A New Method of Reliability Analysis on Strength and Stiffness for Frame Structure

被引：0
|
作者：
Li, Yi [1 ]
Sun, Bo [1 ]
Zhao, Wen [1 ]
机构：
[1] Northeastern Univ, Sch Resource & Civil Engn, Shenyang 110004, Peoples R China
来源：
ADVANCES IN STRUCTURES, PTS 1-5 | 2011年 / 163-167卷
关键词：
Continual Variation Method; Frame Structure; Reliability; Stiffness; Strength;
D O I：
10.4028/www.scientific.net/AMR.163-167.3411
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
An accelerating calculation of reliability analysis on strength and stiffness for frame structure was derived. The method of numerical analysis was combined with recurrence formula, to generatelimit state function of continual variational structure. This methodcan simplify the algorithm for identifying systemic dominant failure modes, because the repeated assembly of global stiffness matrix and repeated inverse matrix operation in analysis are avoided. A new criterion of degenerating the structure into mechanism is introduced. Continual analysis of variational structure can be realized.
引用
收藏
页码：3411 / 3414
页数：4
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