PLASTIC DESIGN OF SWAY FRAMES WITH SEMIRIGID CONNECTIONS USING ALLOWABLE SLENDERNESS RATIOS

被引：0
作者：
SCHOLZ, H
机构：
[1] Department of Civil Engineering, University of the Witwatersrand, Johannesburg
来源：
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 1991年 / 19卷 / 01期
关键词：
Structural Frames;
D O I：
10.1016/0143-974X(91)90061-5
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper addresses the topic of sway frames with semi-rigid connections. A design-oriented method is developed by which in-plane overall and member buckling are controlled by way of allowable slenderness ratios. A framework would initially be designed by plastic design and the resulting column and beam members are then compared with the stipulated slenderness values. A number of examples are used to illustrate the procedure. The aspects of lateral buckling, local buckling and flexural ductility are excluded from this study.
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页码：19 / 32
页数：14
相关论文
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