998514920798 }, { "x": 114, "y": 0.99998904961407 }, { "x": 115, "y": 0.99999194026883 }, { "x": 116, "y": 0.99999407823288 }, { "x": 117, "y": 0.99999565640671 }, { "x": 118, "y": 0.99999681916893 }, { "x": 119, "y": 0.99999767431223 }, { "x": 120, "y": 0.99999830212198 }, { "x": 121, "y": 0.99999876225841 }, { "x": 122, "y": 0.99999909895747 }, { "x": 123, "y": 0.99999934494907 }, { "x": 124, "y": 0.99999952440062 }, { "x": 125, "y": 0.99999965512223 }, { "x": 126, "y": 0.99999975021436 }, { "x": 127, "y": 0.99999981929588 }, { "x": 128, "y": 0.99999986941709 }, { "x": 129, "y": 0.99999990573703 }, { "x": 130, "y": 0.99999993202479 }, { "x": 131, "y": 0.99999995102974 }, { "x": 132, "y": 0.9999999647545 }, { "x": 133, "y": 0.99999997465566 }, { "x": 134, "y": 0.99999998179123 }, { "x": 135, "y": 0.99999998692873 } ] }, { "id": 1399, "curve_id": "W2.6", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Substation ", "ci_detail": "light urban", "source_type": "Peer-reviewed", "source_abbrev": "Watson & Etemadi (2020)", "source_detail": "Watson, E. B. and Etemadi, A. H.: Modeling Electrical Grid Resilience under Hurricane Wind Conditions with Increased Solar and Wind Power Generation, IEEE Transactions on Power Systems, 35, 929–937, https://doi.org/10.1109/TPWRS.2019.2942279, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 4.2388927971464652, "sigma": 0.1380000000022365, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.239, σ=0.138, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "0", "geography": "USA", "hazard_type": "Wind", "num_points": 136, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 1E-14 }, { "x": 25, "y": 7E-14 }, { "x": 26, "y": 5.9E-13 }, { "x": 27, "y": 4.14E-12 }, { "x": 28, "y": 2.512E-11 }, { "x": 29, "y": 1.3428E-10 }, { "x": 30, "y": 6.3853E-10 }, { "x": 31, "y": 2.72771E-09 }, { "x": 32, "y": 1.055885E-08 }, { "x": 33, "y": 3.73251E-08 }, { "x": 34, "y": 1.213316E-07 }, { "x": 35, "y": 3.6497172E-07 }, { "x": 36, "y": 1.02169055E-06 }, { "x": 37, "y": 2.67538708E-06 }, { "x": 38, "y": 6.58400256E-06 }, { "x": 39, "y": 1.529250008E-05 }, { "x": 40, "y": 3.365435299E-05 }, { "x": 41, "y": 7.042468507E-05 }, { "x": 42, "y": 0.00014058821018 }, { "x": 43, "y": 0.00026854598249 }, { "x": 44, "y": 0.00049219516412 }, { "x": 45, "y": 0.00086779287596 }, { "x": 46, "y": 0.00147530917012 }, { "x": 47, "y": 0.00242377028111 }, { "x": 48, "y": 0.0038559086631900002 }, { "x": 49, "y": 0.00595131349446 }, { "x": 50, "y": 0.0089272531336 }, { "x": 51, "y": 0.01303644475569 }, { "x": 52, "y": 0.01856128032578 }, { "x": 53, "y": 0.02580436218827 }, { "x": 54, "y": 0.03507561370777 }, { "x": 55, "y": 0.04667665334968 }, { "x": 56, "y": 0.06088349233978 }, { "x": 57, "y": 0.07792888107773 }, { "x": 58, "y": 0.09798574846669 }, { "x": 59, "y": 0.12115313432482 }, { "x": 60, "y": 0.14744581531289 }, { "x": 61, "y": 0.17678849817967 }, { "x": 62, "y": 0.20901504499932 }, { "x": 63, "y": 0.24387275548956 }, { "x": 64, "y": 0.2810313129096 }, { "x": 65, "y": 0.32009564624821 }, { "x": 66, "y": 0.36062170365594 }, { "x": 67, "y": 0.40213398664751 }, { "x": 68, "y": 0.44414366297481 }, { "x": 69, "y": 0.48616614702865 }, { "x": 70, "y": 0.52773718967748 }, { "x": 71, "y": 0.56842672882108 }, { "x": 72, "y": 0.60784999044224 }, { "x": 73, "y": 0.64567557224908 }, { "x": 74, "y": 0.6816304670004 }, { "x": 75, "y": 0.71550217476048 }, { "x": 76, "y": 0.7471382031119 }, { "x": 77, "y": 0.7764433579154 }, { "x": 78, "y": 0.80337528550274 }, { "x": 79, "y": 0.82793874481756 }, { "x": 80, "y": 0.85017907195576 }, { "x": 81, "y": 0.87017525796102 }, { "x": 82, "y": 0.88803300194658 }, { "x": 83, "y": 0.90387803339393 }, { "x": 84, "y": 0.91784992647799 }, { "x": 85, "y": 0.93009656075863 }, { "x": 86, "y": 0.94076932037978 }, { "x": 87, "y": 0.95001907045803 }, { "x": 88, "y": 0.95799290584103 }, { "x": 89, "y": 0.96483163409898 }, { "x": 90, "y": 0.9706679309704 }, { "x": 91, "y": 0.97562509149923 }, { "x": 92, "y": 0.97981629246727 }, { "x": 93, "y": 0.98334428001536 }, { "x": 94, "y": 0.98630139914338 }, { "x": 95, "y": 0.98876988777256 }, { "x": 96, "y": 0.99082236609854 }, { "x": 97, "y": 0.99252246110489994 }, { "x": 98, "y": 0.99392551559041 }, { "x": 99, "y": 0.99507934032375 }, { "x": 100, "y": 0.99602497658145 }, { "x": 101, "y": 0.99679744409838 }, { "x": 102, "y": 0.99742645623208 }, { "x": 103, "y": 0.99793708986991 }, { "x": 104, "y": 0.99835040231699 }, { "x": 105, "y": 0.99868399116065 }, { "x": 106, "y": 0.99895249601306 }, { "x": 107, "y": 0.99916804319728 }, { "x": 108, "y": 0.99934063597997 }, { "x": 109, "y": 0.99947849397697 }, { "x": 110, "y": 0.99958834596952 }, { "x": 111, "y": 0.99967568066113 }, { "x": 112, "y": 0.99974495995703 }, { "x": 113, "y": 0.99979979922748 }, { "x": 114, "y": 0.99984311877608 }, { "x": 115, "y": 0.99987727041991 }, { "x": 116, "y": 0.99990414273195 }, { "x": 117, "y": 0.99992524812467 }, { "x": 118, "y": 0.9999417945838 }, { "x": 119, "y": 0.99995474450782 }, { "x": 120, "y": 0.99996486277741 }, { "x": 121, "y": 0.99997275587777 }, { "x": 122, "y": 0.99997890362463 }, { "x": 123, "y": 0.99998368480475 }, { "x": 124, "y": 0.99998739783106 }, { "x": 125, "y": 0.99999027733053 }, { "x": 126, "y": 0.99999250742654 }, { "x": 127, "y": 0.99999423234486 }, { "x": 128, "y": 0.99999556485978 }, { "x": 129, "y": 0.99999659300323 }, { "x": 130, "y": 0.99999738538105 }, { "x": 131, "y": 0.99999799537588 }, { "x": 132, "y": 0.99999846446242 }, { "x": 133, "y": 0.99999882481685 }, { "x": 134, "y": 0.99999910136675 }, { "x": 135, "y": 0.99999931339803 } ] }, { "id": 1400, "curve_id": "W2.7", "sector": "Energy", "ci_type": "Substation", "ci_desc": "Substation ", "ci_detail": "urban", "source_type": "Peer-reviewed", "source_abbrev": "Watson & Etemadi (2020)", "source_detail": "Watson, E. B. and Etemadi, A. H.: Modeling Electrical Grid Resilience under Hurricane Wind Conditions with Increased Solar and Wind Power Generation, IEEE Transactions on Power Systems, 35, 929–937, https://doi.org/10.1109/TPWRS.2019.2942279, 2020.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 4.26289279714646, "sigma": 0.13600000000187348, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.263, σ=0.136, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "3-sec peak gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "0", "geography": "USA", "hazard_type": "Wind", "num_points": 136, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 1E-14 }, { "x": 26, "y": 7E-14 }, { "x": 27, "y": 5.8E-13 }, { "x": 28, "y": 3.87E-12 }, { "x": 29, "y": 2.27E-11 }, { "x": 30, "y": 1.1791E-10 }, { "x": 31, "y": 5.4755E-10 }, { "x": 32, "y": 2.29424E-09 }, { "x": 33, "y": 8.7435E-09 }, { "x": 34, "y": 3.052837E-08 }, { "x": 35, "y": 9.829425E-08 }, { "x": 36, "y": 2.9357577E-07 }, { "x": 37, "y": 8.1771467E-07 }, { "x": 38, "y": 2.13443818E-06 }, { "x": 39, "y": 5.24431831E-06 }, { "x": 40, "y": 1.217798128E-05 }, { "x": 41, "y": 2.682571128E-05 }, { "x": 42, "y": 5.624621772E-05 }, { "x": 43, "y": 0.00011260543372 }, { "x": 44, "y": 0.000215874135 }, { "x": 45, "y": 0.00039734938518 }, { "x": 46, "y": 0.00070395377249 }, { "x": 47, "y": 0.0012031125912 }, { "x": 48, "y": 0.00198782935999 }, { "x": 49, "y": 0.00318140280841 }, { "x": 50, "y": 0.00494108961602 }, { "x": 51, "y": 0.00745995311488 }, { "x": 52, "y": 0.01096617733842 }, { "x": 53, "y": 0.01571928129221 }, { "x": 54, "y": 0.02200293311804 }, { "x": 55, "y": 0.03011441030264 }, { "x": 56, "y": 0.04035113595756 }, { "x": 57, "y": 0.05299508903915 }, { "x": 58, "y": 0.06829618505323 }, { "x": 59, "y": 0.08645590972193 }, { "x": 60, "y": 0.10761253445565 }, { "x": 61, "y": 0.13182914303829 }, { "x": 62, "y": 0.15908546804885 }, { "x": 63, "y": 0.18927420467902 }, { "x": 64, "y": 0.22220208141146 }, { "x": 65, "y": 0.25759556824413 }, { "x": 66, "y": 0.29511073775610003 }, { "x": 67, "y": 0.33434649794312 }, { "x": 68, "y": 0.37486021211264 }, { "x": 69, "y": 0.41618462062172 }, { "x": 70, "y": 0.45784497962515 }, { "x": 71, "y": 0.49937542060572 }, { "x": 72, "y": 0.54033369135895 }, { "x": 73, "y": 0.58031364061071 }, { "x": 74, "y": 0.61895503038867 }, { "x": 75, "y": 0.65595048067858 }, { "x": 76, "y": 0.69104955188114 }, { "x": 77, "y": 0.7240601393463 }, { "x": 78, "y": 0.7548474833199 }, { "x": 79, "y": 0.78333118444274 }, { "x": 80, "y": 0.80948066104687 }, { "x": 81, "y": 0.8333094944989 }, { "x": 82, "y": 0.85486908928981 }, { "x": 83, "y": 0.87424203291924 }, { "x": 84, "y": 0.89153548437285 }, { "x": 85, "y": 0.90687485605031 }, { "x": 86, "y": 0.92039798824273 }, { "x": 87, "y": 0.93224995230755 }, { "x": 88, "y": 0.94257856186293 }, { "x": 89, "y": 0.95153062270663 }, { "x": 90, "y": 0.9592489127658 }, { "x": 91, "y": 0.96586985334291 }, { "x": 92, "y": 0.97152181172731 }, { "x": 93, "y": 0.97632396193998 }, { "x": 94, "y": 0.98038562376404 }, { "x": 95, "y": 0.98380599897927 }, { "x": 96, "y": 0.98667422657309 }, { "x": 97, "y": 0.98906968445068 }, { "x": 98, "y": 0.99106247276913 }, { "x": 99, "y": 0.99271402260671 }, { "x": 100, "y": 0.99407778255941 }, { "x": 101, "y": 0.99519994451892 }, { "x": 102, "y": 0.99612017796591 }, { "x": 103, "y": 0.99687234938282 }, { "x": 104, "y": 0.99748520972732 }, { "x": 105, "y": 0.99798303827336 }, { "x": 106, "y": 0.99838623554284 }, { "x": 107, "y": 0.99871186158065 }, { "x": 108, "y": 0.99897411855999 }, { "x": 109, "y": 0.99918477874453 }, { "x": 110, "y": 0.99935356028755 }, { "x": 111, "y": 0.99948845431777 }, { "x": 112, "y": 0.99959600734435 }, { "x": 113, "y": 0.99968156329418 }, { "x": 114, "y": 0.99974946954878 }, { "x": 115, "y": 0.9998032512368 }, { "x": 116, "y": 0.99984575781466 }, { "x": 117, "y": 0.99987928567124 }, { "x": 118, "y": 0.99990568015639 }, { "x": 119, "y": 0.99992642008082 }, { "x": 120, "y": 0.99994268738384 }, { "x": 121, "y": 0.9999554243287 }, { "x": 122, "y": 0.99996538026991 }, { "x": 123, "y": 0.99997314974859 }, { "x": 124, "y": 0.99997920341197 }, { "x": 125, "y": 0.99998391302287 }, { "x": 126, "y": 0.99998757162287 }, { "x": 127, "y": 0.99999040973805 }, { "x": 128, "y": 0.99999260836534 }, { "x": 129, "y": 0.99999430934991 }, { "x": 130, "y": 0.99999562365531 }, { "x": 131, "y": 0.99999663793732 }, { "x": 132, "y": 0.9999974197567 }, { "x": 133, "y": 0.99999802170277 }, { "x": 134, "y": 0.99999848464817 }, { "x": 135, "y": 0.99999884031229 } ] }, { "id": 1401, "curve_id": "W21.1", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "School", "ci_detail": "Building design: Marcos", "source_type": "Peer-reviewed", "source_abbrev": "Acosta et al. (2018)", "source_detail": "Acosta, T. J. S., Galisim, J. J., Tan, L. R., and Hernandez, J. Y.: Development of Empirical Wind Vulnerability Curves of School Buildings Damaged by the 2016 Typhoon Nina, Procedia Engineering, 212, 395–402, https://doi.org/10.1016/j.proeng.2018.01.051, 2018.