Chiou and Youngs PEER-NGA Empirical Ground Motion Model for ...
Chiou and Youngs PEER-NGA Empirical Ground Motion Model for ... Chiou and Youngs PEER-NGA Empirical Ground Motion Model for ...
PSA (g) 1.E+00 1.E-01 1.E-02 1.E-03 1.E-04 1.E-05 Brune Source 4 5 6 7 8 9 M 100 Hz 33 Hz 10 Hz 3.3 Hz 1 Hz 0.33 Hz 0.1 Hz Atkinson and Silva Source C&Y2006 Page 15 1.E+00 1.E-01 1.E-02 1.E-03 1.E-04 1.E-05 4 5 6 7 8 9 Figure 7: Response spectra at a distance of 30 km computed using the stochastic ground motion model and two source spectra, a Brune (1970, 1971) source with a 70 bar stress parameter and the Atkinson and Silva (1997) source model for California earthquakes. Western US crustal amplification (e.g. Boore and Joyner, 1997) is applied in computing the spectra. PSA (g) 10^-6 10^-5 10^-4 10^-3 10^-2 10^-1 10^0 PSA (g) Mag 0.01 sec 0.1 sec 0.3 sec 1 sec 3 sec 10 sec 4 5 6 7 8 Figure 8: Magnitude scaling predicted by the seismic source model of Atkinson and Silva (2000) (points) and the result of fitting Equation (2) to the data (lines). M 100 Hz 33 Hz 10 Hz 3.3 Hz 1 Hz 0.33 Hz 0.1 Hz
Figure 9: Peak acceleration data from the PEER-NGA database and from TriNet (Appendix D) for the distance range 30 ≤ RRUP ≤ 50 and the velocity range 300 ≤ VS30 ≤ 400 fit by alternative function forms of magnitude scaling. Other Source Effects: Most recent empirical ground motion models include a scaling term that reflects alternative rupture styles. Typically it has been found that reverse faulting earthquakes produce larger high frequency motions than strike-slip earthquakes. In some of these empirical models the difference between strike-slip and reverse earthquakes diminishes as the spectral period increases, with the motion from strike-slip earthquakes becoming larger for period motions (e.g. Abrahamson and Silva, 1997; Campbell and Bozorgnia, 2003; Ambraseys et al, 2005). Chiou et al. (2000) showed that when the geometric hanging wall effect was removed from ground motion residuals by using the RRMS distance measure, reverse-faulting earthquake still produced statistically significant higher motions than strikeslip earthquakes. Some empirical models have shown that normal-faulting/extension regime earthquakes produce lower ground motions than strike-slip earthquakes (e.g. Spudich et al., 1999, Ambraseys et al. 2005) while others have included normal-faulting and strike-slip together in a single class (e.g. Abrahamson and Silva, 1997; Silva et al., 1997; Campbell and Bozorgnia, 2003). The potential effect of style of faulting will be examined by including dummy variables FRV and FNM in the regression model. These parameters take on a value of 1.0 for earthquake ruptures with rake angles, λ, in the appropriate range and 0 otherwise. Other source parameters that will be examined include depth to top of rupture ZTOR, aspect ratio, AR, and static stress drop, ΔσS. C&Y2006 Page 16
- Page 1 and 2: Chiou and Youngs PEER-NGA Empirical
- Page 3 and 4: data are consistent with strong mot
- Page 5 and 6: Figure 1: Magnitude-distance-region
- Page 7 and 8: Figure 2: Empirical ground motion d
- Page 9 and 10: EQID Earthquake M Table 3: Inferred
- Page 11 and 12: Site Average Shear Wave Velocity: A
- Page 13 and 14: Figure 6: Relationship between VS30
- Page 15: 1 ) ∝ C2 × M + ( C2 − C ) × l
- Page 19 and 20: C4+C5M slowly and the value of the
- Page 21 and 22: allows the interpretation of the co
- Page 23 and 24: Figure 13: Coefficients resulting f
- Page 25 and 26: the top of rupture located at x = 0
- Page 27 and 28: Figure 18: Intra-event residuals fo
- Page 29 and 30: Figure 21: Variation of HW* with ma
- Page 31 and 32: The interpretation of the parameter
- Page 33 and 34: to the PEER-NGA pga data selected f
- Page 35 and 36: EFFECT OF DATA TRUNCATION The initi
- Page 37 and 38: term [ 1 Φ( y ( θ ) + τ ⋅ z ,
- Page 39 and 40: Table 4: Estimate of Anelastic Atte
- Page 41 and 42: data truncated at a maximum distanc
- Page 43 and 44: faulting earthquakes at long period
- Page 45 and 46: Slope -1.5 -1.0 -0.5 0.0 0.5 1.0 0.
