Performance-based seismic design of eccentrically braced frames using target drift and yield mechanism as performance criteria

被引：0

作者：

Department of Civil and Environmental Engineering, University of Michigan, Ann Arbor, MI, United States ^{[1
]}

机构：

来源：

Eng J | 2006年 / 3卷 / 173-200期

关键词：

Structural frames;

D O I：

10.62913/engj.v43i3.1294

中图分类号：

学科分类号：

摘要：

引用

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[1] Performance-based seismic design of eccentrically braced frames using target drift and yield mechanism as performance criteria
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ENGINEERING JOURNAL-AMERICAN INSTITUTE OF STEEL CONSTRUCTION, 2006, 43 (03): : 173 - 200
[2] Performance-based seismic design of eccentrically braced frames using target drift and yield mechanism (Engineering Journal (2006) (199))
Engineering Journal, 1600, 43 (04):
[3] Performance-based seismic design of eccentrically braced steel frames using target drift and failure mode
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