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

页码：785 / 789

页数：5