Experimental behaviour of thin-walled steel tube confined concrete column to RC beam joints under cyclic loading

被引：73
|
作者：
Han, Lin-Hai [1 ]
Qu, Hui [2 ]
Tao, Zhong [3 ]
Wang, Zai-Feng [4 ]
机构：
[1] Tsinghua Univ, Dept Civil Engn, Key Lab Struct Engn & Vibrat, China Educ Minist, Beijing 100084, Peoples R China
[2] Yantai Univ, Coll Civil Engn, Yantai 264005, Peoples R China
[3] Fuzhou Univ, Coll Civil Engn, Fuzhou 350108, Peoples R China
[4] BERIS Engn & Res Corp, Civil Dept, Baotou 014010, Peoples R China
来源：
THIN-WALLED STRUCTURES | 2009年 / 47卷 / 8-9期
基金：
中国国家自然科学基金;
关键词：
Thin-walled steel tube confined concrete (TWSTCC); Columns; Beams; Joints; Concrete; Failure mode; Seismic behaviour; PARTIAL SHEAR CONNECTION; END-PLATE JOINTS; EXPOSURE;
D O I：
10.1016/j.tws.2009.03.001
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper describes eight tests carried out on thin-walled steel tube confined concrete (TWSTCC) column to reinforced concrete (RC) beam joints Subjected to cyclic loading, where the column cross-sectional type and the level of axial load in the column were selected as test parameters. In addition, two concrete filled thin-walled steel tubular column to RC beam joints were also tested for comparison. Each TWSTCC joint specimen consisted of a TWSTCC column and a RC beam Pass through the column to represent an interior joint in a building, The experimental results are analysed to evaluate the influences of different testing parameters on the performance of the beam-column joints. It was found that the TWSTCC joints show generally excellent seismic performance and is adoptable in practical engineering, particularly in earthquake zone. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码：847 / 857
页数：11
相关论文
共 50 条
  • [31] Cyclic behaviour of prefabricated connections for steel beam to concrete filled steel tube column
    Ding, Chenting
    Bai, Yu
    Yang, Kai
    Zhang, Jingshu
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2021, 176
  • [32] Cyclic behaviour of concrete encased steel (CES) column-steel beam joints with concrete slabs
    Chu, Liusheng
    Li, Danda
    Ma, Xing
    Zhao, Jun
    STEEL AND COMPOSITE STRUCTURES, 2018, 29 (06): : 731 - 744
  • [33] Concrete-filled thin-walled steel SHS and RHS beam-columns subjected to cyclic loading
    Han, LH
    Yang, YF
    Tao, Z
    THIN-WALLED STRUCTURES, 2003, 41 (09) : 801 - 833
  • [34] Behaviour of concrete-filled thin-walled corrugated steel tubes under cyclic axial compression
    Fang, Yong
    Wang, Yuyin
    Zhang, Bing
    Dong, Jucan
    THIN-WALLED STRUCTURES, 2021, 162
  • [35] Entire loading procedure analysis of concrete-filled steel tube column to steel beam joints under fire
    Song, Tian-Yi
    Han, Lin-Hai
    Harbin Gongye Daxue Xuebao/Journal of Harbin Institute of Technology, 2009, 41 (SUPPL. 2): : 142 - 146
  • [36] Experimental behaviour of circular concrete filled steel tube columns under lateral cyclic loading
    Van Cao, Vui
    Vo, Cuong Trung
    Nguyen, Phuoc Trong
    Ashraf, Mahmud
    EARTHQUAKES AND STRUCTURES, 2021, 21 (05) : 445 - 460
  • [37] Compressive behaviour of stone dust concrete composite columns confined with bamboo and thin-walled steel-tube systems
    Zhou, Jing
    Li, Yajun
    Zhao, Weifeng
    Yi, Danping
    JOURNAL OF BUILDING ENGINEERING, 2021, 38
  • [38] Inclined concrete-filled SHS steel column to steel beam joints under monotonic and cyclic loading: Experiments
    Li, Wei
    Han, Lin-Hai
    Ren, Qing-Xin
    THIN-WALLED STRUCTURES, 2013, 62 : 118 - 130
  • [39] Experimental research on concrete filled thin-walled steel tube long columns
    Baozhu, Cao
    Yaochun, Zhang
    Yueming, Zhao
    Key Engineering Materials, 2009, 400-402 : 551 - 557
  • [40] Behaviour of CFRP-confined thin-walled concrete filled steel box columns under axial load
    Tiwari, Pramod
    Jain, Kranti
    STRUCTURES, 2025, 75
12345