The Passive Energy-Dissipation Study of Braced Steel Frame Structure

被引:0
|
作者
Luo, Wenxia [1 ]
Lei, Jinsong [1 ]
Hu, Ying [1 ]
机构
[1] SW Univ Sci & Technol, Coll Civil Engn & Architecture, Mianyang 621010, Sichuan, Peoples R China
来源
ADVANCES IN STRUCTURES, PTS 1-5 | 2011年 / 163-167卷
关键词
Energy-Dissipation Brace; Low-Cycle Repeated Load; Time-History Analysis; Passive Energy Dissipation;
D O I
10.4028/www.scientific.net/AMR.163-167.318
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The seismic performance of braced steel frame was simulated by the finite element software ANSYS based on the passive energy-dissipation under the low-cycle repeated load and the time-history analysis under seismic load for the energy-dissipation braced steel frame structure, no-brace steel frame structure, and conventional braced frame structure. The energy dissipation and seismic performance of three kinds of frame were compared, the results show that the energy-dissipation braced structure can produce strong energy-dissipation control force to enhance energy dissipation capacity of the whole structure significantly, and weaken the seismic load of the main frame. It follows that the energy-dissipation braced steel frame can achieve the purpose of energy dissipation for structure, and has good seismic performance.
引用
收藏
页码:318 / 322
页数:5
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