Seismic response of 3-D Gaussian-shaped valleys to vertically propagating incident waves

被引:50
|
作者
Sohrabi-Bidar, Abdollah [1 ]
Kamalian, Mohsen [1 ]
Jafari, Mohammad Kazem [1 ]
机构
[1] Univ Tehran, Univ Coll Sci, Sch Geol, Tehran 14174, Iran
关键词
Site effects; Computational seismology; Wave scattering and diffraction; Wave propagation; BOUNDARY-ELEMENT METHOD; RAYLEIGH-WAVES; SITE RESPONSE; 3-DIMENSIONAL TOPOGRAPHIES; GEOLOGICAL CONDITIONS; ELASTIC-WAVES; SAN-FERNANDO; PACOIMA-DAM; DOMAIN BEM; SCATTERING;
D O I
10.1111/j.1365-246X.2010.04792.x
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
This paper presents the results of a numerical parametric study on the seismic behaviour of 3-D Gaussian-shaped valleys subjected to vertically propagating incident waves. The medium was assumed to have a linear elastic constitutive behaviour. All calculations were executed in the time domain using the direct boundary element method. Representations of the amplification patterns of a valley were developed using both time-domain and frequency-domain responses. It was shown that wavelength and site geometry, including shape and dimension ratios and, to some extent, wave type are the key independent parameters governing valley amplification behaviour. Although 2- and 3-D valleys with similar shape ratios had similar characteristic periods, the 3-D valley had greater maximum deamplification potential and greater relative amplification potential along the valley.
引用
收藏
页码:1429 / 1442
页数:14
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