BOUNDARY-ELEMENT METHOD WITH EXTERIOR COLLOCATION IN 2-DIMENSIONAL ELASTODYNAMIC PROBLEMS

被引：3

作者：

FU, TM ^{[1
]}

XIONG, JG ^{[1
]}

CHEUNG, YK ^{[1
]}

机构：

[1] UNIV HONG KONG,DEPT CIVIL & STRUCT ENGN,HONG KONG,HONG KONG

来源：

EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS | 1995年 / 24卷 / 01期

关键词：

D O I：

10.1002/eqe.4290240108

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

In the present paper, the boundary element method with exterior collocation was applied to two-dimensional elastodynamic problems. The stability of the numerical solution was discussed and the collocation rule of source points outside the region being studied was investigated in the frequency domain by means of the computed error in the boundary displacement and the condition number of the coefficient matrix for two typical wave propagation problems. The achieved results are helpful to the practical application of this method to earthquake ground motion analysis.

引用

页码：99 / 108

页数：10

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