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": 4.4189486123561679, "sigma": 0.90124894871870331, "method": "Curve fitting", "mu_sigma_quality": 0.9379271797805171, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.419, σ=0.901, R²=0.938; Mu/sigma can be used for reconstruction (quality: 0.938); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Wind speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Southern Luzon, Philippines", "hazard_type": "Wind", "num_points": 141, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 3.9711E-10 }, { "x": 22, "y": 4.1902545E-07 }, { "x": 23, "y": 1.237460277E-05 }, { "x": 24, "y": 0.00010085715446 }, { "x": 25, "y": 0.0004323284348 }, { "x": 26, "y": 0.00127169613447 }, { "x": 27, "y": 0.002932988808 }, { "x": 28, "y": 0.00571932407445 }, { "x": 29, "y": 0.00987702106989 }, { "x": 30, "y": 0.01557123498104 }, { "x": 31, "y": 0.02288030961244 }, { "x": 32, "y": 0.03180272035222 }, { "x": 33, "y": 0.0422707500848 }, { "x": 34, "y": 0.05416655327352 }, { "x": 35, "y": 0.06733786070741 }, { "x": 36, "y": 0.08161184168591 }, { "x": 37, "y": 0.09680650548916 }, { "x": 38, "y": 0.11273955469149 }, { "x": 39, "y": 0.12923489282085 }, { "x": 40, "y": 0.14612712118212 }, { "x": 41, "y": 0.16326439669005 }, { "x": 42, "y": 0.18051000686383 }, { "x": 43, "y": 0.19774297689181 }, { "x": 44, "y": 0.21485797319915 }, { "x": 45, "y": 0.23176471738243 }, { "x": 46, "y": 0.24838707833958 }, { "x": 47, "y": 0.26466197084283 }, { "x": 48, "y": 0.28053815606395 }, { "x": 49, "y": 0.29597501325299 }, { "x": 50, "y": 0.31094133111618 }, { "x": 51, "y": 0.32541415154554 }, { "x": 52, "y": 0.33937768635509 }, { "x": 53, "y": 0.35282231879294 }, { "x": 54, "y": 0.3657436951569 }, { "x": 55, "y": 0.37814190728662 }, { "x": 56, "y": 0.39002076358669 }, { "x": 57, "y": 0.40138714419522 }, { "x": 58, "y": 0.41225043466858 }, { "x": 59, "y": 0.42262203188869 }, { "x": 60, "y": 0.43251491564709 }, { "x": 61, "y": 0.4419432793947 }, { "x": 62, "y": 0.45092221387239 }, { "x": 63, "y": 0.45946743768683 }, { "x": 64, "y": 0.46759506931621 }, { "x": 65, "y": 0.47532143548613 }, { "x": 66, "y": 0.48266291132106 }, { "x": 67, "y": 0.48963578813333 }, { "x": 68, "y": 0.49625616514936 }, { "x": 69, "y": 0.50253986188315 }, { "x": 70, "y": 0.50850234824711 }, { "x": 71, "y": 0.51415868983801 }, { "x": 72, "y": 0.51952350615051 }, { "x": 73, "y": 0.52461093975471 }, { "x": 74, "y": 0.5294346347271 }, { "x": 75, "y": 0.53400772284991 }, { "x": 76, "y": 0.53834281629345 }, { "x": 77, "y": 0.54245200567178 }, { "x": 78, "y": 0.54634686251679 }, { "x": 79, "y": 0.55003844535141 }, { "x": 80, "y": 0.55353730866072 }, { "x": 81, "y": 0.55685351416299 }, { "x": 82, "y": 0.55999664387259 }, { "x": 83, "y": 0.56297581452399 }, { "x": 84, "y": 0.56579969299375 }, { "x": 85, "y": 0.5684765124155 }, { "x": 86, "y": 0.57101408873273 }, { "x": 87, "y": 0.57341983747762 }, { "x": 88, "y": 0.57570079060096 }, { "x": 89, "y": 0.57786361320981 }, { "x": 90, "y": 0.57991462009673 }, { "x": 91, "y": 0.5818597919673 }, { "x": 92, "y": 0.58370479129239 }, { "x": 93, "y": 0.58545497772802 }, { "x": 94, "y": 0.58711542305981 }, { "x": 95, "y": 0.58869092564076 }, { "x": 96, "y": 0.59018602430086 }, { "x": 97, "y": 0.59160501171536 }, { "x": 98, "y": 0.59295194722534 }, { "x": 99, "y": 0.59423066910966 }, { "x": 100, "y": 0.59544480631225 }, { "x": 101, "y": 0.59659778963199 }, { "x": 102, "y": 0.59769286238585 }, { "x": 103, "y": 0.5987330905578 }, { "x": 104, "y": 0.59972137244823 }, { "x": 105, "y": 0.60066044783963 }, { "x": 106, "y": 0.6015529066954 }, { "x": 107, "y": 0.60240119740929 }, { "x": 108, "y": 0.60320763462334 }, { "x": 109, "y": 0.60397440663233 }, { "x": 110, "y": 0.60470358239271 }, { "x": 111, "y": 0.60539711815401 }, { "x": 112, "y": 0.60605686373019 }, { "x": 113, "y": 0.60668456842824 }, { "x": 114, "y": 0.60728188665073 }, { "x": 115, "y": 0.60785038318873 }, { "x": 116, "y": 0.60839153822069 }, { "x": 117, "y": 0.60890675203268 }, { "x": 118, "y": 0.60939734947437 }, { "x": 119, "y": 0.60986458416498 }, { "x": 120, "y": 0.61030964246247 }, { "x": 121, "y": 0.61073364720889 }, { "x": 122, "y": 0.61113766126401 }, { "x": 123, "y": 0.61152269083909 }, { "x": 124, "y": 0.61188968864158 }, { "x": 125, "y": 0.6122395568416 }, { "x": 126, "y": 0.61257314986997 }, { "x": 127, "y": 0.61289127705741 }, { "x": 128, "y": 0.61319470512383 }, { "x": 129, "y": 0.61348416052625 }, { "x": 130, "y": 0.61376033167341 }, { "x": 131, "y": 0.61402387101465 }, { "x": 132, "y": 0.61427539701033 }, { "x": 133, "y": 0.6145154959905 }, { "x": 134, "y": 0.61474472390829 }, { "x": 135, "y": 0.61496360799408 }, { "x": 136, "y": 0.61517264831619 }, { "x": 137, "y": 0.61537231925339 }, { "x": 138, "y": 0.61556307088438 }, { "x": 139, "y": 0.61574533029913 }, { "x": 140, "y": 0.61591950283633 } ] }, { "id": 1402, "curve_id": "W21.10", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "School", "ci_detail": "Wooden roof structure", "source_type": "Peer-reviewed", "source_abbrev": "Acosta (2022)", "source_detail": "Acosta, T. S.: Risk assessment of low-rise educational buildings with wooden roof structures against severe wind loadings, Journal of Asian Architecture and Building Engineering, 21, 973–985, https://doi.org/10.1080/13467581.2021.1909596, 2022.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": 4.7313999999472722, "sigma": 0.40609999994386203, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.731, σ=0.406, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "3s gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E)", "geography": "Philippines", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 1E-14 }, { "x": 6, "y": 2.3E-13 }, { "x": 7, "y": 3.46E-12 }, { "x": 8, "y": 3.282E-11 }, { "x": 9, "y": 2.184E-10 }, { "x": 10, "y": 1.11002E-09 }, { "x": 11, "y": 4.56537E-09 }, { "x": 12, "y": 1.584152E-08 }, { "x": 13, "y": 4.783252E-08 }, { "x": 14, "y": 1.2866623E-07 }, { "x": 15, "y": 3.1401359E-07 }, { "x": 16, "y": 7.0540901E-07 }, { "x": 17, "y": 1.47561383E-06 }, { "x": 18, "y": 2.90159673E-06 }, { "x": 19, "y": 5.40511574E-06 }, { "x": 20, "y": 9.60024143E-06 }, { "x": 21, "y": 1.634653887E-05 }, { "x": 22, "y": 2.680609398E-05 }, { "x": 23, "y": 4.250217724E-05 }, { "x": 24, "y": 6.537711005E-05 }, { "x": 25, "y": 9.784684345E-05 }, { "x": 26, "y": 0.000142849863 }, { "x": 27, "y": 0.00020388827464 }, { "x": 28, "y": 0.00028505927237 }, { "x": 29, "y": 0.00039107560582 }, { "x": 30, "y": 0.00052727412064 }, { "x": 31, "y": 0.00069961190652 }, { "x": 32, "y": 0.00091465003169 }, { "x": 33, "y": 0.00117952524784 }, { "x": 34, "y": 0.00150191040308 }, { "x": 35, "y": 0.00188996459232 }, { "x": 36, "y": 0.00235227430141 }, { "x": 37, "y": 0.00289778696335 }, { "x": 38, "y": 0.00353573844406 }, { "x": 39, "y": 0.004275576018 }, { "x": 40, "y": 0.00512687838624 }, { "x": 41, "y": 0.00609927423931 }, { "x": 42, "y": 0.00720236078228 }, { "x": 43, "y": 0.00844562352767 }, { "x": 44, "y": 0.00983835853044 }, { "x": 45, "y": 0.01138959809503 }, { "x": 46, "y": 0.01310804083334 }, { "x": 47, "y": 0.01500198679974 }, { "x": 48, "y": 0.01707927827861 }, { "x": 49, "y": 0.01934724665579 }, { "x": 50, "y": 0.02181266566876 }, { "x": 51, "y": 0.02448171120562 }, { "x": 52, "y": 0.0273599277087 }, { "x": 53, "y": 0.03045220113784 }, { "x": 54, "y": 0.03376273836007 }, { "x": 55, "y": 0.0372950527571 }, { "x": 56, "y": 0.04105195577915 }, { "x": 57, "y": 0.04503555412255 }, { "x": 58, "y": 0.04924725216876 }, { "x": 59, "y": 0.05368775929292 }, { "x": 60, "y": 0.05835710162952 }, { "x": 61, "y": 0.06325463787106 }, { "x": 62, "y": 0.06837907867077 }, { "x": 63, "y": 0.07372850922239 }, { "x": 64, "y": 0.07930041459695 }, { "x": 65, "y": 0.08509170742859 }, { "x": 66, "y": 0.09109875755655 }, { "x": 67, "y": 0.09731742324936 }, { "x": 68, "y": 0.10374308365774 }, { "x": 69, "y": 0.11037067216531 }, { "x": 70, "y": 0.11719471032976 }, { "x": 71, "y": 0.12420934213163 }, { "x": 72, "y": 0.13140836827187 }, { "x": 73, "y": 0.13878528028451 }, { "x": 74, "y": 0.14633329425406 }, { "x": 75, "y": 0.1540453839512 }, { "x": 76, "y": 0.16191431322261 }, { "x": 77, "y": 0.16993266749251 }, { "x": 78, "y": 0.17809288425372 }, { "x": 79, "y": 0.18638728244573 }, { "x": 80, "y": 0.19480809063474 }, { "x": 81, "y": 0.20334747392795 }, { "x": 82, "y": 0.21199755956932 }, { "x": 83, "y": 0.2207504611786 }, { "x": 84, "y": 0.22959830160804 }, { "x": 85, "y": 0.23853323440295 }, { "x": 86, "y": 0.24754746386292 }, { "x": 87, "y": 0.25663326370954 }, { "x": 88, "y": 0.26578299437503 }, { "x": 89, "y": 0.27498911893325 }, { "x": 90, "y": 0.28424421770099 }, { "x": 91, "y": 0.29354100154263 }, { "x": 92, "y": 0.30287232391607 }, { "x": 93, "y": 0.3122311917014 }, { "x": 94, "y": 0.32161077485715 }, { "x": 95, "y": 0.331004414951 }, { "x": 96, "y": 0.34040563261418 }, { "x": 97, "y": 0.34980813396973 }, { "x": 98, "y": 0.35920581608597 }, { "x": 99, "y": 0.36859277150662 }, { "x": 100, "y": 0.37796329190954 } ] }, { "id": 1403, "curve_id": "W21.2", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "School", "ci_detail": "Building design: BLSB1", "source_type": "Peer-reviewed", "source_abbrev": "Acosta et al. (2018)", "source_detail": "Acosta, T. J. S., Galisim, J. J., Tan, L. R., and Hernandez, J. Y.: Development of Empirical Wind Vulnerability Curves of School Buildings Damaged by the 2016 Typhoon Nina, Procedia Engineering, 212, 395–402, https://doi.org/10.1016/j.proeng.2018.01.051, 2018.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": 4.9412849078054206, "sigma": 1.2898467749027134, "method": "Curve fitting", "mu_sigma_quality": 0.89957241393275567, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.941, σ=1.290, R²=0.900; Mu/sigma can be used for reconstruction (quality: 0.900); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Wind speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Southern Luzon, Philippines", "hazard_type": "Wind", "num_points": 141, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 4.5807E-10 }, { "x": 22, "y": 4.9812977E-07 }, { "x": 23, "y": 1.453745945E-05 }, { "x": 24, "y": 0.00011600670903 }, { "x": 25, "y": 0.00048576579064 }, { "x": 26, "y": 0.00139573278931 }, { "x": 27, "y": 0.00314663223779 }, { "x": 28, "y": 0.00600387113928 }, { "x": 29, "y": 0.01015626342075 }, { "x": 30, "y": 0.01570077216973 }, { "x": 31, "y": 0.0226464885597 }, { "x": 32, "y": 0.03092938904892 }, { "x": 33, "y": 0.04043117677907 }, { "x": 34, "y": 0.05099794985648 }, { "x": 35, "y": 0.06245646085191 }, { "x": 36, "y": 0.07462710286995 }, { "x": 37, "y": 0.08733356665673 }, { "x": 38, "y": 0.10040952528063 }, { "x": 39, "y": 0.11370286592208 }, { "x": 40, "y": 0.12707801007657 }, { "x": 41, "y": 0.14041681428977 }, { "x": 42, "y": 0.15361846561934 }, { "x": 43, "y": 0.16659870276835 }, { "x": 44, "y": 0.17928861697057 }, { "x": 45, "y": 0.19163322108437 }, { "x": 46, "y": 0.20358992207157 }, { "x": 47, "y": 0.21512699032215 }, { "x": 48, "y": 0.22622208756071 }, { "x": 49, "y": 0.23686089155163 }, { "x": 50, "y": 0.24703583881127 }, { "x": 51, "y": 0.25674499455593 }, { "x": 52, "y": 0.26599105093622 }, { "x": 53, "y": 0.27478044924788 }, { "x": 54, "y": 0.28312261849826 }, { "x": 55, "y": 0.29102932085859 }, { "x": 56, "y": 0.29851409370176 }, { "x": 57, "y": 0.30559177778623 }, { "x": 58, "y": 0.3122781214586 }, { "x": 59, "y": 0.3185894513377 }, { "x": 60, "y": 0.32454240069083 }, { "x": 61, "y": 0.33015368753167 }, { "x": 62, "y": 0.33543993530424 }, { "x": 63, "y": 0.34041752982931 }, { "x": 64, "y": 0.3451025069565 }, { "x": 65, "y": 0.34951046607415 }, { "x": 66, "y": 0.35365650527287 }, { "x": 67, "y": 0.357555174537 }, { "x": 68, "y": 0.36122044385203 }, { "x": 69, "y": 0.36466568356891 }, { "x": 70, "y": 0.36790365476242 }, { "x": 71, "y": 0.3709465076662 }, { "x": 72, "y": 0.37380578656564 }, { "x": 73, "y": 0.37649243978754 }, { "x": 74, "y": 0.37901683364717 }, { "x": 75, "y": 0.38138876940232 }, { "x": 76, "y": 0.38361750242623 }, { "x": 77, "y": 0.38571176294816 }, { "x": 78, "y": 0.38767977782761 }, { "x": 79, "y": 0.38952929292628 }, { "x": 80, "y": 0.39126759572542 }, { "x": 81, "y": 0.39290153790575 }, { "x": 82, "y": 0.39443755766597 }, { "x": 83, "y": 0.39588170160468 }, { "x": 84, "y": 0.39723964603107 }, { "x": 85, "y": 0.39851671760383 }, { "x": 86, "y": 0.39971791322524 }, { "x": 87, "y": 0.40084791914034 }, { "x": 88, "y": 0.40191112920986 }, { "x": 89, "y": 0.40291166234051 }, { "x": 90, "y": 0.40385337906861 }, { "x": 91, "y": 0.40473989730242 }, { "x": 92, "y": 0.40557460723655 }, { "x": 93, "y": 0.4063606854573 }, { "x": 94, "y": 0.40710110826254 }, { "x": 95, "y": 0.4077986642229 }, { "x": 96, "y": 0.40845596601337 }, { "x": 97, "y": 0.40907546154607 }, { "x": 98, "y": 0.40965944443553 }, { "x": 99, "y": 0.41021006382861 }, { "x": 100, "y": 0.41072933363083 }, { "x": 101, "y": 0.41121914116062 }, { "x": 102, "y": 0.41168125526235 }, { "x": 103, "y": 0.4121173339083 }, { "x": 104, "y": 0.41252893131856 }, { "x": 105, "y": 0.41291750462698 }, { "x": 106, "y": 0.41328442011998 }, { "x": 107, "y": 0.413630959074 }, { "x": 108, "y": 0.41395832321604 }, { "x": 109, "y": 0.41426763983058 }, { "x": 110, "y": 0.414559966535 }, { "x": 111, "y": 0.41483629574433 }, { "x": 112, "y": 0.4150975588451 }, { "x": 113, "y": 0.41534463009693 }, { "x": 114, "y": 0.41557833027938 }, { "x": 115, "y": 0.41579943010051 }, { "x": 116, "y": 0.41600865338272 }, { "x": 117, "y": 0.41620668004036 }, { "x": 118, "y": 0.41639414886281 }, { "x": 119, "y": 0.41657166011578 }, { "x": 120, "y": 0.41673977797278 }, { "x": 121, "y": 0.4168990327881 }, { "x": 122, "y": 0.41704992322161 }, { "x": 123, "y": 0.41719291822535 }, { "x": 124, "y": 0.41732845890094 }, { "x": 125, "y": 0.41745696023647 }, { "x": 126, "y": 0.41757881273088 }, { "x": 127, "y": 0.41769438391319 }, { "x": 128, "y": 0.41780401976363 }, { "x": 129, "y": 0.41790804604325 }, { "x": 130, "y": 0.41800676953788 }, { "x": 131, "y": 0.41810047922237 }, { "x": 132, "y": 0.4181894473501 }, { "x": 133, "y": 0.41827393047304 }, { "x": 134, "y": 0.41835417039656 }, { "x": 135, "y": 0.41843039507371 }, { "x": 136, "y": 0.41850281944254 }, { "x": 137, "y": 0.4185716462106 }, { "x": 138, "y": 0.41863706658976 }, { "x": 139, "y": 0.41869926098487 }, { "x": 140, "y": 0.41875839963901 } ] }, { "id": 1404, "curve_id": "W21.3", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "School", "ci_detail": "Building design: RPUS", "source_type": "Peer-reviewed", "source_abbrev": "Acosta et al. (2018)", "source_detail": "Acosta, T. J. S., Galisim, J. J., Tan, L. R., and Hernandez, J. Y.: Development of Empirical Wind Vulnerability Curves of School Buildings Damaged by the 2016 Typhoon Nina, Procedia Engineering, 212, 395–402, https://doi.org/10.1016/j.proeng.2018.01.051, 2018.