Dynamic response of frame structures with uncertain physical parameters

被引：0
|
作者：
Zhang, Qiang [1 ]
Fang, Mingji [1 ]
机构：
[1] Shanghai Normal Univ, Architecture Engn Sch, Shanghai 201418, Peoples R China
来源：
PROCEEDINGS OF INTERNATIONAL CONFERENCE ON HEALTH MONITORING OF STRUCTURE, MATERIALS AND ENVIRONMENT, VOLS 1 AND 2 | 2007年
关键词：
frames structures; stochastic; precise integration; dynamic response;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
To aim at application of precise time integration method in earthquake response analysis of large-scale structures, a new method insist of expanded order system method and direct integration of state equation method is presented in this paper. The program was developed and used in analyzing the response of frame structures. The numerical results indicate that taking into account uncertain physical parameters influence response deeply, and the developed method has high precision and efficiency, and adapt to operation of engineering.
引用
收藏
页码：991 / 994
页数：4
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