Cyclic Behavior of Full-Scale Steel Beam-to-CFT Column Moment-resisting Connections

被引：0

作者：

Wang Hailiang ^{[1
]}

Yang Xinlei ^{[1
]}

机构：

[1] Tianjin Inst Urban Construct, Dept Civil Engn, Tianjin 300384, Peoples R China

来源：

CIVIL ENGINEERING IN CHINA - CURRENT PRACTICE AND RESEARCH REPORT | 2010年

关键词：

Concrete-filled tubes (CFT); Connections; Cyclic loading; Energy dissipation; SEISMIC BEHAVIOR;

D O I：

暂无

中图分类号：

S2 [农业工程];

学科分类号：

0828 ;

摘要：

Two full-scale steel beam-to-concrete-filled tube (CFT) column moment-resisting connections were constructed and tested under cyclic loading. The main objective was to investigate the effect of different details on the seismic performance of steel beam-column connections. Both Specimens JD-3 and JD-6 behaved in ductile manners. The test specimens showed a good strength with excellent energy dissipation. In general, the seismic performance of both connections was satisfactory.

引用

页码：168 / 171

页数：4

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