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": 4.6662582777975352, "sigma": 0.92369264604693968, "method": "Curve fitting", "mu_sigma_quality": 0.96537118381712173, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.666, σ=0.924, R²=0.965; Mu/sigma can be used for reconstruction (quality: 0.965); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Wind speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Southern Luzon, Philippines", "hazard_type": "Wind", "num_points": 141, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 5.500403E-08 }, { "x": 24, "y": 1.256240045E-05 }, { "x": 25, "y": 0.00014309247131 }, { "x": 26, "y": 0.0006256597484 }, { "x": 27, "y": 0.00173119065316 }, { "x": 28, "y": 0.00368444357499 }, { "x": 29, "y": 0.00663172224354 }, { "x": 30, "y": 0.01064122592186 }, { "x": 31, "y": 0.01571703424572 }, { "x": 32, "y": 0.02181618647094 }, { "x": 33, "y": 0.028864261693 }, { "x": 34, "y": 0.03676796002799 }, { "x": 35, "y": 0.04542457267568 }, { "x": 36, "y": 0.05472875636764 }, { "x": 37, "y": 0.06457716104201 }, { "x": 38, "y": 0.0748714301724 }, { "x": 39, "y": 0.08552000877212 }, { "x": 40, "y": 0.0964391015082 }, { "x": 41, "y": 0.10755304068956 }, { "x": 42, "y": 0.11879425632939 }, { "x": 43, "y": 0.1301029878286 }, { "x": 44, "y": 0.14142683696222 }, { "x": 45, "y": 0.1527202322436 }, { "x": 46, "y": 0.16394385305857 }, { "x": 47, "y": 0.17506404625978 }, { "x": 48, "y": 0.18605225665495 }, { "x": 49, "y": 0.19688448483453 }, { "x": 50, "y": 0.2075407801795 }, { "x": 51, "y": 0.21800477301046 }, { "x": 52, "y": 0.22826324720223 }, { "x": 53, "y": 0.23830575283837 }, { "x": 54, "y": 0.24812425736048 }, { "x": 55, "y": 0.2577128329908 }, { "x": 56, "y": 0.26706737783802 }, { "x": 57, "y": 0.27618536793952 }, { "x": 58, "y": 0.28506563747742 }, { "x": 59, "y": 0.293708184483 }, { "x": 60, "y": 0.30211399947839 }, { "x": 61, "y": 0.31028491467182 }, { "x": 62, "y": 0.31822347150619 }, { "x": 63, "y": 0.32593280454936 }, { "x": 64, "y": 0.33341653989978 }, { "x": 65, "y": 0.34067870645924 }, { "x": 66, "y": 0.34772365859153 }, { "x": 67, "y": 0.35455600884146 }, { "x": 68, "y": 0.36118056953076 }, { "x": 69, "y": 0.36760230217761 }, { "x": 70, "y": 0.37382627380366 }, { "x": 71, "y": 0.37985761929828 }, { "x": 72, "y": 0.38570150910473 }, { "x": 73, "y": 0.39136312157743 }, { "x": 74, "y": 0.39684761943538 }, { "x": 75, "y": 0.40216012980377 }, { "x": 76, "y": 0.40730572739565 }, { "x": 77, "y": 0.41228942043841 }, { "x": 78, "y": 0.41711613899673 }, { "x": 79, "y": 0.42179072538512 }, { "x": 80, "y": 0.42631792639983 }, { "x": 81, "y": 0.43070238713244 }, { "x": 82, "y": 0.43494864615583 }, { "x": 83, "y": 0.43906113189866 }, { "x": 84, "y": 0.44304416004687 }, { "x": 85, "y": 0.44690193182998 }, { "x": 86, "y": 0.4506385330678 }, { "x": 87, "y": 0.45425793386808 }, { "x": 88, "y": 0.45776398887928 }, { "x": 89, "y": 0.46116043801442 }, { "x": 90, "y": 0.46445090757258 }, { "x": 91, "y": 0.46763891169368 }, { "x": 92, "y": 0.47072785409029 }, { "x": 93, "y": 0.47372103000765 }, { "x": 94, "y": 0.47662162836891 }, { "x": 95, "y": 0.47943273406866 }, { "x": 96, "y": 0.4821573303822 }, { "x": 97, "y": 0.48479830146283 }, { "x": 98, "y": 0.48735843490259 }, { "x": 99, "y": 0.48984042433592 }, { "x": 100, "y": 0.49224687206786 }, { "x": 101, "y": 0.49458029171176 }, { "x": 102, "y": 0.49684311082297 }, { "x": 103, "y": 0.49903767351756 }, { "x": 104, "y": 0.50116624306649 }, { "x": 105, "y": 0.50323100445729 }, { "x": 106, "y": 0.50523406691664 }, { "x": 107, "y": 0.50717746638839 }, { "x": 108, "y": 0.50906316796251 }, { "x": 109, "y": 0.51089306825146 }, { "x": 110, "y": 0.51266899771118 }, { "x": 111, "y": 0.5143927229044 }, { "x": 112, "y": 0.51606594870502 }, { "x": 113, "y": 0.51769032044207 }, { "x": 114, "y": 0.51926742598308 }, { "x": 115, "y": 0.52079879775615 }, { "x": 116, "y": 0.5222859147111 }, { "x": 117, "y": 0.52373020421983 }, { "x": 118, "y": 0.52513304391652 }, { "x": 119, "y": 0.52649576347838 }, { "x": 120, "y": 0.5278196463478 }, { "x": 121, "y": 0.52910593139702 }, { "x": 122, "y": 0.53035581453638 }, { "x": 123, "y": 0.53157045026742 }, { "x": 124, "y": 0.53275095318206 }, { "x": 125, "y": 0.53389839940932 }, { "x": 126, "y": 0.5350138280108 }, { "x": 127, "y": 0.53609824232652 }, { "x": 128, "y": 0.53715261127232 }, { "x": 129, "y": 0.53817787059051 }, { "x": 130, "y": 0.53917492405499 }, { "x": 131, "y": 0.54014464463237 }, { "x": 132, "y": 0.5410878756005 }, { "x": 133, "y": 0.5420054316258 }, { "x": 134, "y": 0.54289809980071 }, { "x": 135, "y": 0.54376664064275 }, { "x": 136, "y": 0.54461178905633 }, { "x": 137, "y": 0.54543425525882 }, { "x": 138, "y": 0.54623472567196 }, { "x": 139, "y": 0.54701386377993 }, { "x": 140, "y": 0.54777231095531 } ] }, { "id": 1405, "curve_id": "W21.4", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "School", "ci_detail": "Building design: DECS std.", "source_type": "Peer-reviewed", "source_abbrev": "Acosta et al. (2018)", "source_detail": "Acosta, T. J. S., Galisim, J. J., Tan, L. R., and Hernandez, J. Y.: Development of Empirical Wind Vulnerability Curves of School Buildings Damaged by the 2016 Typhoon Nina, Procedia Engineering, 212, 395–402, https://doi.org/10.1016/j.proeng.2018.01.051, 2018.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": 5.0248818956406032, "sigma": 1.3530316195716749, "method": "Curve fitting", "mu_sigma_quality": 0.89775142712154021, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=5.025, σ=1.353, R²=0.898; Mu/sigma can be used for reconstruction (quality: 0.898); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Wind speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Southern Luzon, Philippines", "hazard_type": "Wind", "num_points": 141, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 2.39452E-09 }, { "x": 22, "y": 1.46466358E-06 }, { "x": 23, "y": 3.229470721E-05 }, { "x": 24, "y": 0.00021660489598 }, { "x": 25, "y": 0.00080412049125 }, { "x": 26, "y": 0.00211353737775 }, { "x": 27, "y": 0.00444806067228 }, { "x": 28, "y": 0.00803445719676 }, { "x": 29, "y": 0.0129977324305 }, { "x": 30, "y": 0.01936305935462 }, { "x": 31, "y": 0.02707266404317 }, { "x": 32, "y": 0.03600807626822 }, { "x": 33, "y": 0.04601195400086 }, { "x": 34, "y": 0.05690667603825 }, { "x": 35, "y": 0.06850878457056 }, { "x": 36, "y": 0.08063938344215 }, { "x": 37, "y": 0.09313106137613 }, { "x": 38, "y": 0.10583205085948 }, { "x": 39, "y": 0.11860830985147 }, { "x": 40, "y": 0.13134411841174 }, { "x": 41, "y": 0.14394166674975 }, { "x": 42, "y": 0.15632000030606 }, { "x": 43, "y": 0.16841359189822 }, { "x": 44, "y": 0.18017073357114 }, { "x": 45, "y": 0.19155188071476 }, { "x": 46, "y": 0.20252803584596 }, { "x": 47, "y": 0.21307922639843 }, { "x": 48, "y": 0.22319310728113 }, { "x": 49, "y": 0.23286370257643 }, { "x": 50, "y": 0.24209028970468 }, { "x": 51, "y": 0.25087642222881 }, { "x": 52, "y": 0.25922908310021 }, { "x": 53, "y": 0.26715795772144 }, { "x": 54, "y": 0.2746748151095 }, { "x": 55, "y": 0.28179298523685 }, { "x": 56, "y": 0.28852692098955 }, { "x": 57, "y": 0.29489183388472 }, { "x": 58, "y": 0.30090339357977 }, { "x": 59, "y": 0.30657748217592 }, { "x": 60, "y": 0.31192999529951 }, { "x": 61, "y": 0.31697668289257 }, { "x": 62, "y": 0.32173302353228 }, { "x": 63, "y": 0.32621412691338 }, { "x": 64, "y": 0.33043465986259 }, { "x": 65, "y": 0.33440879190939 }, { "x": 66, "y": 0.33815015701552 }, { "x": 67, "y": 0.34167182857227 }, { "x": 68, "y": 0.34498630521484 }, { "x": 69, "y": 0.34810550538469 }, { "x": 70, "y": 0.35104076889861 }, { "x": 71, "y": 0.35380286406542 }, { "x": 72, "y": 0.35640199913145 }, { "x": 73, "y": 0.35884783704126 }, { "x": 74, "y": 0.36114951267412 }, { "x": 75, "y": 0.36331565186427 }, { "x": 76, "y": 0.3653543916377 }, { "x": 77, "y": 0.36727340120294 }, { "x": 78, "y": 0.36907990332178 }, { "x": 79, "y": 0.37078069575961 }, { "x": 80, "y": 0.37238217257684 }, { "x": 81, "y": 0.37389034507431 }, { "x": 82, "y": 0.37531086224837 }, { "x": 83, "y": 0.37664903064641 }, { "x": 84, "y": 0.37790983354314 }, { "x": 85, "y": 0.37909794938125 }, { "x": 86, "y": 0.38021776944009 }, { "x": 87, "y": 0.38127341471129 }, { "x": 88, "y": 0.3822687519734 }, { "x": 89, "y": 0.38320740906726 }, { "x": 90, "y": 0.38409278938223 }, { "x": 91, "y": 0.38492808556931 }, { "x": 92, "y": 0.38571629250196 }, { "x": 93, "y": 0.38646021950904 }, { "x": 94, "y": 0.3871625019067 }, { "x": 95, "y": 0.38782561185772 }, { "x": 96, "y": 0.38845186858799 }, { "x": 97, "y": 0.38904344799015 }, { "x": 98, "y": 0.38960239164466 }, { "x": 99, "y": 0.3901306152881 }, { "x": 100, "y": 0.39062991675824 }, { "x": 101, "y": 0.3911019834445 }, { "x": 102, "y": 0.39154839927158 }, { "x": 103, "y": 0.39197065124322 }, { "x": 104, "y": 0.39237013557164 }, { "x": 105, "y": 0.39274816341758 }, { "x": 106, "y": 0.39310596626428 }, { "x": 107, "y": 0.39344470094778 }, { "x": 108, "y": 0.39376545436491 }, { "x": 109, "y": 0.39406924787894 }, { "x": 110, "y": 0.39435704144197 }, { "x": 111, "y": 0.39462973745201 }, { "x": 112, "y": 0.39488818436159 }, { "x": 113, "y": 0.39513318005392 }, { "x": 114, "y": 0.39536547500148 }, { "x": 115, "y": 0.39558577522108 }, { "x": 116, "y": 0.39579474503875 }, { "x": 117, "y": 0.39599300967657 }, { "x": 118, "y": 0.39618115767323 }, { "x": 119, "y": 0.39635974314915 }, { "x": 120, "y": 0.39652928792626 }, { "x": 121, "y": 0.39669028351194 }, { "x": 122, "y": 0.3968431929561 }, { "x": 123, "y": 0.39698845258972 }, { "x": 124, "y": 0.39712647365245 }, { "x": 125, "y": 0.39725764381673 }, { "x": 126, "y": 0.39738232861516 }, { "x": 127, "y": 0.39750087277734 }, { "x": 128, "y": 0.39761360148231 }, { "x": 129, "y": 0.39772082153187 }, { "x": 130, "y": 0.39782282245018 }, { "x": 131, "y": 0.39791987751422 }, { "x": 132, "y": 0.39801224471986 }, { "x": 133, "y": 0.39810016768745 }, { "x": 134, "y": 0.39818387651111 }, { "x": 135, "y": 0.39826358855523 }, { "x": 136, "y": 0.3983395092016 }, { "x": 137, "y": 0.39841183255039 }, { "x": 138, "y": 0.398480742078 }, { "x": 139, "y": 0.39854641125439 }, { "x": 140, "y": 0.39860900412274 } ] }, { "id": 1406, "curve_id": "W21.5", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "School", "ci_detail": "Building design: DepEd STD", "source_type": "Peer-reviewed", "source_abbrev": "Acosta et al. (2018)", "source_detail": "Acosta, T. J. S., Galisim, J. J., Tan, L. R., and Hernandez, J. Y.: Development of Empirical Wind Vulnerability Curves of School Buildings Damaged by the 2016 Typhoon Nina, Procedia Engineering, 212, 395–402, https://doi.org/10.1016/j.proeng.2018.01.051, 2018.