Core Chinese Journal
Source Journal of CSCD
Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 51 Issue 3
Jul.  2021
Turn off MathJax
Article Contents
PANG Rui, WANG Yixiao, XU Zhu, WANG Lu, LEI Hongbing. RESEARCH ON SEISMIC PERFORMANCES OF PREFABRICATED SRCT SHEAR WALL STRUCTURE WITH HORIZONTAL CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 35-41. doi: 10.13204/j.gyjzG20032209
Citation: PANG Rui, WANG Yixiao, XU Zhu, WANG Lu, LEI Hongbing. RESEARCH ON SEISMIC PERFORMANCES OF PREFABRICATED SRCT SHEAR WALL STRUCTURE WITH HORIZONTAL CONNECTIONS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 35-41. doi: 10.13204/j.gyjzG20032209

RESEARCH ON SEISMIC PERFORMANCES OF PREFABRICATED SRCT SHEAR WALL STRUCTURE WITH HORIZONTAL CONNECTIONS

doi: 10.13204/j.gyjzG20032209
  • Received Date: 2020-03-22
    Available Online: 2021-07-17
  • In order to study the seismic performances of steel-concrete-composite-tube (SRCT) shear walls with horizontal connections, an experiment was conducted on two full-scaled models of SRCT shear walls and a cast-in-situ RC shear wall. The results revealed that the prefabricated SRCT shear walls with the horizontal connection whether in the middle or at the botlom of shear walls all had high bearing capacity, stiffness, ductility and energy dissipation capacity. It showed the reliability of the proposed horizontal connection. Mechanical performances such as bearing capacity, stiffness and energy dissipation capacity of SRCT the shear wall with the horizontal connection in the middle of the wall were basically the same as that of SRCT shear walls without horizontal connections, and the horizontal connection had little impact on the overall seismic performances of the shear wall. Square steel tubes with tie bars could effectively restrain the cracking and crack development of concrete in steel tubes, so that the damage degree of the bases for the wall limbs the SRCT shear walls was much lower than that of the RC shear wall. Meanwhile, the internal and external concrete effectively restrained the buckling of thin-walled steel tubes. SRCT shear walls had two types of failure modes, one kind of failure could effectively make full use of strength of the material and was ideal, the other had brittle failure characteristics and should be avoided.
  • loading
  • 王崇昌,王宗哲,陈平. 钢筋混凝土剪力墙的延性[J]. 西安冶金建筑学院学报, 1987, 49(1):15-24.
    王威,张龙旭,苏三庆. 波形钢板-混凝土组合剪力墙抗震性能试验研究[J]. 建筑结构学报, 2008, 39(10):75-84.
    钱稼茹,魏勇,赵作周. 高轴压比钢骨混凝土剪力墙抗震性能试验研究[J]. 建筑结构学报, 2008, 29(2):43-50.
    吕西林,干淳洁,王威. 内置钢板钢筋混凝土剪力墙抗震性能研究[J]. 建筑结构学报, 2009, 30(5):89-96.
    聂建国,卜凡民,樊建生. 高轴压比、低剪跨比双钢板-混凝土组合剪力墙拟静力试验研究[J]. 工程力学, 2013, 30(6):60-66

    ,76.
    ZHANG X M, YING Q, CHEN Z H. Experimental Seismic Behavior of Innovative Composite Shear Walls[J].Journal of Constructional Steel Research, 2016, 116:218-232.
    朱张峰,郭正兴. 考虑竖向与水平接缝的工字型装配式混凝土剪力墙抗震性能试验研究[J]. 工程力学, 2019, 36(3):139-148.
    SOUDKI K A, WEST J S, RIZKALLA S H, et al. Horizontal Connections for Precast Concrete Shear Wall Panels Under Cyclic Shear Loading[J].PCI Journal, 1996, 41(3):64-80.
    FOERSTER H R, RIZAKALLA S H, HEUVEL J S. Behavior and Design of Shear Connections for Load Bearing Wall Panels[J].PCI Journal, 1989, 34(1):102-119.
    赵斌,王庆杨,吕西林. 采用全装配水平接缝的预制混凝土剪力墙抗震性能研究[J]. 建筑结构学报, 2018, 39(12):48-55.
    马军卫,潘金龙,尹万云. 灌浆套筒连接全装配式框架-剪力墙结构抗震性能试验研究[J]. 工程力学, 2017, 34(10):68-75.
    陈云钢, 刘家彬, 郭正兴. 装配式剪力墙水平拼缝钢筋浆锚搭接抗震性能试验[J]. 哈尔滨工业大学学报, 2013, 45(6):83-89.
    孙建, 邱洪兴, 谭志成. 采用螺栓连接的工字形全装配式RC剪力墙试验研究[J]. 工程力学, 2018, 35(8):172-183

    ,191.
    蓝文武, 莫自庆, 杨涛. 预应力加强型钢混凝土短肢剪力墙的抗震性能[J]. 广西大学学报, 2016, 41(4):1017-1023.
    中华人民共和国住房和城乡建设部. 住宅设计规范:GB 50096-2011[S]. 北京:中国建筑工业出版社, 2011.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (118) PDF downloads(1) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return