- Page 47 and 48: C&Y2006 Page 46 Table 5: Coefficien
- Page 49 and 50: c1 of T0.010S c1 of T1.000S MODEL R
- Page 51 and 52: esid 1 0 -1 -2 resid resid 1 0 -1 -
- Page 53 and 54: esid resid resid 1 0 -1 -2 1 0 -1 -
- Page 55 and 56: esid 2 1 0 -1 -2 SCEC Version 2 0 2
- Page 57 and 58: Amplification w.r.t. Vs30 = 1130 m/
- Page 59 and 60: Sa(g) Sa(g) 10 1 0.1 0.01 10 1 0.1
- Page 61 and 62: Sa (g) Sa (g) 1 0.1 0.01 0.001 0.00
- Page 63 and 64: Sa (g) Sa (g) 1 0.1 0.01 0.001 1 0.
- Page 65 and 66: EXAMPLE CALCULATIONS FORTRAN routin
Figure 9: Peak acceleration data from the <strong>PEER</strong>-<strong>NGA</strong> database <strong>and</strong> from TriNet (Appendix D) <strong>for</strong><br />
the distance range 30 ≤ RRUP ≤ 50 <strong>and</strong> the velocity range 300 ≤ VS30 ≤ 400 fit by alternative function<br />
<strong>for</strong>ms of magnitude scaling.<br />
Other Source Effects: Most recent empirical ground motion models include a scaling term<br />
that reflects alternative rupture styles. Typically it has been found that reverse faulting<br />
earthquakes produce larger high frequency motions than strike-slip earthquakes. In some of<br />
these empirical models the difference between strike-slip <strong>and</strong> reverse earthquakes diminishes<br />
as the spectral period increases, with the motion from strike-slip earthquakes becoming larger<br />
<strong>for</strong> period motions (e.g. Abrahamson <strong>and</strong> Silva, 1997; Campbell <strong>and</strong> Bozorgnia, 2003;<br />
Ambraseys et al, 2005). <strong>Chiou</strong> et al. (2000) showed that when the geometric hanging wall<br />
effect was removed from ground motion residuals by using the RRMS distance measure,<br />
reverse-faulting earthquake still produced statistically significant higher motions than strikeslip<br />
earthquakes. Some empirical models have shown that normal-faulting/extension regime<br />
earthquakes produce lower ground motions than strike-slip earthquakes (e.g. Spudich et al.,<br />
1999, Ambraseys et al. 2005) while others have included normal-faulting <strong>and</strong> strike-slip<br />
together in a single class (e.g. Abrahamson <strong>and</strong> Silva, 1997; Silva et al., 1997; Campbell <strong>and</strong><br />
Bozorgnia, 2003). The potential effect of style of faulting will be examined by including<br />
dummy variables FRV <strong>and</strong> FNM in the regression model. These parameters take on a value of<br />
1.0 <strong>for</strong> earthquake ruptures with rake angles, λ, in the appropriate range <strong>and</strong> 0 otherwise.<br />
Other source parameters that will be examined include depth to top of rupture ZTOR, aspect<br />
ratio, AR, <strong>and</strong> static stress drop, ΔσS.<br />
C&Y2006 Page 16