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": 5.5495572896738627, "sigma": 1.1791348834496584, "method": "Curve fitting", "mu_sigma_quality": 0.984376886509826, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=5.550, σ=1.179, R²=0.984; Mu/sigma can be used for reconstruction (quality: 0.984); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "Wind speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Empirical", "geography": "Southern Luzon, Philippines", "hazard_type": "Wind", "num_points": 141, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 6.736E-10 }, { "x": 22, "y": 1.241299213E-05 }, { "x": 23, "y": 0.00013580158394 }, { "x": 24, "y": 0.00049583895367 }, { "x": 25, "y": 0.00116735252998 }, { "x": 26, "y": 0.00217980314343 }, { "x": 27, "y": 0.00353402922314 }, { "x": 28, "y": 0.0052145957911 }, { "x": 29, "y": 0.0071975812611 }, { "x": 30, "y": 0.00945526856921 }, { "x": 31, "y": 0.01195890565579 }, { "x": 32, "y": 0.0146802885117 }, { "x": 33, "y": 0.01759263036746 }, { "x": 34, "y": 0.02067099939485 }, { "x": 35, "y": 0.02389249721272 }, { "x": 36, "y": 0.02723628384384 }, { "x": 37, "y": 0.03068351418732 }, { "x": 38, "y": 0.03421722614765 }, { "x": 39, "y": 0.03782220512072 }, { "x": 40, "y": 0.04148483989984 }, { "x": 41, "y": 0.04519297901821 }, { "x": 42, "y": 0.04893579274021 }, { "x": 43, "y": 0.05270364352388 }, { "x": 44, "y": 0.05648796628472 }, { "x": 45, "y": 0.06028115887032 }, { "x": 46, "y": 0.06407648260187 }, { "x": 47, "y": 0.06786797241826 }, { "x": 48, "y": 0.07165035598799 }, { "x": 49, "y": 0.07541898107697 }, { "x": 50, "y": 0.07916975044214 }, { "x": 51, "y": 0.08289906353735 }, { "x": 52, "y": 0.08660376435513 }, { "x": 53, "y": 0.09028109477541 }, { "x": 54, "y": 0.09392865284448 }, { "x": 55, "y": 0.09754435546022 }, { "x": 56, "y": 0.10112640499094 }, { "x": 57, "y": 0.10467325940319 }, { "x": 58, "y": 0.10818360551893 }, { "x": 59, "y": 0.11165633506309 }, { "x": 60, "y": 0.11509052319961 }, { "x": 61, "y": 0.11848540928724 }, { "x": 62, "y": 0.12184037961639 }, { "x": 63, "y": 0.1251549519146 }, { "x": 64, "y": 0.12842876143206 }, { "x": 65, "y": 0.13166154843949 }, { "x": 66, "y": 0.13485314698938 }, { "x": 67, "y": 0.13800347480791 }, { "x": 68, "y": 0.14111252419984 }, { "x": 69, "y": 0.14418035386121 }, { "x": 70, "y": 0.14720708150638 }, { "x": 71, "y": 0.15019287722613 }, { "x": 72, "y": 0.15313795750224 }, { "x": 73, "y": 0.15604257981246 }, { "x": 74, "y": 0.15890703776626 }, { "x": 75, "y": 0.16173165671851 }, { "x": 76, "y": 0.16451678981363 }, { "x": 77, "y": 0.16726281441758 }, { "x": 78, "y": 0.16997012889971 }, { "x": 79, "y": 0.17263914973039 }, { "x": 80, "y": 0.17527030886346 }, { "x": 81, "y": 0.17786405137636 }, { "x": 82, "y": 0.18042083334275 }, { "x": 83, "y": 0.18294111991573 }, { "x": 84, "y": 0.18542538360132 }, { "x": 85, "y": 0.18787410270422 }, { "x": 86, "y": 0.19028775992965 }, { "x": 87, "y": 0.19266684112637 }, { "x": 88, "y": 0.1950118341578 }, { "x": 89, "y": 0.19732322788915 }, { "x": 90, "y": 0.19960151127972 }, { "x": 91, "y": 0.20184717257062 }, { "x": 92, "y": 0.20406069855895 }, { "x": 93, "y": 0.20624257395057 }, { "x": 94, "y": 0.20839328078392 }, { "x": 95, "y": 0.21051329791856 }, { "x": 96, "y": 0.21260310058231 }, { "x": 97, "y": 0.2146631599715 }, { "x": 98, "y": 0.21669394289956 }, { "x": 99, "y": 0.21869591148933 }, { "x": 100, "y": 0.22066952290513 }, { "x": 101, "y": 0.22261522912078 }, { "x": 102, "y": 0.2245334767203 }, { "x": 103, "y": 0.22642470672819 }, { "x": 104, "y": 0.22828935446648 }, { "x": 105, "y": 0.23012784943611 }, { "x": 106, "y": 0.23194061522023 }, { "x": 107, "y": 0.23372806940733 }, { "x": 108, "y": 0.23549062353239 }, { "x": 109, "y": 0.23722868303413 }, { "x": 110, "y": 0.23894264722702 }, { "x": 111, "y": 0.24063290928625 }, { "x": 112, "y": 0.24229985624478 }, { "x": 113, "y": 0.24394386900081 }, { "x": 114, "y": 0.24556532233493 }, { "x": 115, "y": 0.24716458493581 }, { "x": 116, "y": 0.24874201943344 }, { "x": 117, "y": 0.25029798243923 }, { "x": 118, "y": 0.25183282459219 }, { "x": 119, "y": 0.25334689061035 }, { "x": 120, "y": 0.25484051934704 }, { "x": 121, "y": 0.25631404385123 }, { "x": 122, "y": 0.25776779143153 }, { "x": 123, "y": 0.25920208372336 }, { "x": 124, "y": 0.26061723675881 }, { "x": 125, "y": 0.26201356103886 }, { "x": 126, "y": 0.26339136160758 }, { "x": 127, "y": 0.26475093812794 }, { "x": 128, "y": 0.266092584959 }, { "x": 129, "y": 0.2674165912342 }, { "x": 130, "y": 0.26872324094046 }, { "x": 131, "y": 0.27001281299791 }, { "x": 132, "y": 0.27128558134008 }, { "x": 133, "y": 0.27254181499429 }, { "x": 134, "y": 0.27378177816214 }, { "x": 135, "y": 0.27500573029995 }, { "x": 136, "y": 0.27621392619899 }, { "x": 137, "y": 0.27740661606538 }, { "x": 138, "y": 0.27858404559963 }, { "x": 139, "y": 0.2797464560756 }, { "x": 140, "y": 0.28089408441888 } ] }, { "id": 1407, "curve_id": "W21.6", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "School", "ci_detail": "Wooden roof structure; building envelope consists of wood nails, 100x300mm steel plate and wooden jalousies; built in suburban/urban areas", "source_type": "Peer-reviewed", "source_abbrev": "Acosta (2022)", "source_detail": "Acosta, T. S.: Risk assessment of low-rise educational buildings with wooden roof structures against severe wind loadings, Journal of Asian Architecture and Building Engineering, 21, 973–985, https://doi.org/10.1080/13467581.2021.1909596, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": 3.6139999999931582, "sigma": 0.11500000009420534, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.614, σ=0.115, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "3s gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Philippines", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 1.3E-13 }, { "x": 17, "y": 5.63E-12 }, { "x": 18, "y": 1.5628E-10 }, { "x": 19, "y": 2.90269E-09 }, { "x": 20, "y": 3.802847E-08 }, { "x": 21, "y": 3.6731304E-07 }, { "x": 22, "y": 2.71490141E-06 }, { "x": 23, "y": 1.58484153E-05 }, { "x": 24, "y": 7.507045766E-05 }, { "x": 25, "y": 0.00029533545255 }, { "x": 26, "y": 0.00098468604833 }, { "x": 27, "y": 0.00283189821842 }, { "x": 28, "y": 0.00713496759942 }, { "x": 29, "y": 0.01596628599575 }, { "x": 30, "y": 0.03212381540998 }, { "x": 31, "y": 0.05875293358457 }, { "x": 32, "y": 0.09865506909377 }, { "x": 33, "y": 0.15346775749062 }, { "x": 34, "y": 0.22300541481853 }, { "x": 35, "y": 0.30501982618799 }, { "x": 36, "y": 0.39548442869905 }, { "x": 37, "y": 0.48930932367562 }, { "x": 38, "y": 0.581251845921 }, { "x": 39, "y": 0.66675521187977 }, { "x": 40, "y": 0.74251732223227 }, { "x": 41, "y": 0.80671215781742 }, { "x": 42, "y": 0.85889947061843 }, { "x": 43, "y": 0.89972760895341 }, { "x": 44, "y": 0.93055134802724 }, { "x": 45, "y": 0.95306485638261 }, { "x": 46, "y": 0.96901056850584 }, { "x": 47, "y": 0.97998588167203 }, { "x": 48, "y": 0.98734148010642 }, { "x": 49, "y": 0.99215027692116 }, { "x": 50, "y": 0.99522213394948 }, { "x": 51, "y": 0.9971425072755 }, { "x": 52, "y": 0.99831906813889 }, { "x": 53, "y": 0.99902646904319 }, { "x": 54, "y": 0.99944437263952 }, { "x": 55, "y": 0.99968722629369 }, { "x": 56, "y": 0.99982620078897 }, { "x": 57, "y": 0.99990459417344 }, { "x": 58, "y": 0.99994822366145 }, { "x": 59, "y": 0.99997220164972 }, { "x": 60, "y": 0.99998522515671 }, { "x": 61, "y": 0.99999222121536 }, { "x": 62, "y": 0.99999594081125 }, { "x": 63, "y": 0.99999789939369 }, { "x": 64, "y": 0.99999892141649 }, { "x": 65, "y": 0.99999945023179 }, { "x": 66, "y": 0.99999972169354 }, { "x": 67, "y": 0.99999986001723 }, { "x": 68, "y": 0.99999993001375 }, { "x": 69, "y": 0.99999996520578 }, { "x": 70, "y": 0.99999998279251 }, { "x": 71, "y": 0.99999999153172 }, { "x": 72, "y": 0.99999999585158 }, { "x": 73, "y": 0.99999999797644 }, { "x": 74, "y": 0.99999999901685 }, { "x": 75, "y": 0.99999999952409 }, { "x": 76, "y": 0.99999999977042 }, { "x": 77, "y": 0.9999999998896 }, { "x": 78, "y": 0.99999999994707 }, { "x": 79, "y": 0.99999999997469 }, { "x": 80, "y": 0.99999999998793 }, { "x": 81, "y": 0.99999999999426 }, { "x": 82, "y": 0.99999999999727 }, { "x": 83, "y": 0.99999999999871 }, { "x": 84, "y": 0.99999999999939 }, { "x": 85, "y": 0.99999999999971 }, { "x": 86, "y": 0.99999999999986 }, { "x": 87, "y": 0.99999999999994 }, { "x": 88, "y": 0.99999999999997 }, { "x": 89, "y": 0.99999999999999 }, { "x": 90, "y": 0.99999999999999 }, { "x": 91, "y": 1 }, { "x": 92, "y": 1 }, { "x": 93, "y": 1 }, { "x": 94, "y": 1 }, { "x": 95, "y": 1 }, { "x": 96, "y": 1 }, { "x": 97, "y": 1 }, { "x": 98, "y": 1 }, { "x": 99, "y": 1 }, { "x": 100, "y": 1 } ] }, { "id": 1408, "curve_id": "W21.7", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "School", "ci_detail": "Wooden roof structure; building envelope consists of wood nails, 100x300mm steel plate and wooden jalousies; 12 mm dowels for roof to column connections; built in suburban/urban areas", "source_type": "Peer-reviewed", "source_abbrev": "Acosta (2022)", "source_detail": "Acosta, T. S.: Risk assessment of low-rise educational buildings with wooden roof structures against severe wind loadings, Journal of Asian Architecture and Building Engineering, 21, 973–985, https://doi.org/10.1080/13467581.2021.1909596, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": 3.61799999987573, "sigma": 0.10100000183736965, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.618, σ=0.101, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "3s gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Philippines", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 2.9E-13 }, { "x": 19, "y": 1.288E-11 }, { "x": 20, "y": 3.6128E-10 }, { "x": 21, "y": 6.81411E-09 }, { "x": 22, "y": 9.072535E-08 }, { "x": 23, "y": 8.8838935E-07 }, { "x": 24, "y": 6.62598279E-06 }, { "x": 25, "y": 3.879501675E-05 }, { "x": 26, "y": 0.0001830406681 }, { "x": 27, "y": 0.00071201900288 }, { "x": 28, "y": 0.00232988697491 }, { "x": 29, "y": 0.00652834086976 }, { "x": 30, "y": 0.01591414061419 }, { "x": 31, "y": 0.03423440737697 }, { "x": 32, "y": 0.06583290727469 }, { "x": 33, "y": 0.11450839432447 }, { "x": 34, "y": 0.18211839376784 }, { "x": 35, "y": 0.26752480817527 }, { "x": 36, "y": 0.36640249874592 }, { "x": 37, "y": 0.47204920271758 }, { "x": 38, "y": 0.57688166765396 }, { "x": 39, "y": 0.6740432096354 }, { "x": 40, "y": 0.75859080709614 }, { "x": 41, "y": 0.82799151709348 }, { "x": 42, "y": 0.88196116666094 }, { "x": 43, "y": 0.92187876573313 }, { "x": 44, "y": 0.95006064462871 }, { "x": 45, "y": 0.96911516210127 }, { "x": 46, "y": 0.98149067768327 }, { "x": 47, "y": 0.98923307324459 }, { "x": 48, "y": 0.99391094300381 }, { "x": 49, "y": 0.99664689979743 }, { "x": 50, "y": 0.99819931508911 }, { "x": 51, "y": 0.99905560755671 }, { "x": 52, "y": 0.9995156150872 }, { "x": 53, "y": 0.99975671122083 }, { "x": 54, "y": 0.99988019156933 }, { "x": 55, "y": 0.99994208407734 }, { "x": 56, "y": 0.99997248704388 }, { "x": 57, "y": 0.99998714235043 }, { "x": 58, "y": 0.99999408300015 }, { "x": 59, "y": 0.99999731611905 }, { "x": 60, "y": 0.99999879903736 }, { "x": 61, "y": 0.99999946940738 }, { "x": 62, "y": 0.999999768368 }, { "x": 63, "y": 0.99999990000868 }, { "x": 64, "y": 0.99999995728753 }, { "x": 65, "y": 0.99999998193404 }, { "x": 66, "y": 0.99999999242905 }, { "x": 67, "y": 0.9999999968546 }, { "x": 68, "y": 0.99999999870378 }, { "x": 69, "y": 0.99999999946987 }, { "x": 70, "y": 0.99999999978472 }, { "x": 71, "y": 0.99999999991316 }, { "x": 72, "y": 0.99999999996518 }, { "x": 73, "y": 0.99999999998612 }, { "x": 74, "y": 0.9999999999945 }, { "x": 75, "y": 0.99999999999783 }, { "x": 76, "y": 0.99999999999915 }, { "x": 77, "y": 0.99999999999967 }, { "x": 78, "y": 0.99999999999987 }, { "x": 79, "y": 0.99999999999995 }, { "x": 80, "y": 0.99999999999998 }, { "x": 81, "y": 0.99999999999999 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 }, { "x": 86, "y": 1 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 }, { "x": 91, "y": 1 }, { "x": 92, "y": 1 }, { "x": 93, "y": 1 }, { "x": 94, "y": 1 }, { "x": 95, "y": 1 }, { "x": 96, "y": 1 }, { "x": 97, "y": 1 }, { "x": 98, "y": 1 }, { "x": 99, "y": 1 }, { "x": 100, "y": 1 } ] }, { "id": 1409, "curve_id": "W21.8", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "School", "ci_detail": "Wooden roof structure; building envelope consists of wood nails, 100x300mm steel plate and wooden jalousies; built in open areas", "source_type": "Peer-reviewed", "source_abbrev": "Acosta (2022)", "source_detail": "Acosta, T. S.: Risk assessment of low-rise educational buildings with wooden roof structures against severe wind loadings, Journal of Asian Architecture and Building Engineering, 21, 973–985, https://doi.org/10.1080/13467581.2021.1909596, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": 3.4379999999984809, "sigma": 0.10300000003241157, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.438, σ=0.103, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "3s gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Philippines", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 6.9E-13 }, { "x": 16, "y": 5.225E-11 }, { "x": 17, "y": 2.15655E-09 }, { "x": 18, "y": 5.28101E-08 }, { "x": 19, "y": 8.2623334E-07 }, { "x": 20, "y": 8.77960492E-06 }, { "x": 21, "y": 6.667972515E-05 }, { "x": 22, "y": 0.00037786474717 }, { "x": 23, "y": 0.00165729112113 }, { "x": 24, "y": 0.00580553630937 }, { "x": 25, "y": 0.01669263512372 }, { "x": 26, "y": 0.04035028798277 }, { "x": 27, "y": 0.08375875069568 }, { "x": 28, "y": 0.15217711335417 }, { "x": 29, "y": 0.24621524272575 }, { "x": 30, "y": 0.36043100476027 }, { "x": 31, "y": 0.48446146686176 }, { "x": 32, "y": 0.60614312376054 }, { "x": 33, "y": 0.71499425528587 }, { "x": 34, "y": 0.80451764540572 }, { "x": 35, "y": 0.87271130265771 }, { "x": 36, "y": 0.92114349963187 }, { "x": 37, "y": 0.95340591722822 }, { "x": 38, "y": 0.97367189613641 }, { "x": 39, "y": 0.98573494028976 }, { "x": 40, "y": 0.99256896671275 }, { "x": 41, "y": 0.99626862724692 }, { "x": 42, "y": 0.99818946368517 }, { "x": 43, "y": 0.99914908438668 }, { "x": 44, "y": 0.9996117864103 }, { "x": 45, "y": 0.99982770747908 }, { "x": 46, "y": 0.99992547139067 }, { "x": 47, "y": 0.99996851999173 }, { "x": 48, "y": 0.999986994005 }, { "x": 49, "y": 0.99999473569384 }, { "x": 50, "y": 0.99999790939228 }, { "x": 51, "y": 0.99999918428396 }, { "x": 52, "y": 0.99999968688725 }, { "x": 53, "y": 0.99999988161956 }, { "x": 54, "y": 0.99999995586702 }, { "x": 55, "y": 0.9999999837593 }, { "x": 56, "y": 0.9999999940949 }, { "x": 57, "y": 0.99999999787663 }, { "x": 58, "y": 0.99999999924426 }, { "x": 59, "y": 0.99999999973356 }, { "x": 60, "y": 0.99999999990688 }, { "x": 61, "y": 0.99999999996771 }, { "x": 62, "y": 0.99999999998889 }, { "x": 63, "y": 0.9999999999962 }, { "x": 64, "y": 0.99999999999871 }, { "x": 65, "y": 0.99999999999956 }, { "x": 66, "y": 0.99999999999985 }, { "x": 67, "y": 0.99999999999995 }, { "x": 68, "y": 0.99999999999998 }, { "x": 69, "y": 0.99999999999999 }, { "x": 70, "y": 1 }, { "x": 71, "y": 1 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 }, { "x": 86, "y": 1 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 }, { "x": 91, "y": 1 }, { "x": 92, "y": 1 }, { "x": 93, "y": 1 }, { "x": 94, "y": 1 }, { "x": 95, "y": 1 }, { "x": 96, "y": 1 }, { "x": 97, "y": 1 }, { "x": 98, "y": 1 }, { "x": 99, "y": 1 }, { "x": 100, "y": 1 } ] }, { "id": 1410, "curve_id": "W21.9", "sector": "Education and Health", "ci_type": "Education and Health", "ci_desc": "School", "ci_detail": "Wooden roof structure; building envelope consists of wood nails, 100x300mm steel plate and wooden jalousies; 12 mm dowels for roof to column connections; built in open areas", "source_type": "Peer-reviewed", "source_abbrev": "Acosta (2022)", "source_detail": "Acosta, T. S.: Risk assessment of low-rise educational buildings with wooden roof structures against severe wind loadings, Journal of Asian Architecture and Building Engineering, 21, 973–985, https://doi.org/10.1080/13467581.2021.1909596, 2022.