Resistance of concrete-filled hollow structural sections

被引：3
|
作者：
Picard, A [1 ]
Beaulieu, D [1 ]
机构：
[1] Univ Laval, Dept Genie Civil, St Foy, PQ G1K 7P4, Canada
来源：
CANADIAN JOURNAL OF CIVIL ENGINEERING | 1997年 / 24卷 / 05期
关键词：
composite section; concrete-filled hollow structural section; axial compression; bending; beam-column;
D O I：
10.1139/cjce-24-5-785
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
In Standard CAN/CSA-S16.1-94, equations are proposed to take into account the contribution of the concrete to the axial and flexural capacity of concrete-filled hollow steel sections. In this paper, clarifications to some clauses and suggestions for improvements are made. The design procedure is illustrated by a detailed example where axial compressive resistance, bending resistance, and resistance to axial compression and bending are considered.
引用
收藏
页码：785 / 789
页数：5
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