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 Enginering Reserch, с. 1223-1240.
Kamai R, Abrahamson N, Silva W. Nonlinear Horizontal Site Amplification for Constraining the NGA-West2 GMPEs. Earthquake Enginering Reserch; 2014. p. с. 1223-1240.
