作者
Prasanta K Banerjee, Shahid Ahmad, George D Manolis
发表日期
1986/11
期刊
Earthquake engineering & structural dynamics
卷号
14
期号
6
页码范围
933-949
出版商
John Wiley & Sons, Ltd
简介
An advanced implementation of the direct boundary element method applicable to transient problems involving three‐dimensional solids of arbitrary shape and connectivity is presented. The work first focuses on the formulation of the method, followed by a discussion of the fundamental singular solutions. Subsequently, a family of isoparametric boundary elements is introduced, along with the necessary numerical integration techniques as well as the solution algorithm. Numerical examples are presented, which demonstrate the unconditional stability and high accuracy of this dynamic analysis technique.
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