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "formula_available", "mu": 3.4359999999995141, "sigma": 0.10800000000982364, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.436, σ=0.108, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: formula_available; Formula available - check source for exact form", "intensity_measure": "3s gust wind speed at 10 m height", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Philippines", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 8E-14 }, { "x": 15, "y": 7.9E-12 }, { "x": 16, "y": 4.0566E-10 }, { "x": 17, "y": 1.19324E-08 }, { "x": 18, "y": 2.1847412E-07 }, { "x": 19, "y": 2.66335468E-06 }, { "x": 20, "y": 2.285411818E-05 }, { "x": 21, "y": 0.0001445969184 }, { "x": 22, "y": 0.00070145578402 }, { "x": 23, "y": 0.00269741774115 }, { "x": 24, "y": 0.00846117607789 }, { "x": 25, "y": 0.02219395782681 }, { "x": 26, "y": 0.04975289579142 }, { "x": 27, "y": 0.09717686683068 }, { "x": 28, "y": 0.16825864966065 }, { "x": 29, "y": 0.26233941989101 }, { "x": 30, "y": 0.37363299274571 }, { "x": 31, "y": 0.49256534490395 }, { "x": 32, "y": 0.60846957558619 }, { "x": 33, "y": 0.71234730939485 }, { "x": 34, "y": 0.79861138520525 }, { "x": 35, "y": 0.86543637660691 }, { "x": 36, "y": 0.91401735011151 }, { "x": 37, "y": 0.9473419924274 }, { "x": 38, "y": 0.96901696970887 }, { "x": 39, "y": 0.98244347589701 }, { "x": 40, "y": 0.99039618056235 }, { "x": 41, "y": 0.9949167139979 }, { "x": 42, "y": 0.99739082948069 }, { "x": 43, "y": 0.99869853666279 }, { "x": 44, "y": 0.99936788464414 }, { "x": 45, "y": 0.99970049259136 }, { "x": 46, "y": 0.9998613158544 }, { "x": 47, "y": 0.99993714118287 }, { "x": 48, "y": 0.99997206871094 }, { "x": 49, "y": 0.99998781509984 }, { "x": 50, "y": 0.99999477437519 }, { "x": 51, "y": 0.99999779413164 }, { "x": 52, "y": 0.99999908240855 }, { "x": 53, "y": 0.99999962345515 }, { "x": 54, "y": 0.99999984741244 }, { "x": 55, "y": 0.99999993888263 }, { "x": 56, "y": 0.99999997578224 }, { "x": 57, "y": 0.99999999049872 }, { "x": 58, "y": 0.99999999630647 }, { "x": 59, "y": 0.99999999857629 }, { "x": 60, "y": 0.99999999945548 }, { "x": 61, "y": 0.99999999979323 }, { "x": 62, "y": 0.999999999922 }, { "x": 63, "y": 0.99999999997075 }, { "x": 64, "y": 0.9999999999891 }, { "x": 65, "y": 0.99999999999595 }, { "x": 66, "y": 0.99999999999851 }, { "x": 67, "y": 0.99999999999945 }, { "x": 68, "y": 0.9999999999998 }, { "x": 69, "y": 0.99999999999993 }, { "x": 70, "y": 0.99999999999997 }, { "x": 71, "y": 0.99999999999999 }, { "x": 72, "y": 1 }, { "x": 73, "y": 1 }, { "x": 74, "y": 1 }, { "x": 75, "y": 1 }, { "x": 76, "y": 1 }, { "x": 77, "y": 1 }, { "x": 78, "y": 1 }, { "x": 79, "y": 1 }, { "x": 80, "y": 1 }, { "x": 81, "y": 1 }, { "x": 82, "y": 1 }, { "x": 83, "y": 1 }, { "x": 84, "y": 1 }, { "x": 85, "y": 1 }, { "x": 86, "y": 1 }, { "x": 87, "y": 1 }, { "x": 88, "y": 1 }, { "x": 89, "y": 1 }, { "x": 90, "y": 1 }, { "x": 91, "y": 1 }, { "x": 92, "y": 1 }, { "x": 93, "y": 1 }, { "x": 94, "y": 1 }, { "x": 95, "y": 1 }, { "x": 96, "y": 1 }, { "x": 97, "y": 1 }, { "x": 98, "y": 1 }, { "x": 99, "y": 1 }, { "x": 100, "y": 1 } ] }, { "id": 1411, "curve_id": "W3.10", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Design speed 160 km/h, urban terrain", "source_type": "Peer-reviewed", "source_abbrev": "Reinoso et al. (2020)", "source_detail": "Reinoso, E., Niño, M., Berny, E., and Inzunza, I.: Wind Risk Assessment of Electric Power Lines due to Hurricane Hazard, Natural Hazards Review, 21, 1–14, https://doi.org/10.1061/(asce)nh.1527-6996.0000363, 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 4.01738352108597, "sigma": 0.15000000000003205, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.017, σ=0.150, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Mexico", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 3E-14 }, { "x": 19, "y": 4.2E-13 }, { "x": 20, "y": 4.85E-12 }, { "x": 21, "y": 4.415E-11 }, { "x": 22, "y": 3.2955E-10 }, { "x": 23, "y": 2.0605E-09 }, { "x": 24, "y": 1.099736E-08 }, { "x": 25, "y": 5.092703E-08 }, { "x": 26, "y": 2.0753498E-07 }, { "x": 27, "y": 7.5347806E-07 }, { "x": 28, "y": 2.46364386E-06 }, { "x": 29, "y": 7.32393968E-06 }, { "x": 30, "y": 1.996298845E-05 }, { "x": 31, "y": 5.026507222E-05 }, { "x": 32, "y": 0.00011769596226 }, { "x": 33, "y": 0.00025781136147 }, { "x": 34, "y": 0.00053114705573 }, { "x": 35, "y": 0.00103418177486 }, { "x": 36, "y": 0.00191136842934 }, { "x": 37, "y": 0.00336648664675 }, { "x": 38, "y": 0.0056709840562 }, { "x": 39, "y": 0.00916675818754 }, { "x": 40, "y": 0.01426113526648 }, { "x": 41, "y": 0.02141265633479 }, { "x": 42, "y": 0.03110757162669 }, { "x": 43, "y": 0.04382843605018 }, { "x": 44, "y": 0.06001759411657 }, { "x": 45, "y": 0.08003935701861 }, { "x": 46, "y": 0.10414510563684 }, { "x": 47, "y": 0.13244532496098 }, { "x": 48, "y": 0.16489174605388 }, { "x": 49, "y": 0.20127150949375 }, { "x": 50, "y": 0.24121380101809 }, { "x": 51, "y": 0.28420798777068 }, { "x": 52, "y": 0.32963110714849 }, { "x": 53, "y": 0.37678176661517 }, { "x": 54, "y": 0.42491715851452 }, { "x": 55, "y": 0.47328996036255 }, { "x": 56, "y": 0.52118230243882 }, { "x": 57, "y": 0.56793463119366006 }, { "x": 58, "y": 0.61296805966239 }, { "x": 59, "y": 0.65579956518731 }, { "x": 60, "y": 0.69605008376767 }, { "x": 61, "y": 0.73344610207063 }, { "x": 62, "y": 0.76781573491762 }, { "x": 63, "y": 0.79908049586247 }, { "x": 64, "y": 0.8272440383607 }, { "x": 65, "y": 0.85237909396495 }, { "x": 66, "y": 0.87461369616274 }, { "x": 67, "y": 0.89411758793227 }, { "x": 68, "y": 0.91108949794528 }, { "x": 69, "y": 0.92574575864726 }, { "x": 70, "y": 0.9383105464124 }, { "x": 71, "y": 0.94900786024067 }, { "x": 72, "y": 0.95805522599473 }, { "x": 73, "y": 0.96565901848832 }, { "x": 74, "y": 0.97201123123107 }, { "x": 75, "y": 0.9772874887936 }, { "x": 76, "y": 0.98164608416438 }, { "x": 77, "y": 0.98522782757826 }, { "x": 78, "y": 0.98815650894877 }, { "x": 79, "y": 0.99053979878523 }, { "x": 80, "y": 0.99247043872131 }, { "x": 81, "y": 0.99402759979488 }, { "x": 82, "y": 0.99527831247123 }, { "x": 83, "y": 0.99627889585568 }, { "x": 84, "y": 0.99707633391664 }, { "x": 85, "y": 0.99770956357967 }, { "x": 86, "y": 0.99821065330096 }, { "x": 87, "y": 0.99860586142768 }, { "x": 88, "y": 0.99891657165825 }, { "x": 89, "y": 0.99916010863499 }, { "x": 90, "y": 0.99935044054833 }, { "x": 91, "y": 0.99949877799454 }, { "x": 92, "y": 0.99961407955663 }, { "x": 93, "y": 0.99970347496984 }, { "x": 94, "y": 0.99977261653522 }, { "x": 95, "y": 0.99982596885682 }, { "x": 96, "y": 0.99986704615209 }, { "x": 97, "y": 0.99989860543754 }, { "x": 98, "y": 0.99992280290536 }, { "x": 99, "y": 0.99994131983899 }, { "x": 100, "y": 0.99995546350392 } ] }, { "id": 1412, "curve_id": "W3.11", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Design speed 170 km/h, urban terrain", "source_type": "Peer-reviewed", "source_abbrev": "Reinoso et al. (2020)", "source_detail": "Reinoso, E., Niño, M., Berny, E., and Inzunza, I.: Wind Risk Assessment of Electric Power Lines due to Hurricane Hazard, Natural Hazards Review, 21, 1–14, https://doi.org/10.1061/(asce)nh.1527-6996.0000363, 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 4.0780081429023971, "sigma": 0.15000000000009711, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.078, σ=0.150, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Mexico", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 2E-14 }, { "x": 20, "y": 2.7E-13 }, { "x": 21, "y": 2.79E-12 }, { "x": 22, "y": 2.356E-11 }, { "x": 23, "y": 1.656E-10 }, { "x": 24, "y": 9.8844E-10 }, { "x": 25, "y": 5.09461E-09 }, { "x": 26, "y": 2.300518E-08 }, { "x": 27, "y": 9.216919E-08 }, { "x": 28, "y": 3.3128713E-07 }, { "x": 29, "y": 1.07875211E-06 }, { "x": 30, "y": 3.20987325E-06 }, { "x": 31, "y": 8.79498877E-06 }, { "x": 32, "y": 2.234268679E-05 }, { "x": 33, "y": 5.294779644E-05 }, { "x": 34, "y": 0.00011769596226 }, { "x": 35, "y": 0.00024662036927 }, { "x": 36, "y": 0.00048932308399 }, { "x": 37, "y": 0.00092305118615 }, { "x": 38, "y": 0.00166158640252 }, { "x": 39, "y": 0.00286384323258 }, { "x": 40, "y": 0.00474068634387 }, { "x": 41, "y": 0.00755829265489 }, { "x": 42, "y": 0.01163648926408 }, { "x": 43, "y": 0.01734092974698 }, { "x": 44, "y": 0.02506868908344 }, { "x": 45, "y": 0.03522775278566 }, { "x": 46, "y": 0.04821179364657 }, { "x": 47, "y": 0.06437240399733 }, { "x": 48, "y": 0.0839914427395 }, { "x": 49, "y": 0.10725628015928 }, { "x": 50, "y": 0.13424046462128 }, { "x": 51, "y": 0.16489174605388 }, { "x": 52, "y": 0.19902857547524 }, { "x": 53, "y": 0.23634528859906 }, { "x": 54, "y": 0.27642530677817 }, { "x": 55, "y": 0.31876096099305 }, { "x": 56, "y": 0.36277803922101 }, { "x": 57, "y": 0.40786290760641 }, { "x": 58, "y": 0.45339005525772 }, { "x": 59, "y": 0.49874812384706 }, { "x": 60, "y": 0.5433628492023 }, { "x": 61, "y": 0.58671579742079 }, { "x": 62, "y": 0.62835825963674 }, { "x": 63, "y": 0.66792012422092 }, { "x": 64, "y": 0.70511393388234 }, { "x": 65, "y": 0.73973463447063 }, { "x": 66, "y": 0.77165572342989 }, { "x": 67, "y": 0.80082261201491 }, { "x": 68, "y": 0.82724403836069 }, { "x": 69, "y": 0.85098232524215 }, { "x": 70, "y": 0.87214318582848 }, { "x": 71, "y": 0.89086566141741 }, { "x": 72, "y": 0.90731264333438 }, { "x": 73, "y": 0.92166230003957 }, { "x": 74, "y": 0.93410060960504 }, { "x": 75, "y": 0.94481509328557 }, { "x": 76, "y": 0.9539897610821 }, { "x": 77, "y": 0.96180121574095 }, { "x": 78, "y": 0.96841581652169 }, { "x": 79, "y": 0.9739877761085 }, { "x": 80, "y": 0.97865805040239 }, { "x": 81, "y": 0.9825538785625 }, { "x": 82, "y": 0.98578883659864 }, { "x": 83, "y": 0.98846327938091 }, { "x": 84, "y": 0.99066506085599 }, { "x": 85, "y": 0.99247043872131 }, { "x": 86, "y": 0.99394508642923 }, { "x": 87, "y": 0.99514515119572 }, { "x": 88, "y": 0.99611831104077 }, { "x": 89, "y": 0.99690479643843 }, { "x": 90, "y": 0.99753835276586 }, { "x": 91, "y": 0.99804712843259 }, { "x": 92, "y": 0.9984544804672 }, { "x": 93, "y": 0.99877969462614 }, { "x": 94, "y": 0.99903862098873 }, { "x": 95, "y": 0.99924422873979 }, { "x": 96, "y": 0.99940708563583 }, { "x": 97, "y": 0.99953576870349 }, { "x": 98, "y": 0.99963721320493 }, { "x": 99, "y": 0.99971700697465 }, { "x": 100, "y": 0.99977963700909 } ] }, { "id": 1413, "curve_id": "W3.12", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Design speed 180 km/h, urban terrain", "source_type": "Peer-reviewed", "source_abbrev": "Reinoso et al. (2020)", "source_detail": "Reinoso, E., Niño, M., Berny, E., and Inzunza, I.: Wind Risk Assessment of Electric Power Lines due to Hurricane Hazard, Natural Hazards Review, 21, 1–14, https://doi.org/10.1061/(asce)nh.1527-6996.0000363, 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 4.1351665567422673, "sigma": 0.15000000000071792, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.135, σ=0.150, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Mexico", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 2E-14 }, { "x": 21, "y": 1.8E-13 }, { "x": 22, "y": 1.69E-12 }, { "x": 23, "y": 1.328E-11 }, { "x": 24, "y": 8.811E-11 }, { "x": 25, "y": 5.0253E-10 }, { "x": 26, "y": 2.50058E-09 }, { "x": 27, "y": 1.099736E-08 }, { "x": 28, "y": 4.323472E-08 }, { "x": 29, "y": 1.5346751E-07 }, { "x": 30, "y": 4.9622948E-07 }, { "x": 31, "y": 1.47314491E-06 }, { "x": 32, "y": 4.04343663E-06 }, { "x": 33, "y": 1.032581293E-05 }, { "x": 34, "y": 2.467260303E-05 }, { "x": 35, "y": 5.544077487E-05 }, { "x": 36, "y": 0.00011769596226 }, { "x": 37, "y": 0.00023703890542 }, { "x": 38, "y": 0.0004546182119 }, { "x": 39, "y": 0.00083318398293 }, { "x": 40, "y": 0.00146376194316 }, { "x": 41, "y": 0.00247223099857 }, { "x": 42, "y": 0.00402483168148 }, { "x": 43, "y": 0.00633148748594 }, { "x": 44, "y": 0.00964584248472 }, { "x": 45, "y": 0.01426113526648 }, { "x": 46, "y": 0.02050143086147 }, { "x": 47, "y": 0.02870826914542 }, { "x": 48, "y": 0.03922337988245 }, { "x": 49, "y": 0.05236866648084 }, { "x": 50, "y": 0.06842508306727 }, { "x": 51, "y": 0.08761225540694 }, { "x": 52, "y": 0.11007069239896 }, { "x": 53, "y": 0.13584820632671 }, { "x": 54, "y": 0.16489174605388 }, { "x": 55, "y": 0.19704531188057 }, { "x": 56, "y": 0.23205403950665 }, { "x": 57, "y": 0.26957398779361 }, { "x": 58, "y": 0.30918670274482 }, { "x": 59, "y": 0.35041730080116 }, { "x": 60, "y": 0.39275463822109 }, { "x": 61, "y": 0.43567210860549 }, { "x": 62, "y": 0.47864771867245 }, { "x": 63, "y": 0.52118230243882 }, { "x": 64, "y": 0.5628150094775 }, { "x": 65, "y": 0.60313550707351 }, { "x": 66, "y": 0.64179263615301 }, { "x": 67, "y": 0.67849953096114 }, { "x": 68, "y": 0.71303543499588 }, { "x": 69, "y": 0.74524461129486 }, { "x": 70, "y": 0.7750328517632 }, { "x": 71, "y": 0.80236214155757 }, { "x": 72, "y": 0.82724403836069 }, { "x": 73, "y": 0.84973229272985 }, { "x": 74, "y": 0.86991517538806 }, { "x": 75, "y": 0.88790790073237 }, { "x": 76, "y": 0.90384545210224 }, { "x": 77, "y": 0.91787603091027 }, { "x": 78, "y": 0.93015527411757 }, { "x": 79, "y": 0.94084131642289 }, { "x": 80, "y": 0.95009071696497 }, { "x": 81, "y": 0.95805522599473 }, { "x": 82, "y": 0.96487933450533 }, { "x": 83, "y": 0.97069852814721 }, { "x": 84, "y": 0.97563815439844 }, { "x": 85, "y": 0.97981280720605 }, { "x": 86, "y": 0.98332613443912 }, { "x": 87, "y": 0.9862709788822 }, { "x": 88, "y": 0.98872977172095 }, { "x": 89, "y": 0.99077510733132 }, { "x": 90, "y": 0.99247043872131 }, { "x": 91, "y": 0.99387084346675 }, { "x": 92, "y": 0.99502381991306 }, { "x": 93, "y": 0.99597008244909 }, { "x": 94, "y": 0.99674433260661 }, { "x": 95, "y": 0.99737598952471 }, { "x": 96, "y": 0.99788986894965 }, { "x": 97, "y": 0.99830680448358 }, { "x": 98, "y": 0.99864420835275 }, { "x": 99, "y": 0.99891657165825 }, { "x": 100, "y": 0.9991359060295 } ] }, { "id": 1414, "curve_id": "W3.13", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Design speed 190 km/h, urban terrain", "source_type": "Peer-reviewed", "source_abbrev": "Reinoso et al. (2020)", "source_detail": "Reinoso, E., Niño, M., Berny, E., and Inzunza, I.: Wind Risk Assessment of Electric Power Lines due to Hurricane Hazard, Natural Hazards Review, 21, 1–14, https://doi.org/10.1061/(asce)nh.1527-6996.0000363, 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 4.1892337780121052, "sigma": 0.15000000000368319, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.189, σ=0.150, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Mexico", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 1E-14 }, { "x": 22, "y": 1.2E-13 }, { "x": 23, "y": 1.07E-12 }, { "x": 24, "y": 7.85E-12 }, { "x": 25, "y": 4.931E-11 }, { "x": 26, "y": 2.6903E-10 }, { "x": 27, "y": 1.29259E-09 }, { "x": 28, "y": 5.53287E-09 }, { "x": 29, "y": 2.131607E-08 }, { "x": 30, "y": 7.458705E-08 }, { "x": 31, "y": 2.3895291E-07 }, { "x": 32, "y": 7.0594386E-07 }, { "x": 33, "y": 1.93565064E-06 }, { "x": 34, "y": 4.95437769E-06 }, { "x": 35, "y": 1.189913094E-05 }, { "x": 36, "y": 2.694306416E-05 }, { "x": 37, "y": 5.776104315E-05 }, { "x": 38, "y": 0.00011769596226 }, { "x": 39, "y": 0.00022874920998 }, { "x": 40, "y": 0.00042543153295 }, { "x": 41, "y": 0.00075937158772 }, { "x": 42, "y": 0.00130440010784 }, { "x": 43, "y": 0.00216163347519 }, { "x": 44, "y": 0.003463908203 }, { "x": 45, "y": 0.00537880802298 }, { "x": 46, "y": 0.00810951325044 }, { "x": 47, "y": 0.01189280887391 }, { "x": 48, "y": 0.01699381370528 }, { "x": 49, "y": 0.02369731573925 }, { "x": 50, "y": 0.03229597708775 }, { "x": 51, "y": 0.04307605207218 }, { "x": 52, "y": 0.05630158882764 }, { "x": 53, "y": 0.07219831059996 }, { "x": 54, "y": 0.0909384662079 }, { "x": 55, "y": 0.11262788874867 }, { "x": 56, "y": 0.13729631733337 }, { "x": 57, "y": 0.16489174605388 }, { "x": 58, "y": 0.19527920717696 }, { "x": 59, "y": 0.22824401650829 }, { "x": 60, "y": 0.26349915101909 }, { "x": 61, "y": 0.30069612792933 }, { "x": 62, "y": 0.33943853529614 }, { "x": 63, "y": 0.3792972391039 }, { "x": 64, "y": 0.4198262612281 }, { "x": 65, "y": 0.46057837672842 }, { "x": 66, "y": 0.5011196008212 }, { "x": 67, "y": 0.54104190471271 }, { "x": 68, "y": 0.57997369342093 }, { "x": 69, "y": 0.6175877775058 }, { "x": 70, "y": 0.65360675733273 }, { "x": 71, "y": 0.68780590052205 }, { "x": 72, "y": 0.72001372265284 }, { "x": 73, "y": 0.75011057455179 }, { "x": 74, "y": 0.7780255968079 }, { "x": 75, "y": 0.80373242658514 }, { "x": 76, "y": 0.82724403836069 }, { "x": 77, "y": 0.84860707494053 }, { "x": 78, "y": 0.86789598431934 }, { "x": 79, "y": 0.88520722766799 }, { "x": 80, "y": 0.9006537692366 }, { "x": 81, "y": 0.91436000458491 }, { "x": 82, "y": 0.92645723257187 }, { "x": 83, "y": 0.93707973120298 }, { "x": 84, "y": 0.94636145906849 }, { "x": 85, "y": 0.95443337324676 }, { "x": 86, "y": 0.96142133112377 }, { "x": 87, "y": 0.96744452707411 }, { "x": 88, "y": 0.97261440455634 }, { "x": 89, "y": 0.97703397893348 }, { "x": 90, "y": 0.98079750522584 }, { "x": 91, "y": 0.98399042705392 }, { "x": 92, "y": 0.98668954733333 }, { "x": 93, "y": 0.98896336705594 }, { "x": 94, "y": 0.99087254507861 }, { "x": 95, "y": 0.99247043872131 }, { "x": 96, "y": 0.99380369175645 }, { "x": 97, "y": 0.99491284276936 }, { "x": 98, "y": 0.99583293270038 }, { "x": 99, "y": 0.99659409553808 }, { "x": 100, "y": 0.99722212057519 } ] }, { "id": 1415, "curve_id": "W3.14", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Design speed 200 km/h, urban terrain", "source_type": "Peer-reviewed", "source_abbrev": "Reinoso et al. (2020)", "source_detail": "Reinoso, E., Niño, M., Berny, E., and Inzunza, I.: Wind Risk Assessment of Electric Power Lines due to Hurricane Hazard, Natural Hazards Review, 21, 1–14, https://doi.org/10.1061/(asce)nh.1527-6996.0000363, 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 4.240527072398514, "sigma": 0.15000000001018537, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.241, σ=0.150, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Mexico", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 1E-14 }, { "x": 23, "y": 9E-14 }, { "x": 24, "y": 7E-13 }, { "x": 25, "y": 4.85E-12 }, { "x": 26, "y": 2.886E-11 }, { "x": 27, "y": 1.5082E-10 }, { "x": 28, "y": 6.9998E-10 }, { "x": 29, "y": 2.91536E-09 }, { "x": 30, "y": 1.099736E-08 }, { "x": 31, "y": 3.788279E-08 }, { "x": 32, "y": 1.2004318E-07 }, { "x": 33, "y": 3.5222997E-07 }, { "x": 34, "y": 9.6265381E-07 }, { "x": 35, "y": 2.46364386E-06 }, { "x": 36, "y": 5.93248896E-06 }, { "x": 37, "y": 1.350017443E-05 }, { "x": 38, "y": 2.914776419E-05 }, { "x": 39, "y": 5.992416587E-05 }, { "x": 40, "y": 0.00011769596226 }, { "x": 41, "y": 0.00022151091521 }, { "x": 42, "y": 0.00040059544822 }, { "x": 43, "y": 0.00069791236495 }, { "x": 44, "y": 0.00117408550838 }, { "x": 45, "y": 0.00191136842934 }, { "x": 46, "y": 0.0030172162742 }, { "x": 47, "y": 0.0046269385635 }, { "x": 48, "y": 0.00690488754251 }, { "x": 49, "y": 0.01004368718055 }, { "x": 50, "y": 0.01426113526648 }, { "x": 51, "y": 0.019794606039 }, { "x": 52, "y": 0.02689302204772 }, { "x": 53, "y": 0.03580672144758 }, { "x": 54, "y": 0.04677578701742 }, { "x": 55, "y": 0.06001759411657 }, { "x": 56, "y": 0.07571445175381 }, { "x": 57, "y": 0.09400223965969 }, { "x": 58, "y": 0.11496088254603 }, { "x": 59, "y": 0.1386073600504 }, { "x": 60, "y": 0.16489174605388 }, { "x": 61, "y": 0.19369652900853 }, { "x": 62, "y": 0.22483921268453 }, { "x": 63, "y": 0.25807795995141 }, { "x": 64, "y": 0.29311984204708 }, { "x": 65, "y": 0.32963110714849 }, { "x": 66, "y": 0.36724879269251 }, { "x": 67, "y": 0.40559297663747 }, { "x": 68, "y": 0.444278988618 }, { "x": 69, "y": 0.48292897324086 }, { "x": 70, "y": 0.52118230243882 }, { "x": 71, "y": 0.55870445870715 }, { "x": 72, "y": 0.59519414353769 }, { "x": 73, "y": 0.63038849436981 }, { "x": 74, "y": 0.66406641012791 }, { "x": 75, "y": 0.69605008376767 }, { "x": 76, "y": 0.72620491668698 }, { "x": 77, "y": 0.75443804322551 }, { "x": 78, "y": 0.78069572458631 }, { "x": 79, "y": 0.80495988263222 }, { "x": 80, "y": 0.8272440383607 }, { "x": 81, "y": 0.84758890114469 }, { "x": 82, "y": 0.86605782683745 }, { "x": 83, "y": 0.88273232914756 }, { "x": 84, "y": 0.8977077924443 }, { "x": 85, "y": 0.91108949794528 }, { "x": 86, "y": 0.92298904106391 }, { "x": 87, "y": 0.93352118695614 }, { "x": 88, "y": 0.94280118487121 }, { "x": 89, "y": 0.9509425401832 }, { "x": 90, "y": 0.95805522599473 }, { "x": 91, "y": 0.96424430371646 }, { "x": 92, "y": 0.96960891360174 }, { "x": 93, "y": 0.97424159130489 }, { "x": 94, "y": 0.97822786453241 }, { "x": 95, "y": 0.98164608416438 }, { "x": 96, "y": 0.98456744626845 }, { "x": 97, "y": 0.9870561646957 }, { "x": 98, "y": 0.9891697579944 }, { "x": 99, "y": 0.99095941883545 }, { "x": 100, "y": 0.99247043872131 } ] }, { "id": 1416, "curve_id": "W3.15", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Lattice power tower", "ci_detail": "High voltage power transmission towers (132kV-220kV), heights between 21-50 m", "source_type": "Other", "source_abbrev": "Raj et al. (2021)", "source_detail": "Raj, S. V, Kumar, M., and Bhatia, U.: Fragility curves for power transmission towers in Odisha , India , based on observed damage during 2019 Cyclone Fani. Preprint, 1–20, https://doi.org/10.48550/arXiv.2107.06072, 2021.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "median_dispersion", "mu": 4.35528330969837, "sigma": 0.0880000000000281, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=4.355, σ=0.088, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: median_dispersion; Source indicates median/dispersion should be available", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "Yes", "derivation": "Hybrid (A+E)", "geography": "India", "hazard_type": "Wind", "num_points": 136, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 2E-14 }, { "x": 41, "y": 1.5E-13 }, { "x": 42, "y": 1.12E-12 }, { "x": 43, "y": 7.34E-12 }, { "x": 44, "y": 4.3E-11 }, { "x": 45, "y": 2.2686E-10 }, { "x": 46, "y": 1.08483E-09 }, { "x": 47, "y": 4.72884E-09 }, { "x": 48, "y": 1.88891E-08 }, { "x": 49, "y": 6.947727E-08 }, { "x": 50, "y": 2.36382E-07 }, { "x": 51, "y": 7.4706551E-07 }, { "x": 52, "y": 2.20184562E-06 }, { "x": 53, "y": 6.07434586E-06 }, { "x": 54, "y": 1.573968445E-05 }, { "x": 55, "y": 3.843112956E-05 }, { "x": 56, "y": 8.869167178E-05 }, { "x": 57, "y": 0.00019401678233 }, { "x": 58, "y": 0.00040339029569 }, { "x": 59, "y": 0.00079918782059 }, { "x": 60, "y": 0.00151236693369 }, { "x": 61, "y": 0.0027399530075 }, { "x": 62, "y": 0.00476265462738 }, { "x": 63, "y": 0.00795923769231 }, { "x": 64, "y": 0.01281340604479 }, { "x": 65, "y": 0.01990876817861 }, { "x": 66, "y": 0.02990831377783 }, { "x": 67, "y": 0.04351676233642 }, { "x": 68, "y": 0.06142696266575 }, { "x": 69, "y": 0.08425470963828 }, { "x": 70, "y": 0.11246921032147 }, { "x": 71, "y": 0.14632827476779 }, { "x": 72, "y": 0.18582761302658 }, { "x": 73, "y": 0.23067221188112 }, { "x": 74, "y": 0.28027485766499 }, { "x": 75, "y": 0.33378302000946 }, { "x": 76, "y": 0.3901312665479 }, { "x": 77, "y": 0.44811290131034 }, { "x": 78, "y": 0.50646220600239 }, { "x": 79, "y": 0.56393782831801 }, { "x": 80, "y": 0.61939850210527 }, { "x": 81, "y": 0.67186412248094 }, { "x": 82, "y": 0.72055777877404 }, { "x": 83, "y": 0.76492715472096 }, { "x": 84, "y": 0.80464627455267 }, { "x": 85, "y": 0.83960056877323 }, { "x": 86, "y": 0.86985947959057 }, { "x": 87, "y": 0.89564130483936 }, { "x": 88, "y": 0.91727479539975 }, { "x": 89, "y": 0.93516135394144 }, { "x": 90, "y": 0.94974073763424 }, { "x": 91, "y": 0.96146213559545 }, { "x": 92, "y": 0.97076152456331 }, { "x": 93, "y": 0.97804540324372 }, { "x": 94, "y": 0.98368041550897 }, { "x": 95, "y": 0.98798800116319 }, { "x": 96, "y": 0.9912430364184 }, { "x": 97, "y": 0.99367540373624 }, { "x": 98, "y": 0.99547351577072 }, { "x": 99, "y": 0.99678896676382 }, { "x": 100, "y": 0.99774166028051 }, { "x": 101, "y": 0.9984249375392 }, { "x": 102, "y": 0.99891038825425 }, { "x": 103, "y": 0.99925215655904 }, { "x": 104, "y": 0.99949065524475 }, { "x": 105, "y": 0.9996556735624 }, { "x": 106, "y": 0.99976891103446 }, { "x": 107, "y": 0.99984599704978 }, { "x": 108, "y": 0.99989806852739 }, { "x": 109, "y": 0.99993298019424 }, { "x": 110, "y": 0.99995621779958 }, { "x": 111, "y": 0.99997157677934 }, { "x": 112, "y": 0.99998165955751 }, { "x": 113, "y": 0.99998823520035 }, { "x": 114, "y": 0.99999249634723 }, { "x": 115, "y": 0.99999524065077 }, { "x": 116, "y": 0.99999699751934 }, { "x": 117, "y": 0.99999811574436 }, { "x": 118, "y": 0.99999882349547 }, { "x": 119, "y": 0.99999926901767 }, { "x": 120, "y": 0.99999954799512 }, { "x": 121, "y": 0.99999972179559 }, { "x": 122, "y": 0.99999982953726 }, { "x": 123, "y": 0.99999989600854 }, { "x": 124, "y": 0.99999993682791 }, { "x": 125, "y": 0.99999996178207 }, { "x": 126, "y": 0.99999997697091 }, { "x": 127, "y": 0.99999998617689 }, { "x": 128, "y": 0.99999999173382 }, { "x": 129, "y": 0.99999999507481 }, { "x": 130, "y": 0.9999999970758 }, { "x": 131, "y": 0.99999999826977 }, { "x": 132, "y": 0.99999999897962 }, { "x": 133, "y": 0.99999999940019 }, { "x": 134, "y": 0.99999999964851 }, { "x": 135, "y": 0.99999999979465 } ] }, { "id": 1417, "curve_id": "W3.45", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "500 kV", "source_type": "Peer-reviewed", "source_abbrev": "Fu et al. (2019)", "source_detail": "Fu, X., Li, H.