We used an expanded PEER NGA-West2 database to develop a new ground motion prediction equation (GMPE) for the average horizontal components of PGA, PGV, and 5% damped linear pseudo-absolute acceleration response spectra at 21 periods ranging from 0.01 s to 10 s. In addition to those terms included in our now superseded 2008 GMPE, we include a more-detailed hanging wall model, scaling with hypocentral depth and fault dip, regionally independent geometric attenuation, regionally dependent anelastic attenuation and site conditions, and magnitude-dependent aleatory variability.
Campbell, K., Bozorgnia, Y. NGA-West2 Ground Motion Model for the Average Horizontal Components of PGA, PGV, and 5% Damped Linear Acceleration Response Spectra,
Earthquake Enginering Reserch, 2014, с. 1087-1115.
Campbell, K., Bozorgnia, Y. .
NGA-West2 Ground Motion Model for the Average Horizontal Components of PGA, PGV, and 5% Damped Linear Acceleration Response Spectra.
: Earthquake Enginering Reserch, 2014, с. 1087-1115.
Campbell, K., Bozorgnia, Y. (2014)
NGA-West2 Ground Motion Model for the Average Horizontal Components of PGA, PGV, and 5% Damped Linear Acceleration Response Spectra,
: Earthquake Enginering Reserch, с. 1087-1115
Campbell, K., & Bozorgnia, Y.
(2014).
NGA-West2 Ground Motion Model for the Average Horizontal Components of PGA, PGV, and 5% Damped Linear Acceleration Response Spectra. Earthquake spectra. Earthquake Enginering Reserch 30 (3), с. 1087-1115.
