黑龙江科技学院学报Issue(2)：195-198,4.
钢板剪力墙的极限抗剪承载力
Ultimate shear bearing analysis of steel plate shear walls
摘要
Abstract
Steel plate shear walls consist of surrounding steel frame and embedded steel plate. This paper is an attempt to obtain a fuller advantage of buckling strength of steel plates, a better economy, and a wider application of steel plate shear wall. The paper introduces the theoretical formula of ultimate shear capacity of steel plate shear walls, derived from the theory of tension field, and offers the load - displace- ment curse under horizontal load by using Finite Element program ANSYS, and a comparison between theoretical calculations and numerical simulation of ANSYS, The results show the error of less than 1.5% between FEM exactness of the theoretical formula. using steel plate of different thickness ratio. results and theoretical formula, verifying the关键词
钢板剪力墙/拉力场/屈曲后强度/极限抗剪承载力Key words
steel plate shear walls/tension field/post-buckling strength/ultimate shear bearing分类
建筑与水利引用本文复制引用
孟庆骞..钢板剪力墙的极限抗剪承载力[J].黑龙江科技学院学报,2012,(2):195-198,4.
