Chiou and Youngs PEER-NGA Empirical Ground Motion Model for ...

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PSA (g) 10^-1 10^-2 10^-3 10^-4 10^-5 10^-1 10^-2 10^-3 10^-4 10^-5 T=0.01 13909220 M=3.52; Z=11.79 0.8874 T=0.01 13936432 M=4.1; Z=3.56 0.04817 T=0.01 13937492 M=3.54; Z=3.26 0.5119 10 100 A B C D E 10 100 T=0.01 13935996 M=4.34; Z=3.7 -0.4229 T=0.01 13936596 M=3.87; Z=3.76 0.2574 T=0.01 13938812 M=4.61; Z=1.7 -0.4514 Distance (km) T=0.01 13936076 M=4.01; Z=8.71 0.1235 T=0.01 13936812 M=4.5; Z=2.34 -0.3141 T=0.01 13939456 M=3.63; Z=2.81 0.4432 10 100 10^-1 10^-2 10^-3 10^-4 10^-5
PSA (g) 10^-1 10^-2 10^-3 10^-4 10^-5 10^-1 10^-2 10^-3 10^-4 10^-5 T=0.01 13939856 M=4.04; Z=3.95 0.08074 T=0.01 13986104 M=3.65; Z=8.95 0.7813 T=0.01 14073800 M=4.02; Z=12.15 0.2725 10 100 A B C D E 10 100 T=0.01 13945908 M=4.64; Z=2.87 -0.2865 T=0.01 14000376 M=3.59; Z=13.51 0.2957 T=0.01 14077668 M=4.27; Z=2.91 -0.3509 Distance (km) T=0.01 13947424 M=3.59; Z=3.15 0.4103 T=0.01 14007388 M=3.73; Z=2.34 0.06271 T=0.01 14079184 M=3.78; Z=5.92 0.6512 10 100 10^-1 10^-2 10^-3 10^-4 10^-5
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Chiou and Youngs PEER-NGA Empirical
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data are consistent with strong mot
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Figure 1: Magnitude-distance-region
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Figure 2: Empirical ground motion d
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EQID Earthquake M Table 3: Inferred
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Site Average Shear Wave Velocity: A
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Figure 6: Relationship between VS30
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1 ) ∝ C2 × M + ( C2 − C ) × l
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Figure 9: Peak acceleration data fr
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C4+C5M slowly and the value of the
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allows the interpretation of the co
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Figure 13: Coefficients resulting f
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the top of rupture located at x = 0
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Figure 18: Intra-event residuals fo
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Figure 21: Variation of HW* with ma
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The interpretation of the parameter
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to the PEER-NGA pga data selected f
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EFFECT OF DATA TRUNCATION The initi
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term [ 1 Φ( y ( θ ) + τ ⋅ z ,
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Table 4: Estimate of Anelastic Atte
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data truncated at a maximum distanc
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faulting earthquakes at long period
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Slope -1.5 -1.0 -0.5 0.0 0.5 1.0 0.
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C&Y2006 Page 46 Table 5: Coefficien
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c1 of T0.010S c1 of T1.000S MODEL R
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esid 1 0 -1 -2 resid resid 1 0 -1 -
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esid resid resid 1 0 -1 -2 1 0 -1 -
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esid 2 1 0 -1 -2 SCEC Version 2 0 2
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Amplification w.r.t. Vs30 = 1130 m/
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Sa(g) Sa(g) 10 1 0.1 0.01 10 1 0.1
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Sa (g) Sa (g) 1 0.1 0.01 0.001 0.00
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Sa (g) Sa (g) 1 0.1 0.01 0.001 1 0.
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EXAMPLE CALCULATIONS FORTRAN routin
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Table 6: Example Calculations Perio
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REFERENCES Abrahamson, N.A., and Si
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Frankel, A., A. McGarr, J. Bicknell
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Appendix A Recordings from PEER-NGA
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RSN EQID Earthquake M Station No, S
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Page 85 and 86: RSN EQID Earthquake M Station No, S
Page 121 and 122: Appendix B Estimation of Distance a
Page 123 and 124: Figure B-2: Data for aspect ratio v
Page 125 and 126: Probability . 0.18 0.16 0.14 0.12 0
Page 127 and 128: Appendix C Estimation of Vs30 at CW
Page 129 and 130: Percent of Total 50 40 30 20 10 0 G
Page 131 and 132: Vs30 (m/sec) 1400 1200 1000 800 600
Page 133 and 134: Figure D-1. Epicenter distribution
Page 135: PSA (g) 10^-1 10^-2 10^-3 10^-4 10^
Page 139 and 140: PSA (g) 10^-1 10^-2 10^-3 10^-4 10^
Page 141 and 142: PSA (g) 10^-1 10^-2 10^-3 10^-4 10^
Page 143 and 144: PSA (g) 10^-1 10^-2 10^-3 10^-4 10^
Page 145 and 146: PSA (g) 10^-1 10^-2 10^-3 10^-4 10^
Page 147 and 148: T0.010S 1 0.1 0.01 1 0.1 0.01 1130
Page 149 and 150: T0.010S 1 0.1 0.01 1 0.1 0.01 1130
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T1.000S 1 0.1 0.01 0.001 1 0.1 0.01
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T1.000S 1 0.1 0.01 0.001 1 0.1 0.01
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T1.000S 1 0.1 0.01 0.001 1 0.1 0.01
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T1.000S 1 0.1 0.01 0.001 1 0.1 0.01
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T1.000S 1 0.1 0.01 0.001 1 0.1 0.01
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T1.000S 1 0.1 0.01 0.001 1 0.1 0.01
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T1.000S 1 0.1 0.01 0.001 1 0.1 0.01
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T1.000S 1 0.1 0.01 0.001 1 0.1 0.01
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T1.000S 1 0.1 0.01 0.001 1 0.1 0.01
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T1.000S 1 0.1 0.01 0.001 1130 m/s 5
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T3.000S 0.1 0.01 0.001 0.1 0.01 0.0
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T3.000S 0.1 0.01 0.001 0.1 0.01 0.0
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T3.000S 0.1 0.01 0.001 0.1 0.01 0.0
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T3.000S 0.1 0.01 0.001 0.1 0.01 0.0
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T3.000S 0.1 0.01 0.001 0.1 0.01 0.0
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T3.000S 0.1 0.01 0.001 0.1 0.01 0.0
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T3.000S 0.1 0.01 0.001 0.1 0.01 0.0
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