Seismic behavior and design of concentrically braced steel frames

被引：0
|
作者：
Tremblay, R [1 ]
机构：
[1] Ecole Polytech, Epictr Res Grp, Dept Civil Geol & Min Engn, Stn Ctr Ville, Montreal, PQ H3C 3A7, Canada
来源：
ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION | 2001年 / 38卷 / 03期
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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 describes the main characteristics of the inelastic seismic response of concentrically braced steel frames. Current Canadian and U.S. provisions for the seismic design of these structures are presented and discussed, together with possible modifications that are currently being considered in view of recent research findings. Alternative bracing systems, which have been proposed over the years to improve the seismic response of concentrically braced steel frames, are also briefly described.
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页码：148 / 166
页数：19
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