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 9882329 M=4.54; Z=5.6 -0.649 T=0.01 9930549 M=4.15; Z=7.6 0.2119 T=0.01 9970349 M=3.53; Z=16.7 0.8159 10 100 A B C D E 10 100 T=0.01 9915709 M=3.87; Z=8.2 0.455 T=0.01 9941081 M=3.9; Z=17.9 0.01221 T=0.01 9983429 M=4.34; Z=12.1 -0.3758 Distance (km) T=0.01 9915909 M=3.63; Z=10.7 0.9479 T=0.01 9950169 M=3.52; Z=1.7 0.852 T=0.01 9986489 M=3.58; Z=15.1 0.8235 10 100 10^-1 10^-2 10^-3 10^-4 10^-5
PSA (g) 10^-1 10^-2 10^-3 10^-4 10^-5 T=0.01 9991197 M=3.51; Z=2.06 0.6361 A B C D E 10 100 T=0.01 9991213 M=3.61; Z=1.61 -0.02699 Distance (km) T=0.01 9994573 M=3.82; Z=7.22 0.4523
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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 93 and 94: 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 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: 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
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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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