-N., Tian, L., Wang, J., and Cheng, H.: Fragility Analysis of Transmission Line Subjected to Wind Loading, J. Perform. Constr. Facil., 33, 04019044, https://doi.org/10.1061/(ASCE)CF.1943-5509.0001311, 2019.", "curve_type": "Fragility", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 2.6663636449241994, "sigma": 0.15051601166401651, "method": "Curve fitting", "mu_sigma_quality": 0.99973529065446087, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=2.666, σ=0.151, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "10-min average sustained wind speed at 10 m height (m/s)", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Analytical", "geography": "China", "hazard_type": "Wind", "num_points": 46, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0.001 }, { "x": 10, "y": 0.018 }, { "x": 11, "y": 0.052 }, { "x": 12, "y": 0.125 }, { "x": 13, "y": 0.266 }, { "x": 14, "y": 0.4 }, { "x": 15, "y": 0.606 }, { "x": 16, "y": 0.754 }, { "x": 17, "y": 0.874 }, { "x": 18, "y": 0.949 }, { "x": 19, "y": 0.98 }, { "x": 20, "y": 0.998 }, { "x": 21, "y": 1 }, { "x": 22, "y": 1 }, { "x": 23, "y": 1 }, { "x": 24, "y": 1 }, { "x": 25, "y": 1 }, { "x": 26, "y": 1 }, { "x": 27, "y": 1 }, { "x": 28, "y": 1 }, { "x": 29, "y": 1 }, { "x": 30, "y": 1 }, { "x": 31, "y": 1 }, { "x": 32, "y": 1 }, { "x": 33, "y": 1 }, { "x": 34, "y": 1 }, { "x": 35, "y": 1 }, { "x": 36, "y": 1 }, { "x": 37, "y": 1 }, { "x": 38, "y": 1 }, { "x": 39, "y": 1 }, { "x": 40, "y": 1 }, { "x": 41, "y": 1 }, { "x": 42, "y": 1 }, { "x": 43, "y": 1 }, { "x": 44, "y": 1 }, { "x": 45, "y": 1 } ] }, { "id": 1418, "curve_id": "W3.5", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Design speed 110 km/h, urban terrain", "source_type": "Peer-reviewed", "source_abbrev": "Reinoso et al. (2020)", "source_detail": "Reinoso, E., Niño, M., Berny, E., and Inzunza, I.: Wind Risk Assessment of Electric Power Lines due to Hurricane Hazard, Natural Hazards Review, 21, 1–14, https://doi.org/10.1061/(asce)nh.1527-6996.0000363, 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 3.6426900716445618, "sigma": 0.15000000000000216, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.643, σ=0.150, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Mexico", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 1E-14 }, { "x": 13, "y": 3.4E-13 }, { "x": 14, "y": 1.109E-11 }, { "x": 15, "y": 2.3183E-10 }, { "x": 16, "y": 3.30241E-09 }, { "x": 17, "y": 3.397453E-08 }, { "x": 18, "y": 2.6453995E-07 }, { "x": 19, "y": 1.61984627E-06 }, { "x": 20, "y": 8.05081186E-06 }, { "x": 21, "y": 3.334663968E-05 }, { "x": 22, "y": 0.00011769596226 }, { "x": 23, "y": 0.00036071116148 }, { "x": 24, "y": 0.00097555528431 }, { "x": 25, "y": 0.00236087262288 }, { "x": 26, "y": 0.00517431985265 }, { "x": 27, "y": 0.01037907217079 }, { "x": 28, "y": 0.01923067967692 }, { "x": 29, "y": 0.03318166723083 }, { "x": 30, "y": 0.0537042478452 }, { "x": 31, "y": 0.08205928841059 }, { "x": 32, "y": 0.11906087925209 }, { "x": 33, "y": 0.16489174605388 }, { "x": 34, "y": 0.21901318013849 }, { "x": 35, "y": 0.28018902458178 }, { "x": 36, "y": 0.34661547795664 }, { "x": 37, "y": 0.41612591951883 }, { "x": 38, "y": 0.48642817717061 }, { "x": 39, "y": 0.55533175308733 }, { "x": 40, "y": 0.62093190313282 }, { "x": 41, "y": 0.68173166808389 }, { "x": 42, "y": 0.73669749040157 }, { "x": 43, "y": 0.78525566798767 }, { "x": 44, "y": 0.82724403836069 }, { "x": 45, "y": 0.8628359072303 }, { "x": 46, "y": 0.89245227851158 }, { "x": 47, "y": 0.91667526309425 }, { "x": 48, "y": 0.93617145180321 }, { "x": 49, "y": 0.95163003754139 }, { "x": 50, "y": 0.96371717316377 }, { "x": 51, "y": 0.97304570865362 }, { "x": 52, "y": 0.9801580563825 }, { "x": 53, "y": 0.98551932711854 }, { "x": 54, "y": 0.9895178419232 }, { "x": 55, "y": 0.99247043872131 }, { "x": 56, "y": 0.99463047725881 }, { "x": 57, "y": 0.99619697273542 }, { "x": 58, "y": 0.99732377556132 }, { "x": 59, "y": 0.99812812094522 }, { "x": 60, "y": 0.9986981840936 }, { "x": 61, "y": 0.99909949901037 }, { "x": 62, "y": 0.99938024472741 }, { "x": 63, "y": 0.99957548902436 }, { "x": 64, "y": 0.99971052268066 }, { "x": 65, "y": 0.99980343112974 }, { "x": 66, "y": 0.99986704615209 }, { "x": 67, "y": 0.99991040608554 }, { "x": 68, "y": 0.99993983451811 }, { "x": 69, "y": 0.99995972809883 }, { "x": 70, "y": 0.99997312600295 }, { "x": 71, "y": 0.99998211773085 }, { "x": 72, "y": 0.99998813265449 }, { "x": 73, "y": 0.99999214400314 }, { "x": 74, "y": 0.99999481154623 }, { "x": 75, "y": 0.99999658074125 }, { "x": 76, "y": 0.99999775121346 }, { "x": 77, "y": 0.99999852378951 }, { "x": 78, "y": 0.99999903263468 }, { "x": 79, "y": 0.99999936710698 }, { "x": 80, "y": 0.99999958655262 }, { "x": 81, "y": 0.99999973028182 }, { "x": 82, "y": 0.99999982426929 }, { "x": 83, "y": 0.9999998856391 }, { "x": 84, "y": 0.99999992565656 }, { "x": 85, "y": 0.99999995171818 }, { "x": 86, "y": 0.99999996867154 }, { "x": 87, "y": 0.99999997968833 }, { "x": 88, "y": 0.99999998684054 }, { "x": 89, "y": 0.9999999914798 }, { "x": 90, "y": 0.99999999448669 }, { "x": 91, "y": 0.99999999643421 }, { "x": 92, "y": 0.9999999976948 }, { "x": 93, "y": 0.9999999985103 }, { "x": 94, "y": 0.99999999903761 }, { "x": 95, "y": 0.99999999937843 }, { "x": 96, "y": 0.99999999959864 }, { "x": 97, "y": 0.99999999974087 }, { "x": 98, "y": 0.99999999983272 }, { "x": 99, "y": 0.99999999989201 }, { "x": 100, "y": 0.99999999993029 } ] }, { "id": 1419, "curve_id": "W3.6", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Design speed 120 km/h, urban terrain", "source_type": "Peer-reviewed", "source_abbrev": "Reinoso et al. (2020)", "source_detail": "Reinoso, E., Niño, M., Berny, E., and Inzunza, I.: Wind Risk Assessment of Electric Power Lines due to Hurricane Hazard, Natural Hazards Review, 21, 1–14, https://doi.org/10.1061/(asce)nh.1527-6996.0000363, 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 3.7297014486267694, "sigma": 0.15000000092319149, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.730, σ=0.150, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Mexico", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 1.8E-13 }, { "x": 15, "y": 4.85E-12 }, { "x": 16, "y": 8.811E-11 }, { "x": 17, "y": 1.1393E-09 }, { "x": 18, "y": 1.099736E-08 }, { "x": 19, "y": 8.245531E-08 }, { "x": 20, "y": 4.9622948E-07 }, { "x": 21, "y": 2.46364386E-06 }, { "x": 22, "y": 1.032581293E-05 }, { "x": 23, "y": 3.725867291E-05 }, { "x": 24, "y": 0.00011769596226 }, { "x": 25, "y": 0.0003302100386 }, { "x": 26, "y": 0.00083318398293 }, { "x": 27, "y": 0.00191136842934 }, { "x": 28, "y": 0.00402483168148 }, { "x": 29, "y": 0.00784522356787 }, { "x": 30, "y": 0.01426113526648 }, { "x": 31, "y": 0.02433745367107 }, { "x": 32, "y": 0.03922337988245 }, { "x": 33, "y": 0.06001759411657 }, { "x": 34, "y": 0.08761225540694 }, { "x": 35, "y": 0.12254546148859 }, { "x": 36, "y": 0.16489174605388 }, { "x": 37, "y": 0.21421233919818 }, { "x": 38, "y": 0.26957398779361 }, { "x": 39, "y": 0.32963110714849 }, { "x": 40, "y": 0.39275463822109 }, { "x": 41, "y": 0.45718457557806 }, { "x": 42, "y": 0.52118230243882 }, { "x": 43, "y": 0.58316269568418 }, { "x": 44, "y": 0.64179263615301 }, { "x": 45, "y": 0.69605008376767 }, { "x": 46, "y": 0.74524461129486 }, { "x": 47, "y": 0.78900522100807 }, { "x": 48, "y": 0.8272440383607 }, { "x": 49, "y": 0.8601052494454 }, { "x": 50, "y": 0.88790790073237 }, { "x": 51, "y": 0.91108949794528 }, { "x": 52, "y": 0.93015527411757 }, { "x": 53, "y": 0.94563596745133 }, { "x": 54, "y": 0.95805522599473 }, { "x": 55, "y": 0.96790646435107 }, { "x": 56, "y": 0.97563815439844 }, { "x": 57, "y": 0.98164608416438 }, { "x": 58, "y": 0.9862709788822 }, { "x": 59, "y": 0.98979995035588 }, { "x": 60, "y": 0.99247043872131 }, { "x": 61, "y": 0.99447556578018 }, { "x": 62, "y": 0.99597008244909 }, { "x": 63, "y": 0.99707633391664 }, { "x": 64, "y": 0.99788986894965 }, { "x": 65, "y": 0.99848447917348 }, { "x": 66, "y": 0.99891657165825 }, { "x": 67, "y": 0.99922885916024 }, { "x": 68, "y": 0.99945340386563 }, { "x": 69, "y": 0.99961407955663 }, { "x": 70, "y": 0.99972853015801 }, { "x": 71, "y": 0.9998097049188 }, { "x": 72, "y": 0.99986704615209 }, { "x": 73, "y": 0.99990739750723 }, { "x": 74, "y": 0.99993569126794 }, { "x": 75, "y": 0.99995546350392 }, { "x": 76, "y": 0.99996923685484 }, { "x": 77, "y": 0.99997880270764 }, { "x": 78, "y": 0.99998542769755 }, { "x": 79, "y": 0.9999900038166 }, { "x": 80, "y": 0.99999315685508 }, { "x": 81, "y": 0.99999532429359 }, { "x": 82, "y": 0.99999681095537 }, { "x": 83, "y": 0.9999978285729 }, { "x": 84, "y": 0.99999852378951 }, { "x": 85, "y": 0.99999899789191 }, { "x": 86, "y": 0.99999932066052 }, { "x": 87, "y": 0.999999540055 }, { "x": 88, "y": 0.99999968896405 }, { "x": 89, "y": 0.99999978989425 }, { "x": 90, "y": 0.99999985821727 }, { "x": 91, "y": 0.99999990441264 }, { "x": 92, "y": 0.99999993561251 }, { "x": 93, "y": 0.99999995666317 }, { "x": 94, "y": 0.99999997085281 }, { "x": 95, "y": 0.99999998040938 }, { "x": 96, "y": 0.99999998684054 }, { "x": 97, "y": 0.99999999116529 }, { "x": 98, "y": 0.99999999407164 }, { "x": 99, "y": 0.99999999602361 }, { "x": 100, "y": 0.99999999733389 } ] }, { "id": 1420, "curve_id": "W3.7", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Design speed 130 km/h, urban terrain", "source_type": "Peer-reviewed", "source_abbrev": "Reinoso et al. (2020)", "source_detail": "Reinoso, E., Niño, M., Berny, E., and Inzunza, I.: Wind Risk Assessment of Electric Power Lines due to Hurricane Hazard, Natural Hazards Review, 21, 1–14, https://doi.org/10.1061/(asce)nh.1527-6996.0000363, 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 3.8097441563073557, "sigma": 0.15000000003586372, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.810, σ=0.150, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Mexico", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 1E-13 }, { "x": 16, "y": 2.35E-12 }, { "x": 17, "y": 3.752E-11 }, { "x": 18, "y": 4.4175E-10 }, { "x": 19, "y": 3.99424E-09 }, { "x": 20, "y": 2.869537E-08 }, { "x": 21, "y": 1.6850549E-07 }, { "x": 22, "y": 8.2833618E-07 }, { "x": 23, "y": 3.47850386E-06 }, { "x": 24, "y": 1.2697016E-05 }, { "x": 25, "y": 4.08901339E-05 }, { "x": 26, "y": 0.00011769596226 }, { "x": 27, "y": 0.00030621539271 }, { "x": 28, "y": 0.00072728523236 }, { "x": 29, "y": 0.00159064214233 }, { "x": 30, "y": 0.00322829170736 }, { "x": 31, "y": 0.00612176745954 }, { "x": 32, "y": 0.01091282818175 }, { "x": 33, "y": 0.01838791660747 }, { "x": 34, "y": 0.0294308959245 }, { "x": 35, "y": 0.04494540529765 }, { "x": 36, "y": 0.06575575228459 }, { "x": 37, "y": 0.09250131066521 }, { "x": 38, "y": 0.12554209072638 }, { "x": 39, "y": 0.16489174605388 }, { "x": 40, "y": 0.21018927317313 }, { "x": 41, "y": 0.26071350441293 }, { "x": 42, "y": 0.31543704630998 }, { "x": 43, "y": 0.37311024574169 }, { "x": 44, "y": 0.43236214447552 }, { "x": 45, "y": 0.49180452934765 }, { "x": 46, "y": 0.55012675568295 }, { "x": 47, "y": 0.60617224537379 }, { "x": 48, "y": 0.65899152039821 }, { "x": 49, "y": 0.70787049731824 }, { "x": 50, "y": 0.75233594172926 }, { "x": 