Analysis of the Dynamic Elastic-plastic History on High-rise Steel Frame-brace Building

被引：0
|
作者：
Li, Qinggang [1 ,2 ]
Bai, Wenbin [2 ]
机构：
[1] Liaoning Prov Bldg Design & Res Inst, Shenyang, Liaoning Provin, Peoples R China
[2] Shenyang Jian Zhu Univ, Coll Civil Engn, Shenyang, Liaoning, Peoples R China
来源：
ARCHITECTURAL ENGINEERING AND NEW MATERIALS | 2015年
关键词：
steel frame-brace; analysis of dynamic elastic-plastic; performance evaluation; perform-3d; concrete filled-steel tubular column; H-shaped steel beam;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The high-rise building with steel frame-brace is analyzed with nonlinear dynamics under rare earthquake based on performance software of Perform-3D. This paper carries on the elastic analysis of the structure first, then describes the constitutive model of material, focuses on the performance evaluation of the whole structure and the component of steel and finally carries on the analysis of the dynamic elastic-plastic time history. The result shows that the whole structure has the advantages of good seismic performance, low steel consumption and convenient construction.
引用
收藏
页码：22 / 29
页数：8
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