in an acceleration response spectrum with 5% damping as given in Figure 3.21. 4.3 of Caltrans aquot;Seismic Design Referencesaquot; to arrive ... might be used to compare with the spectra in Caltrans manual aquot;Seismic Design Referencesaquot; Figure 184.108.40.206D is given by the record ... the O.lg bedrock peak acceleration curve of the Caltrans figure, the spectrum can be compared directly with the O.lg spectrum shown.
|Title||:||Seismic Assessment and Retrofit of Bridges|
|Author||:||M. J. N. Priestley, Frieder Seible|