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带竖缝钢板剪力墙滞回性能有限元分析
引用本文:朱玲玲,刘颖,汪涛. 带竖缝钢板剪力墙滞回性能有限元分析[J]. 山西建筑, 2009, 35(7): 85-86
作者姓名:朱玲玲  刘颖  汪涛
作者单位:常州市规划设计院,江苏,常州,213003
摘    要:阐述了带竖缝钢板剪力墙是一种新型的抗侧力构件,具有良好的结构性能,通过ANSYS对其进行有限元模拟分析,分析了其滞回性能,并与试验结果进行比较,分析其产生误差的原因,指出设计时应注意的问题。

关 键 词:带竖缝钢板剪力墙  有限元  滞回性能

Investigation on hysteretic behavior of steel plate shear wall with slits by finite element method
ZHU Ling-ling,LIU Ying,WANG Tao. Investigation on hysteretic behavior of steel plate shear wall with slits by finite element method[J]. Shanxi Architecture, 2009, 35(7): 85-86
Authors:ZHU Ling-ling  LIU Ying  WANG Tao
Affiliation:ZHU Ling-ling, LIU Ying ,WANG Tao
Abstract:Steel plate shear wall with slits is a new kind of component for resistance to lateral force with good structural performance.This paper analyzed this component by finite element method by ANSYS,and analyzed its hysteretic behavior.Comparing with the result of the test,this paper analyzed the differences of results between test and finite element method.At last presenting the conclusion that there are some problems should be noticed during design.
Keywords:steel plate shear wall with slits  finite element  hysteretic behavior  
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