The nonlinear soil amplification models developed by Walling et al. (2008) are revisited for three main reasons: (a) the simulation database on which the models were developed has been updated and extended, (b) two alternatives for the input shaking parameter—(PGA and Sa(T))—are explored, and (c) a constraint on the nonlinearity at long periods is removed.
Kamai, R., Abrahamson, N., Silva, W. Nonlinear Horizontal Site Amplification for Constraining the NGA-West2 GMPEs,
Earthquake Enginering Reserch, 2014, с. 1223-1240.
Kamai, R., Abrahamson, N., Silva, W. .
Nonlinear Horizontal Site Amplification for Constraining the NGA-West2 GMPEs.
: Earthquake Enginering Reserch, 2014, с. 1223-1240.
Kamai, R., Abrahamson, N., Silva, W. (2014)
Nonlinear Horizontal Site Amplification for Constraining the NGA-West2 GMPEs,
: Earthquake Enginering Reserch, с. 1223-1240
Kamai, R.,
Abrahamson, N., &
Silva, W.
(2014).
Nonlinear Horizontal Site Amplification for Constraining the NGA-West2 GMPEs. Earthquake spectra. Earthquake Enginering Reserch, 30 (3), с. 1223-1240.
