Design resistance of unstiffened column web subject to transverse compression in beam-to-column joints

被引：10
|
作者：
Bose, B [1 ]
机构：
[1] Univ Abertay, Dundee, Scotland
来源：
JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH | 1998年 / 45卷 / 01期
关键词：
D O I：
10.1016/S0143-974X(97)00065-5
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Buckling of column web was responsible for failure of a large number of bolted end plate connections tested af the University of Abertay, Dundee. The British Standard BS 5950 and the draft European Standard EC 3 contain design rules for determining the resistance of unstiffened column web of bolted beam-to-column joints subject to local transverse compression. These design rules are appraised by comparison with the lest results. (C) 1998 Elsevier Science Ltd. All rights reserved.
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页码：1 / 15
页数：15
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