张建伟, 曹万林, 赵长军, 黄选明. 带暗支撑中高剪力墙弹塑性有限元分析[J]. 北京工业大学学报, 2008, 34(1): 53-58.
    引用本文: 张建伟, 曹万林, 赵长军, 黄选明. 带暗支撑中高剪力墙弹塑性有限元分析[J]. 北京工业大学学报, 2008, 34(1): 53-58.
    ZHANG Jian-wei, CAO Wan-lin, ZHAO Zhang-jun, HUANG Xuan-ming. Elastoplastic Finite Element Analysis of RC Mid-rise Shearwall with Concealing Bracings[J]. Journal of Beijing University of Technology, 2008, 34(1): 53-58.
    Citation: ZHANG Jian-wei, CAO Wan-lin, ZHAO Zhang-jun, HUANG Xuan-ming. Elastoplastic Finite Element Analysis of RC Mid-rise Shearwall with Concealing Bracings[J]. Journal of Beijing University of Technology, 2008, 34(1): 53-58.

    带暗支撑中高剪力墙弹塑性有限元分析

    Elastoplastic Finite Element Analysis of RC Mid-rise Shearwall with Concealing Bracings

    • 摘要: 为了从理论计算角度进一步了解带暗支撑中高剪力墙在水平荷载作用下的弹塑性变形与破坏过程,在试验研究的基础上,建立了钢筋混凝土带暗支撑中高剪力墙的弹塑性有限元分析模型,使用ANSYS有限元分析程序,对其在单调加载下的性能作了弹塑性分析,并分析了引起计算误差的原因.有限元分析结果与试验结果符合较好.

       

      Abstract: In order to calculate and understand the deformation and destruction process of the test specimens in theory,the elastoplastic finite element analysis of RC mid-rise shear wall with concealed bracings under lateral loading was carried out by ANSYS program based on experimental research.At the same time,the reason of the computing error was analyzed.The finite element computing results were in good agreement with that of the test.

       

    /

    返回文章
    返回