APPROXIMATE P-DELTA METHOD FOR SWAY FRAMES WITH SEMIRIGID CONNECTIONS

被引:3
|
作者
SCHOLZ, H
机构
[1] Department of Civil Engineering, University of Witwatersrand
关键词
D O I
10.1016/0143-974X(90)90068-R
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, a previously reported approximate elastic-plastic method of analysis is applied to regular steel sway frames with semi-rigid connections. A number of model frames with different connection characteristics have been tested in the laboratory and are compared with calculated results. It is concluded that the simple approximate-analysis approach successfully predicts the load-carrying capacity of sway frames with semi-rigid connections without resorting to complex analysis techniques. © 1990.
引用
收藏
页码:215 / 231
页数:17
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