Implications of NGA for NEHRP Site Coefficients
暂无分享,去创建一个
[1] Roger D. Borcherdt,et al. Empirical Evidence for Site Coefficients in Building Code Provisions , 2002 .
[2] Colorado Colorado,et al. AMERICAN SOCIETY OF CIVIL ENGINEERS , 2010 .
[3] K. Campbell,et al. NGA Ground Motion Model for the Geometric Mean Horizontal Component of PGA, PGV, PGD and 5% Damped Linear Elastic Response Spectra for Periods Ranging from 0.01 to 10 s , 2008 .
[4] G. Atkinson,et al. Ground-Motion Prediction Equations for the Average Horizontal Component of PGA, PGV, and 5%-Damped PSA at Spectral Periods between 0.01 s and 10.0 s , 2008 .
[5] BrianS-J. Chiou,et al. An NGA Model for the Average Horizontal Component of Peak Ground Motion and Response Spectra , 2008 .
[6] Raymond B. Seed,et al. Site Effects on Strong Shaking and Seismic Risk: Recent Developments and Their Impact on Seismic Design Codes and Practice , 1994 .
[7] Raymond B. Seed,et al. New Site Coefficients and Site Classification System Used in Recent Building Seismic Code Provisions , 2000 .
[8] Roger D. Borcherdt,et al. Estimates of Site-Dependent Response Spectra for Design (Methodology and Justification) , 1994 .
[9] N. Abrahamson,et al. Summary of the Abrahamson & Silva NGA Ground-Motion Relations , 2008 .