Accurate high-speed computation of non-stationary random structural response

被引：56
|
作者：
Lin, JH
Shen, WP
Williams, FW
机构：
[1] SHANGHAI JIAO TONG UNIV,DEPT MECH ENGN,SHANGHAI 200030,PEOPLES R CHINA
[2] UNIV WALES COLL CARDIFF,DEPT STRUCT ENGN,CARDIFF CF2 3TB,S GLAM,WALES
来源：
ENGINEERING STRUCTURES | 1997年 / 19卷 / 07期
关键词：
non-stationary random response; structures;
D O I：
10.1016/S0141-0296(97)83154-9
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
An efficient approach to the analysis of non-stationary random responses of structures subjected to evolutionary random excitation is proposed, The random excitation is first transformed into a pseudo excitation to generate deterministic equations of motion, which are then solved by means of a modified high precision direct integration method. Numerical examples demonstrate the high precision and efficiency of this approach. (C) 1997 Elsevier Science Ltd.
引用
收藏
页码：586 / 593
页数：8
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