Collapse analysis of semi-rigid frames under non-proportional loads

被引：0
|
作者：
Chan, BHM [1 ]
Fang, LX [1 ]
Chan, SL [1 ]
机构：
[1] Hong Kong Polytech Univ, Dept Civil & Struct Engn, Kowloon, Peoples R China
来源：
COMPUTER TECHNIQUES FOR CIVIL AND STRUCTURAL ENGINEERING | 1999年
关键词：
D O I：
暂无
中图分类号：
TP39 [计算机的应用];
学科分类号：
081203 ; 0835 ;
摘要：
This paper studies the collapse and large deflection response of semi-rigid steel frames under proportional and nonproportional loads. The hysteric loop behaviour of semi-rigid connections and plastic hinges are modelled in the analysis program through the incremental-iterative procedure. In the numerical example illustrated in this paper, the effect load sequence is significant in affecting the load-carrying capacity and the overall behaviour.
引用
收藏
页码：49 / 52
页数：4
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