ANALYSIS OF BEARING CAPACITY OF GROUTED CONCRETE MASONRY SHEAR WALL WITH STEEL FRAME

摘要：

This paper analyzed the mechanical behavior of the grouted concrete masonry shear wall with steel frame. The formula of normal cross section bending resistance bearing capacity based on the assumption of plane deformation of the cross section,and the formula of oblique section shear bearing capacity according to its composition and deformation were suggested. All these results in this paper can establish a theoretical basis for the further research on seismic performance of this composite wall.

关键词： Normal cross section Oblique section Bearing capacity Stiffness

作者: San-Sheng Dong Jin-Cheng Wang Yu-Fen Zhang

作者单位: School of Civil Engineering,Changan University,Xian 710061,P.R. China China United Northwest Institute for Engineering Design and Research,Xian 710082,P.R.China

会议类型: 国际会议

会议名称: The Eleventh International Symposium on Structural Engineering(第十一届结构工程国际研讨会)

会议地点: 广州

会议语种:英文

页码: 215-219

在线出版日期: 2010-12-01（万方平台首次上网日期，不代表论文的发表时间）