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

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T0.200S 1 0.1 0.01 1 0.1 0.01 1130 m/s 560 m/s 270 m/s 152 m/s Nahanni, Canada New Zealand-01 New Zealand-02 0.1 1 10 NEHRP-A NEHRP-B ClstD NEHRP-C NEHRP-D New Zealand-04 NEHRPE 0.1 1 10
T0.200S 1 0.1 0.01 1 0.1 0.01 1130 m/s 560 m/s 270 m/s 152 m/s 0.1 1 10 Norcia, Italy Northridge-01 Oroville-01 NEHRP-A NEHRP-B ClstD NEHRP-C NEHRP-D Parkfield NEHRPE 0.1 1 10
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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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Appendix B Estimation of Distance a
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Figure B-2: Data for aspect ratio v
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Probability . 0.18 0.16 0.14 0.12 0
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Appendix C Estimation of Vs30 at CW
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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^
Page 137 and 138: 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^
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Page 145 and 146: PSA (g) 10^-1 10^-2 10^-3 10^-4 10^
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Chiou and Youngs PEER-NGA Empirical Ground Motion Model for ...

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