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 14091288 M=3.63; Z=7.62 0.7424 T=0.01 9613261 M=4.05; Z=7.86 -0.1085 T=0.01 9627953 M=4.22; Z=6.67 0.08892 10 100 A B C D E 10 100 T=0.01 14095628 M=5.04; Z=1.11 -0.2719 T=0.01 9627557 M=3.89; Z=7.62 0.5481 T=0.01 9628933 M=3.56; Z=5.84 0.5773 Distance (km) T=0.01 9542957 M=3.63; Z=10.8 0.7662 T=0.01 9627721 M=5.13; Z=7.64 -0.3314 T=0.01 9631385 M=3.8; Z=3.23 0.239 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 9642941 M=3.75; Z=2.93 0.9714 T=0.01 9646589 M=3.51; Z=4.19 1.461 T=0.01 9653349 M=4.25; Z=8.7 0.1956 10 100 A B C D E 10 100 T=0.01 9644101 M=3.64; Z=3.17 -0.3021 T=0.01 9652545 M=3.84; Z=7.18 0.7892 T=0.01 9653493 M=4.1; Z=7.43 0.5296 Distance (km) T=0.01 9644345 M=3.77; Z=4.86 0.8316 T=0.01 9653293 M=3.57; Z=4.38 1.574 T=0.01 9655209 M=3.78; Z=13.94 0.7969 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 87 and 88: 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 and 136: PSA (g) 10^-1 10^-2 10^-3 10^-4 10^
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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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Page 167 and 168: T0.200S 1 0.1 0.01 1 0.1 0.01 1130
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Page 187 and 188: 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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