Design of steel frames using calibrated design curves for buckling strength of hot-rolled members

被引：0
|
作者：
Chan, SL [1 ]
Cho, SH [1 ]
机构：
[1] Hong Kong Polytech Univ, Dept Civil & Struct Engn, Hong Kong, Peoples R China
来源：
ADVANCES IN STEEL STRUCTURES, VOLS I & II, PROCEEDINGS | 2002年
关键词：
column buckling; initial imperfection; residual stress; stocky column effect;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper presents a method of designing steel frames allowing for various sections. An analytical investigation was carried out to study the behaviour of a column member with both ends pinned and with various imperfection-to-length ratios. From the obtained results, the magnitudes of imperfection-to-length ratios of various sections are suggested for design and analysis of steel frames allowing for member buckling strength based on the Perry Robertson formula.
引用
收藏
页码：1193 / 1199
页数：7
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