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Side-effect of using response spectral amplification ratios for soft soil sites—Earthquake source-type dependent amplification ratios

Authors :
John X. Zhao
Jian Zhang
Source :
Soil Dynamics and Earthquake Engineering. 30:258-269
Publication Year :
2010
Publisher :
Elsevier BV, 2010.

Abstract

Our previous studies show that site effects (amplification of rock motions), source and path effects are coupled when response spectra are used to characterize the amplification ratios for a soil site modelled as nonlinear or elastic. The coupling is referred to as a “side effect” of using response spectral amplification ratios. In the present study we use a suite of rock site records, well distributed with respect to magnitude and source distance, from crustal, subduction interface and slab earthquakes to evaluate the response spectral amplification ratio for soft soil sites. We compare these side-effects for ground motions generated by three types of earthquakes, and we find that, at periods much shorter or much longer than the natural period of a soil site modelled as elastic, the average amplification ratios with respect to rock site ground motions from three types of earthquakes are moderately different and are very similar for other spectral periods. These differences are not statistically significant because of the moderately large scatter of the amplification ratios. However, the extent of magnitude- and source-distance-dependence of amplification ratios differs significantly. After the effects of magnitude and source distance on the amplification ratios are accounted for, the differences in amplification ratios between crustal and subduction earthquake records are very large in some particular combinations of source distance and magnitude range. These findings may have potential impact in establishing design spectra for soft soil sites using strong motion attenuation models or numerical modelling.

Details

ISSN :
02677261
Volume :
30
Database :
OpenAIRE
Journal :
Soil Dynamics and Earthquake Engineering
Accession number :
edsair.doi...........d0d222c099ed5c3f591fd55db4652d31
Full Text :
https://doi.org/10.1016/j.soildyn.2009.12.001