Large-scale shaking table test and finite element model for tianjin library

被引：0
|
作者：
Jiang, Xinliang [1 ,2 ]
Deng, Zhendan [1 ,2 ]
Han, Yang [1 ,2 ]
Han, Ning [3 ]
机构：
[1] School of Civil Engineering, Tianjin University, Tianjin 300072, China
[2] Key Laboratory of Coastal Civil Engineering Structure and Safety(Tianjin University), Ministry of Education, Tianjin 300072, China
[3] Tianjin Urban Planning and Design Institute, Tianjin 300201, China
来源：
Tianjin Daxue Xuebao (Ziran Kexue yu Gongcheng Jishu Ban)/Journal of Tianjin University Science and Technology | 2013年 / 46卷 / 02期
关键词：
Steel construction - Seismic response - Structural frames - Elastoplasticity - Testing - Software testing;
D O I：
暂无
中图分类号：
学科分类号：
摘要：
The shaking table test of a 1/20 scale model with steel frame-bracing system is performed to study the seismic behavior of complex structure in this paper. In the shaking table test, the seismic responses and dynamic characteristics of the structure are measured. Furthermore, the structural finite element analysis model is established with ANSYS software, and then the elasto-plastic time-history analysis of the shaking table test model is carried out. The analytical results of structure periods, displacement response and strain response are in good agreement with the test results, which verifies the reliability of finite element model.
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页码：109 / 113
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