兰州理工大学学报

兰州理工大学学报 ›› 2024, Vol. 50 ›› Issue (3): 104-110.

• 建筑科学 • 上一篇    下一篇

带PEC柱钢板剪力墙结构(弱轴连接)抗震性能有限元分析

张继红1, 吴宏凯2, 殷占忠*2,3, 冯大哲2, 赵帅鹏2   

  1. 1.甘肃省计量研究院, 甘肃 兰州 730050;
    2.兰州理工大学 土木工程学院, 甘肃 兰州 730050;
    3.兰州理工大学 西部土木工程防灾减灾教育部工程研究中心, 甘肃 兰州 730050
  • 收稿日期:2021-03-02 出版日期:2024-06-28 发布日期:2024-07-02
  • 通讯作者: 殷占忠(1979-),男,甘肃陇西人,博士,教授,博导.Email:yzztianyu@126.com
  • 基金资助:
    国家重点研发计划项目(2019YFD1101003),国家自然科学基金(51968044)

Finite element analysis of seismic behavior of steel plate shear wall structure with PEC column (weak axis connection)

ZHANG Ji-hong1, WU Hong-kai2, YIN Zhan-zhong2,3, FENG Da-zhe2, Zhao Shuai-peng2   

  1. 1. Gansu Institute of Metrology, Lanzhou 730050, China;
    2. School of Civil Engineering, Lanzhou Univ. of Tech., Lanzhou 730050, China;
    3. Western Engineering Research Center of Disaster Mitigation in Civil Engineering of Ministry of Education, Lanzhou Univ. of Tech., Lanzhou 730050, China
  • Received:2021-03-02 Online:2024-06-28 Published:2024-07-02

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摘要： 为研究边缘柱为部分外包混凝土组合柱的钢板剪力墙结构(弱轴连接)的抗震性能,使用有限元软件ABAQUS完成1榀边缘柱为H型钢柱、5榀边缘柱为PEC柱的钢板剪力墙结构(弱轴连接)在循环荷载作用下的有限元数值模拟,得到结构的应力分布、破坏模式、滞回曲线、耗能性能、骨架曲线以及刚度退化曲线,并完成了1榀带PEC柱的钢板剪力墙结构(弱轴连接)的试验,验证了有限元模拟的正确性.分析表明在钢板剪力墙结构中(弱轴连接),将PEC柱作为剪力墙的边缘框架柱,同样可以很好的约束屈曲后的钢板剪力墙,使其充分发挥屈曲后的性能,显著提升整体结构的抗侧刚度、承载力以及耗能性能.

关键词: 弱轴连接, PEC柱, 钢板剪力墙结构, 有限元分析, 滞回曲线, 耗能能力

Abstract: In order to study the seismic performance of steel plate shear wall structures (weak axis connection) with partially encased concrete composite columns, a numerical simulation of one steel plate shear wall structure with H-shaped edge column and five steel plate shear wall structures with PEC column (weak axis connection) under cyclic loading was conducted using the finite element software ABAQUS. The stress distribution, failure mode, hysteretic curve, energy dissipation performance, skeleton curve, and stiffness degradation curve of the structure are obtained. Additionally, a test of a steel plate shear wall structure with a PEC column (weak axis connection) was performed to validate the finite element model. The analysis shows that in the steel plate shear wall structure (weak axis connection), taking the PEC column as the edge frame column of the shear wall effectively restrains the steel plate shear wall after buckling, making it give full play to the post buckling performance, and significantly improving the lateral stiffness, bearing capacity, and energy dissipation performance of the whole structure.

Key words: weak axis connection, PEC column, steel plate shear wall structure, finite element analysis, hysteretic curve, energy dissipation capacity

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