Finite Element Analysis of Earthquake Resistance Behaviors of T-shaped Concrete-filled Rectangular Composite Steel Tubular Columns

被引：2
|
作者：
Huang, Jun [1 ,2 ]
Zhang, Yichao [2 ]
Dai, Shaobin [1 ]
机构：
[1] Wuhan Univ Technol, Design & Res Inst, Wuhan 430070, Peoples R China
[2] Wuhan Univ Technol, Sch Civil Engn & Architecture, Wuhan 430070, Peoples R China
来源：
ADVANCES IN CIVIL AND STRUCTURAL ENGINEERING III, PTS 1-4 | 2014年 / 501-504卷
关键词：
T-shaped concrete-filled rectangular composite steel tubular column; earthquake resistance behaviors; nonlinear finite element analysis;
D O I：
10.4028/www.scientific.net/AMM.501-504.1633
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
By using finite element software ABAQUS, the nonlinear finite element analysis of earthquake resistance behavior of T-shaped concrete-filled rectangular composite steel tubular columns is carried out, furthermore, the analysis results and the corresponding experiment results are compared. The results indicate that the calculated value of ultimate bearing capacity is less than the experimental value, and the results of FEM analysis can match the experiment results better, and thus, it can better reflect the earthquake resistance behaviors of the specimens.
引用
收藏
页码：1633 / +
页数：3
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