摘要
本文运用随机有限元原理提出了结构系统在地震力作用下的可靠性分析方法,并运用该方法对现行规范抗震设计的几种典型塔式容器进行动力可靠性研究,其结果可为制订塔式容器结构抗震可靠性设计标准作为参考。
n this paper, the dynamic reliability analysis method of structure system under seismic load is set up by using the principle of stochastic finite elements. The method is used to study the dynamic reliability of several typical tower vessels which were designed according to the current aseismic design code. The study results may give a reference to the aseismic reliability design of tower vessels.
出处
《地震工程与工程振动》
CSCD
北大核心
1997年第4期26-33,共8页
Earthquake Engineering and Engineering Dynamics
基金
中国石油化工总公司科技基金
关键词
塔式容器
结构
动力可靠性
抗震设计
, Tower vessel, Dynamic reliability analysis, Aseismic design