腹板开孔型组合梁柱节点的研究

英文篇名：Study on the Beam-to-column Composite Connection with Opening Beam Web
中文刊名：佳木斯大学学报(自然科学版)
英文刊名：Journal of Jiamusi University(Natural Science Edition)
作者：纪万金 ; 韩倩
英文作者：JI Wan-jin ; HAN Qian(The Third Railway Survey and Design Institute Group Co. ; Tianjin 300251 ; China)
中文关键词：组合梁柱节点 ; 腹板开孔 ; 塑性应变 ; 抗震性能
英文关键词：beam-to-column composite connection ; opening on beam web ; plastic strain ; seismic behavior
出版日期：2012-01-15
机构：铁道第三勘察设计院集团有限公司;
年：2012
期：01
出版单位：佳木斯大学学报(自然科学版)

摘要

主要研究腹板开孔型组合梁柱节点的抗震性能.首先对此节点能进行了有限元分析,分析了塑性应变的分布和发展情况;同时进行了实验研究,分析了节点的塑性变形以及抗震性能;最后进行了节点破坏模式的研究.结果表明,腹板开孔型组合梁柱节点具有较好的抗震性能.
The paper mainly studied the seismic behavior of the beam-to-column composite connection with opening beam web.FEM software was used to analysis the distribution and development of the plastic strain on this connection.The plastic deformation and the seismic behavior and the failure mode of this connection were studied.It is concluded that this connection has excellent capability to resist the effect of earthquake.

引文

[1]聂建国.钢-混凝土组合梁结构——试验、理论与应用[M].北京:科学出版社,2005.
    [2]刘其祥,蔡益燕,朱知信,顾泰昌.多高层房屋钢结构梁柱刚性连接节点的抗震设计[J].建筑结构学报,2001,31(8):9-12.
    [3]Chen Sheng-Jin,Chao Y.C..Effect of Composite Action onSeismic Performance of Steel Moment Connections with ReducedBeam Sections[J].Journal of Construction Steel Research.2001,57(5):417-434.
    [4]FEMA FEMA-350 Recommended Seismic Design Criteria forNew Steel Moment-Frame Buildings[J].USA Federal Emer-gency Management Agency,2000.
    [5]茹继平.梁腹板开孔节点及钢框架抗震性能实验研究[D].北京:北京交通大学,2005.
    [6]石永久,苏迪,王元清.考虑组合效应的钢框架梁柱节点恢复力模型研究[J].世界地震工程,2008,24(2):51,61,71,81.
    [7]邱宏刚,高层钢框架削弱型节点抗震性能研究[D].北京:北方交通大学,2003.
    [8]谢晓栋,削弱型钢框架梁柱节点的性能研究[D].北京:北京交通大学,2004.
    [9]苏迪,石永久,王元清.组合效应对钢节点抗震性能的影响[J].青岛理工大学学报,2006,27(1):36-41.
    [10]顾强.钢结构滞回性能及抗震设计[M].北京:中国建筑工业出版社,2008.