Download：
Acceleration relationship between bedrock site and soft soil site （class E） （Idriss，1990，1991）
Figures of the Article
-
![]()
Comparison of major achievements between China and Europe and America
-
![]()
Comparison of adjustment coefficient results of class Ⅲ sites in China by different scholars based on statistical methods
-
![]()
Predicted site adjustment coefficients from Loma Prieta strong earthquake records based on US code （Borcherdt et al，2005）
-
![]()
Acceleration relationship between bedrock site and soft soil site （class E） （Idriss，1990，1991）
-
![]()
Comparison of the proposed site amplification coefficients FPGA with European code and other research achievements （Tropeano et al，2018）
-
![]()
Recommended elastic response spectra for different types of sites in Eurocode 8 （Ss is site response spectrum，ag is ground acceleration）
-
![]()
Comparison of site adjustment coefficient for soft soil layer suggested by current Chinese codes and American and European codes
Related articles
-
2025, 47(3): 338-355. DOI: 10.11939/jass.20240009
-
High-order finite-difference seismic forward modeling method for fluid-solid boundary coupling media2018, 40(1): 32-44. DOI: 10.11939/jass.20170010
-
2016, 38(6): 854-868. DOI: 10.11939/jass.2016.06.005
-
2015, 37(2): 289-298. DOI: 10.11939/jass.2015.02.009
-
Application of selective filtering non-staggered finite difference method to seismic wave simulation2012, 34(4): 463-475.
-
2012, 34(2): 147-156.
-
2010, 32(1): 51-59.
-
2009, 31(1): 1-12.
-
2005, 27(5): 543-550.
-
2005, 27(4): 441-451.
