首页 | 本学科首页   官方微博 | 高级检索  
     

剪压荷载作用下钢板剪力墙弹性屈曲性能研究
引用本文:郑悦,赵伟. 剪压荷载作用下钢板剪力墙弹性屈曲性能研究[J]. 工业建筑, 2011, 41(8): 105-109
作者姓名:郑悦  赵伟
作者单位:1. 浙江大学城市学院土木系,杭州,310015
2. 浙江交通职业技术学院路桥分院,杭州,311112
基金项目:浙江省建设科研项目(2011ZC39);浙江省建设科研项目(ZC201041)
摘    要:国内外对钢板剪力墙的研究较少考虑竖向荷载的影响,这与工程实际不符。为准确估算钢板剪力墙承受竖向荷载后的弹性屈曲性能,对四边简支,两侧边固支、上下边简支和四边固支矩形钢板剪力墙在剪压作用下的弹性稳定性能进行有限元分析。根据有限元计算结果,修正不同边界条件钢板剪力墙剪压荷载下的相关屈曲计算公式,与有限元结果比较表明,修正后...

关 键 词:钢板剪力墙  弹性屈曲  剪压相关  有限元

ELASTIC BUCKLING PROPERTIES OF STEEL PLATE SHEAR WALL UNDER SHEAR AND PRESSURE LOAD
Zheng Yue,Zhao Wei. ELASTIC BUCKLING PROPERTIES OF STEEL PLATE SHEAR WALL UNDER SHEAR AND PRESSURE LOAD[J]. Industrial Construction, 2011, 41(8): 105-109
Authors:Zheng Yue  Zhao Wei
Affiliation:1.Department of Civil Engineering,Zhejiang University City College,Hangzhou 310015,China; 2.Department of Road and Bridge,Zhejiang Institute of Communication,Hangzhou 311112,China)
Abstract:The steel plate shear wall is studied with shear load considered only,which isn't accord with the engineering practice.To evaluate the elastic buckling strength of steel plate shear wall bearing shear and vertical load accurately,a finite element analysis is carried out to investigate the elastic buckling of steel plate shear wall with simply surpport on four sides,fix surpport on two vertical sides and simply surport on others and fix support on four sides under shear and pressure.Based on FEA data,the interaction equations of shear combined with vertical compression are revised.Comparisons of the calculation results with those of FEA show that the revised equations have good accuracy and can be applied to design steel plate shear wall.
Keywords:steel plate shear wall  elastic buckling  shear combined with vertical compression  finite element method
本文献已被 CNKI 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号