Experimental Research on Hysteretic Behavior of Frame with Specially Shaped Columns

被引：0
|
作者：
Liu Rui [1 ]
Yang Dejian [1 ]
Li Xinhua [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：
specially shaped columns; frame; hysteretic behavior; energy dissipation;
D O I：
暂无
中图分类号：
S2 [农业工程];
学科分类号：
0828 ;
摘要：
Based on the results of a two-span, three-story frame with specially shaped columns, the hysteretic behavior was discussed under cyclic loading. And the hysteretic curve of frame was determined. And other seismic behavior such as energy dissipation was also investigated. The hysteretic curve of the frame with a form of spindle-shaped shows good hysteretic behavior and energy dissipation ability; the Load-deformation curve of frame shows good energy dissipation ability. Thus, the results of test show that the frame with specially shaped columns has high earthquake-resistant behavior, which can provide evidence for design and construction of frame with specially shaped columns.
引用
收藏
页码：198 / 201
页数：4
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