The use of direct boundary element method for gaining insight into complex seismic site response

被引:22
作者
Alvarez-Rubio, S
Benito, JJ
Sánchez-Sesma, FJ
Alarcón, E
机构
[1] Univ Politecn Madrid, EUIT Ind, Dept Matemat Aplicada, Madrid 28012, Spain
[2] Univ Nacl Distancia, ETSI Ind, Dept Ingn Construcc & Fabricat, Madrid 28080, Spain
[3] Univ Nacl Autonoma Mexico, Inst Ingn, Mexico City 04510, DF, Mexico
[4] Univ Politecn Madrid, ETSI Ind, Dept Mecan Estruct & Construcc Ind, E-28006 Madrid, Spain
关键词
site effects; local conditions; euroseistest; numerical modelling; boundary element method;
D O I
10.1016/j.compstruc.2004.09.014
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
The boundary element method is specially well suited for the analysis of the seismic response of valleys of complicated topography and stratigraphy. In this paper the method's capabilities are illustrated using as an example an irregularity stratified (test site) sedimentary basin that has been modelled using 2D discretization and the Direct Boundary Element Method (DBEM). Site models displaying different levels of complexity are used in practice. The multi-layered model's seismic response shows generally good agreement with observed data amplification levels, fundamental frequencies and the high spatial variability. Still important features such as the location of high frequencies peaks are missing. Even 2D simplified models reveal important characteristics of the wave field that 1D modelling does not show up. (c) 2005 Elsevier Ltd. All rights reserved.
引用
收藏
页码:821 / 835
页数:15
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