SEISMIC ANALYSIS AND DESIGN OF STRUCTURE WITH METALLIC DAMPERS

被引:0
作者
Li, Hongnan [1 ]
Li, Gang [1 ]
机构
[1] Dalian Univ Technol, Fac Infrastruct Engn, Dalian 116024, Peoples R China
来源
PROCEEDINGS OF THE TWELFTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOLS I AND II | 2012年
关键词
Steel Building; Metallic Damper; Hysteresis Loop; Seismic Response; STEEL FRAMES; PERFORMANCE; BUILDINGS; REDUCTION;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, a new idea of designing metallic damper is presented. This type of damper is called as "dual functions" metallic damper, because it has two features, which are high initial stiffness and good energy-dissipation capability. Quasi-static tests with the new types of dampers are carried out. The "dual functions" metallic dampers were applied in actual steel structure. In order to calculate and compare seismic responses of the steel structure with and without metallic dampers, a three-dimensional frame structure model is made with ADPL language in ANSYS program. The results show that the metallic dampers with the "dual functions" presented here not only provide certain stiffness in the normal application, but also are of good ability of the seismic energy dissipation.
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页码:88 / 94
页数:7
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