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
相关论文
共 50 条
  • [31] SEISMIC BEHAVIOR OF THROUGH-DIAPHRAGM CONNECTIONS BETWEEN CFRT COLUMNS AND STEEL BEAMS-EXPERIMENTAL STUDY
    Qin, Ying
    Chen, Zhihua
    Wang, Xiaodun
    Zhou, Ting
    ADVANCED STEEL CONSTRUCTION, 2014, 10 (03): : 351 - 371
  • [32] Seismic performance analysis of exposed column-base connections along minor axis
    Zhao, Dongzhuo
    Shan, Yi
    Wang, Peng
    Xu, Jing
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2022, 197
  • [33] Experimental seismic behavior of through-diaphragm connections to concrete-filled rectangular steel tubular columns
    Qin, Ying
    Chen, Zhihua
    Yang, Qiangyue
    Shang, Kuijie
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2014, 93 : 32 - 43
  • [34] Study on seismic performance experimental and theoretical analysis of the bottom flange bolted and top flange welded vertical stiffener joint
    Zhou, Ting
    Chen, Hongfei
    Zhang, Pengfei
    Chen, Zhihua
    Li, Qiang
    Li, Wei
    STRUCTURES, 2025, 73
  • [35] Finite element analysis on seismic performance of specifically pre-fabricated beam-column connections
    Hu, Fang-Xin
    Shi, Gang
    Shi, Yong-Jiu
    Cai, Jian-Guang
    Li, Ya-Ning
    Sun, Yi
    Wang, Hai-Tao
    Gongcheng Lixue/Engineering Mechanics, 2015, 32 (06): : 69 - 75and98
  • [36] Experimental study on seismic performance of fully assembled composite walls with vertical joints using different dry connections
    Huang W.
    Miao X.
    Zhao Y.
    Yu G.
    Zhang J.
    Fan Z.
    Miao, Xinwei (panzer.8002@163.com), 1600, Science Press (41): : 114 - 122
  • [37] Performance of flange-welded/web-bolted steel I-beam to hollow tubular column connections under seismic load
    Song, Qian-Yi
    Heidarpour, Amin
    Zhao, Xiao-Ling
    Han, Lin-Hai
    THIN-WALLED STRUCTURES, 2017, 116 : 250 - 264
  • [38] Different connections with the core tube steel frame seismic performance of hybrid structure analysis
    Yang, Chao
    Huang, Chengwei
    Liu, Ruofei
    Tian, Yi
    PROCEEDINGS OF THE FIRST INTERNATIONAL CONFERENCE ON INFORMATION SCIENCES, MACHINERY, MATERIALS AND ENERGY (ICISMME 2015), 2015, 126 : 70 - 73
  • [39] Seismic Performance Analysis of the Internal Joint in the New Demountable Fabricated Concrete Frame with Prestressed Mortise-Tenon Connections
    Wang, Junwei
    Zhang, Cheng
    Zhang, Wenxue
    SUSTAINABILITY, 2024, 16 (18)
  • [40] Fracture mechanism and performance analysis of CHS welded connections with through plates
    Safaeifaegh, Shervin
    Zanon, Gabriele
    Bursi, Oreste S.
    ENGINEERING FAILURE ANALYSIS, 2025, 169
12345