水利学报Issue(1)：11-17,7.
考虑介质随机性的结构-地基系统地震反应分析
Seismic study of structure-foundation system considering the stochastic characteristics of medium
张艳红 1杜修力 1张伯艳1
作者信息
- 1. 中国水利水电科学研究院 工程抗震研究中心,
- 折叠
摘要
Abstract
Based on the uncoupled method for numerical simulation of near-field wave motion and stochastic finite element method, a new uncoupled method is proposed to analyze the seismic response of soil-structure system in time domain considering the stochastic characteristics of medium. By using this method, the radiation effect of wave energy to infinite field is simulated and the stochastic characteristics of complicated medium are being considered. This method is applied to analyze the earthquake response of the arch dam in Xiaowan Project.关键词
近场波动数值模拟/介质随机性分类
建筑与水利引用本文复制引用
张艳红,杜修力,张伯艳..考虑介质随机性的结构-地基系统地震反应分析[J].水利学报,2001,(1):11-17,7.