51, "y": 0.79214215047083 }, { "x": 52, "y": 0.8272440383607 }, { "x": 53, "y": 0.85776198838784 }, { "x": 54, "y": 0.88394331800547 }, { "x": 55, "y": 0.90612428821944 }, { "x": 56, "y": 0.92469548165734 }, { "x": 57, "y": 0.94007229124858 }, { "x": 58, "y": 0.9526713180886 }, { "x": 59, "y": 0.96289274019139 }, { "x": 60, "y": 0.97110819932876 }, { "x": 61, "y": 0.97765344390325 }, { "x": 62, "y": 0.98282482587976 }, { "x": 63, "y": 0.98687873613989 }, { "x": 64, "y": 0.99003313318414 }, { "x": 65, "y": 0.99247043872131 }, { "x": 66, "y": 0.99434121220897 }, { "x": 67, "y": 0.99576815497065 }, { "x": 68, "y": 0.99685012061431 }, { "x": 69, "y": 0.99766591552488 }, { "x": 70, "y": 0.99827775894408 }, { "x": 71, "y": 0.99873433719858 }, { "x": 72, "y": 0.99907343329045 }, { "x": 73, "y": 0.99932414440032 }, { "x": 74, "y": 0.99950871912301 }, { "x": 75, "y": 0.99964405649228 }, { "x": 76, "y": 0.99974291267903 }, { "x": 77, "y": 0.9998148607952 }, { "x": 78, "y": 0.99986704615209 }, { "x": 79, "y": 0.9999047748148 }, { "x": 80, "y": 0.99993196821254 }, { "x": 81, "y": 0.99995151146283 }, { "x": 82, "y": 0.9999655182879 }, { "x": 83, "y": 0.99997553112477 }, { "x": 84, "y": 0.99998267133224 }, { "x": 85, "y": 0.99998775128275 }, { "x": 86, "y": 0.99999135755863 }, { "x": 87, "y": 0.99999391239087 }, { "x": 88, "y": 0.99999571881793 }, { "x": 89, "y": 0.99999699373307 }, { "x": 90, "y": 0.99999789196997 }, { "x": 91, "y": 0.99999852378951 }, { "x": 92, "y": 0.99999896753047 }, { "x": 93, "y": 0.99999927873085 }, { "x": 94, "y": 0.99999949668386 }, { "x": 95, "y": 0.99999964913618 }, { "x": 96, "y": 0.99999975564565 }, { "x": 97, "y": 0.99999982997469 }, { "x": 98, "y": 0.9999998817922 }, { "x": 99, "y": 0.999999917881 }, { "x": 100, "y": 0.99999994299264 } ] }, { "id": 1421, "curve_id": "W3.8", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Design speed 140 km/h, urban terrain", "source_type": "Peer-reviewed", "source_abbrev": "Reinoso et al. (2020)", "source_detail": "Reinoso, E., Niño, M., Berny, E., and Inzunza, I.: Wind Risk Assessment of Electric Power Lines due to Hurricane Hazard, Natural Hazards Review, 21, 1–14, https://doi.org/10.1061/(asce)nh.1527-6996.0000363, 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 3.8838521284614216, "sigma": 0.1500000000013248, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.884, σ=0.150, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Mexico", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 6E-14 }, { "x": 17, "y": 1.24E-12 }, { "x": 18, "y": 1.757E-11 }, { "x": 19, "y": 1.8912E-10 }, { "x": 20, "y": 1.60191E-09 }, { "x": 21, "y": 1.099736E-08 }, { "x": 22, "y": 6.271593E-08 }, { "x": 23, "y": 3.0338039E-07 }, { "x": 24, "y": 1.26732795E-06 }, { "x": 25, "y": 4.64276412E-06 }, { "x": 26, "y": 1.511651496E-05 }, { "x": 27, "y": 4.425579535E-05 }, { "x": 28, "y": 0.00011769596226 }, { "x": 29, "y": 0.00028689682396 }, { "x": 30, "y": 0.00064611830149 }, { "x": 31, "y": 0.00135389433645 }, { "x": 32, "y": 0.0026563022272 }, { "x": 33, "y": 0.00490725251294 }, { "x": 34, "y": 0.00857963025095 }, { "x": 35, "y": 0.01426113526648 }, { "x": 36, "y": 0.0226304697091 }, { "x": 37, "y": 0.03441290926229 }, { "x": 38, "y": 0.0503185153217 }, { "x": 39, "y": 0.07097022109449 }, { "x": 40, "y": 0.09683170667296 }, { "x": 41, "y": 0.12814567852809 }, { "x": 42, "y": 0.16489174605388 }, { "x": 43, "y": 0.20676994244797 }, { "x": 44, "y": 0.25321184592889 }, { "x": 45, "y": 0.30341712432796 }, { "x": 46, "y": 0.35640994324603 }, { "x": 47, "y": 0.4111075595868 }, { "x": 48, "y": 0.46639274360115 }, { "x": 49, "y": 0.52118230243882 }, { "x": 50, "y": 0.57448557373907 }, { "x": 51, "y": 0.62544888154356 }, { "x": 52, "y": 0.67338417279355 }, { "x": 53, "y": 0.71778204092473 }, { "x": 54, "y": 0.75831087620716 }, { "x": 55, "y": 0.79480486839974 }, { "x": 56, "y": 0.82724403836069 }, { "x": 57, "y": 0.85572947559414 }, { "x": 58, "y": 0.88045662970454 }, { "x": 59, "y": 0.901688974598 }, { "x": 60, "y": 0.91973375110606 }, { "x": 61, "y": 0.93492088757937 }, { "x": 62, "y": 0.94758566083623 }, { "x": 63, "y": 0.95805522599473 }, { "x": 64, "y": 0.96663882481118 }, { "x": 65, "y": 0.97362127340739 }, { "x": 66, "y": 0.97925921670282 }, { "x": 67, "y": 0.98377959856475 }, { "x": 68, "y": 0.98737981281371 }, { "x": 69, "y": 0.99022905163878 }, { "x": 70, "y": 0.99247043872131 }, { "x": 71, "y": 0.99422361217091 }, { "x": 72, "y": 0.99558749860898 }, { "x": 73, "y": 0.99664308892305 }, { "x": 74, "y": 0.9974560854385 }, { "x": 75, "y": 0.99807933847528 }, { "x": 76, "y": 0.99855502772764 }, { "x": 77, "y": 0.99891657165825 }, { "x": 78, "y": 0.99919026756982 }, { "x": 79, "y": 0.9993966777684 }, { "x": 80, "y": 0.99955178476617 }, { "x": 81, "y": 0.99966794213335 }, { "x": 82, "y": 0.99975464853438 }, { "x": 83, "y": 0.99981917158505 }, { "x": 84, "y": 0.99986704615209 }, { "x": 85, "y": 0.99990246910445 }, { "x": 86, "y": 0.9999286096862 }, { "x": 87, "y": 0.99994785186066 }, { "x": 88, "y": 0.99996198232912 }, { "x": 89, "y": 0.99997233553943 }, { "x": 90, "y": 0.99997990490896 }, { "x": 91, "y": 0.99998542769755 }, { "x": 92, "y": 0.99998944946395 }, { "x": 93, "y": 0.99999237279904 }, { "x": 94, "y": 0.9999944940173 }, { "x": 95, "y": 0.99999603067432 }, { "x": 96, "y": 0.99999714212812 }, { "x": 97, "y": 0.99999794485016 }, { "x": 98, "y": 0.99999852378951 }, { "x": 99, "y": 0.99999894078213 }, { "x": 100, "y": 0.99999924075569 } ] }, { "id": 1422, "curve_id": "W3.9", "sector": "Energy", "ci_type": "Power tower", "ci_desc": "Power tower", "ci_detail": "Design speed 150 km/h, urban terrain", "source_type": "Peer-reviewed", "source_abbrev": "Reinoso et al. (2020)", "source_detail": "Reinoso, E., Niño, M., Berny, E., and Inzunza, I.: Wind Risk Assessment of Electric Power Lines due to Hurricane Hazard, Natural Hazards Review, 21, 1–14, https://doi.org/10.1061/(asce)nh.1527-6996.0000363, 2020.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 3.9528449999483968, "sigma": 0.15000000000008593, "method": "Curve fitting", "mu_sigma_quality": 1, "mu_sigma_reconstruct": true, "raw_reconstruct": true, "reconstruct_method": "Use μ/σ parameters", "calculation_notes": "Curve fitting: Successful - μ=3.953, σ=0.150, R²=1.000; Mu/sigma can be used for reconstruction (quality: 1.000); D1 category: figure_given; Source provides original data points", "intensity_measure": "3-sec gust speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Hybrid (A+E)", "geography": "Mexico", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 4E-14 }, { "x": 18, "y": 7E-13 }, { "x": 19, "y": 8.92E-12 }, { "x": 20, "y": 8.811E-11 }, { "x": 21, "y": 6.9998E-10 }, { "x": 22, "y": 4.58654E-09 }, { "x": 23, "y": 2.532616E-08 }, { "x": 24, "y": 1.2004318E-07 }, { "x": 25, "y": 4.9622948E-07 }, { "x": 26, "y": 1.81375897E-06 }, { "x": 27, "y": 5.93248896E-06 }, { "x": 28, "y": 1.754762572E-05 }, { "x": 29, "y": 4.737420926E-05 }, { "x": 30, "y": 0.00011769596226 }, { "x": 31, "y": 0.00027104014961 }, { "x": 32, "y": 0.00058233522994 }, { "x": 33, "y": 0.00117408550838 }, { "x": 34, "y": 0.00223294265127 }, { "x": 35, "y": 0.00402483168148 }, { "x": 36, "y": 0.00690488754251 }, { "x": 37, "y": 0.01131826686678 }, { "x": 38, "y": 0.01778865979457 }, { "x": 39, "y": 0.02689302204772 }, { "x": 40, "y": 0.03922337988245 }, { "x": 41, "y": 0.05533902548113 }, { "x": 42, "y": 0.07571445175381 }, { "x": 43, "y": 0.10068950691729 }, { "x": 44, "y": 0.1304282360969 }, { "x": 45, "y": 0.16489174605388 }, { "x": 46, "y": 0.20382844755884 }, { "x": 47, "y": 0.24678261785424 }, { "x": 48, "y": 0.29311984204708 }, { "x": 49, "y": 0.3420659314245 }, { "x": 50, "y": 0.39275463822109 }, { "x": 51, "y": 0.444278988618 }, { "x": 52, "y": 0.49574128861998 }, { "x": 53, "y": 0.54629766233615 }, { "x": 54, "y": 0.59519414353769 }, { "x": 55, "y": 0.64179263615301 }, { "x": 56, "y": 0.68558629514222 }, { "x": 57, "y": 0.72620491668698 }, { "x": 58, "y": 0.76341168711228 }, { "x": 59, "y": 0.79709310066921 }, { "x": 60, "y": 0.8272440383607 }, { "x": 61, "y": 0.85394995312684 }, { "x": 62, "y": 0.87736789441718 }, { "x": 63, "y": 0.8977077924443 }, { "x": 64, "y": 0.9152150670713 }, { "x": 65, "y": 0.93015527411757 }, { "x": 66, "y": 0.94280118487121 }, { "x": 67, "y": 0.95342243159766 }, { "x": 68, "y": 0.96227765053772 }, { "x": 69, "y": 0.96960891360174 }, { "x": 70, "y": 0.97563815439844 }, { "x": 71, "y": 0.98056525398574 }, { "x": 72, "y": 0.98456744626845 }, { "x": 73, "y": 0.98779972206241 }, { "x": 74, "y": 0.99039594544618 }, { "x": 75, "y": 0.99247043872131 }, { "x": 76, "y": 0.99411983745394 }, { "x": 77, "y": 0.99542506069589 }, { "x": 78, "y": 0.99645328104645 }, { "x": 79, "y": 0.99725981334243 }, { "x": 80, "y": 0.99788986894965 }, { "x": 81, "y": 0.99838014497902 }, { "x": 82, "y": 0.99876023475405 }, { "x": 83, "y": 0.99905385821511 }, { "x": 84, "y": 0.99927991943995 }, { "x": 85, "y": 0.99945340386563 }, { "x": 86, "y": 0.99958613082652 }, { "x": 87, "y": 0.99968737829698 }, { "x": 88, "y": 0.99976439676377 }, { "x": 89, "y": 0.99982282836611 }, { "x": 90, "y": 0.99986704615209 }, { "x": 91, "y": 0.99990042674701 }, { "x": 92, "y": 0.99992556808306 }, { "x": 93, "y": 0.99994446221659 }, { "x": 94, "y": 0.99995863173329 }, { "x": 95, "y": 0.99996923685484 }, { "x": 96, "y": 0.99997715913302 }, { "x": 97, "y": 0.99998306655303 }, { "x": 98, "y": 0.99998746396102 }, { "x": 99, "y": 0.99999073196855 }, { "x": 100, "y": 0.99999315685508 } ] }, { "id": 1423, "curve_id": "W7.2", "sector": "Transportation", "ci_type": "Roads", "ci_desc": "Roads", "ci_detail": "On-grade", "source_type": "Technical Manual", "source_abbrev": "Miyamoto International (2019)", "source_detail": "Miyamoto International: Increasing infrastructure resilience background report, The World Bank Group, Washington, D.C., 2019.", "curve_type": "Vulnerability", "curve_addtl": "", "curve_extent": "", "source_data_type": "figure_given", "mu": 3.9219733362813143, "sigma": 2, "method": "Simple estimation", "mu_sigma_quality": 0.1, "mu_sigma_reconstruct": false, "raw_reconstruct": true, "reconstruct_method": "Use raw data points", "calculation_notes": "Estimation: μ=3.922 (from median~50.500), σ=2.000; Mu/sigma quality too low for reconstruction (quality: 0.100); D1 category: figure_given; Source provides original data points", "intensity_measure": "Wind speed", "match_type": "exact", "characteristics": "Relative Continuous", "uncertainty": "No", "derivation": "Expert Opinion", "geography": "Global", "hazard_type": "Wind", "num_points": 101, "data_points": [ { "x": 0, "y": 0 }, { "x": 1, "y": 0 }, { "x": 2, "y": 0 }, { "x": 3, "y": 0 }, { "x": 4, "y": 0 }, { "x": 5, "y": 0 }, { "x": 6, "y": 0 }, { "x": 7, "y": 0 }, { "x": 8, "y": 0 }, { "x": 9, "y": 0 }, { "x": 10, "y": 0 }, { "x": 11, "y": 0 }, { "x": 12, "y": 0 }, { "x": 13, "y": 0 }, { "x": 14, "y": 0 }, { "x": 15, "y": 0 }, { "x": 16, "y": 0 }, { "x": 17, "y": 0 }, { "x": 18, "y": 0 }, { "x": 19, "y": 0 }, { "x": 20, "y": 0 }, { "x": 21, "y": 0 }, { "x": 22, "y": 0 }, { "x": 23, "y": 0 }, { "x": 24, "y": 0 }, { "x": 25, "y": 0 }, { "x": 26, "y": 0 }, { "x": 27, "y": 0 }, { "x": 28, "y": 0 }, { "x": 29, "y": 0 }, { "x": 30, "y": 0 }, { "x": 31, "y": 0 }, { "x": 32, "y": 0 }, { "x": 33, "y": 0 }, { "x": 34, "y": 0 }, { "x": 35, "y": 0 }, { "x": 36, "y": 0 }, { "x": 37, "y": 0 }, { "x": 38, "y": 0 }, { "x": 39, "y": 0 }, { "x": 40, "y": 0 }, { "x": 41, "y": 0 }, { "x": 42, "y": 0 }, { "x": 43, "y": 0 }, { "x": 44, "y": 0 }, { "x": 45, "y": 0 }, { "x": 46, "y": 0 }, { "x": 47, "y": 0 }, { "x": 48, "y": 0 }, { "x": 49, "y": 0 }, { "x": 50, "y": 0 }, { "x": 51, "y": 0 }, { "x": 52, "y": 0 }, { "x": 53, "y": 0 }, { "x": 54, "y": 0 }, { "x": 55, "y": 0 }, { "x": 56, "y": 0 }, { "x": 57, "y": 0 }, { "x": 58, "y": 0 }, { "x": 59, "y": 0 }, { "x": 60, "y": 0 }, { "x": 61, "y": 0 }, { "x": 62, "y": 0 }, { "x": 63, "y": 0 }, { "x": 64, "y": 0 }, { "x": 65, "y": 0 }, { "x": 66, "y": 0 }, { "x": 67, "y": 0 }, { "x": 68, "y": 0 }, { "x": 69, "y": 0 }, { "x": 70, "y": 0 }, { "x": 71, "y": 0 }, { "x": 72, "y": 0 }, { "x": 73, "y": 0 }, { "x": 74, "y": 0 }, { "x": 75, "y": 0 }, { "x": 76, "y": 0 }, { "x": 77, "y": 0 }, { "x": 78, "y": 0 }, { "x": 79, "y": 0 }, { "x": 80, "y": 0 }, { "x": 81, "y": 0 }, { "x": 82, "y": 0 }, { "x": 83, "y": 0 }, { "x": 84, "y": 0 }, { "x": 85, "y": 0 }, { "x": 86, "y": 0 }, { "x": 87, "y": 0 }, { "x": 88, "y": 0 }, { "x": 89, "y": 0 }, { "x": 90, "y": 0 }, { "x": 91, "y": 0 }, { "x": 92, "y": 0 }, { "x": 93, "y": 0 }, { "x": 94, "y": 0 }, { "x": 95, "y": 0 }, { "x": 96, "y": 0 }, { "x": 97, "y": 0 }, { "x": 98, "y": 0 }, { "x": 99, "y": 0 }, { "x": 100, "y": 0 } ] } ]