Analysis on the Seismic Performance of the Fully Bolted Diaphragm-Through Connections to RCFST

被引：13
|
作者：
Luo, Song [1 ]
Wang, Xiaodun [1 ]
Wang, Xin [1 ]
Cui, Dongbin [2 ]
Wu, Liao [1 ]
Chen, Zhihua [1 ]
机构：
[1] Tianjin Univ, Sch Civil Engn, Tianjin 300072, Peoples R China
[2] Sinosingapore Tianjin Ecocity Construct Bur, Tianjin, Peoples R China
来源：
ADVANCES IN STRUCTURAL ENGINEERING | 2015年 / 18卷 / 07期
基金：
中国国家自然科学基金;
关键词：
fully bolted connections; diaphragm-through connection; rectangular concrete-filled steel tubular column; seismic performance; finite element analysis; BEHAVIOR; BEAMS;
D O I：
10.1260/1369-4332.18.7.975
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
Based on the experimental results of fully bolted diaphragm-through connections composed of concrete-filled steel tubular columns and H-shaped steel beam, 3D nonlinear finite element models were established to analyze the mechanical properties of this new fully bolted diaphragm-through connection using ABAQUS. An analysis was conducted under cyclic loading. A method to estimate the bolt flip platform was presented and used to correct the hysteretic curves for the fully bolted through-diaphragm connections. The failure modes, load-drift, and stiffness degradation curves of the finite element analyses were found to be in good agreement with the tests results.
引用
收藏
页码：975 / 985
页数：11
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