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
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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