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

被引：0
|
作者：
Jong, San-Sheng [1 ]
Wang, Jin-Cheng
Zhang, Yu-Fen [1 ]
机构：
[1] Changan Univ, Sch Civil Engn, Xian 710061, Peoples R China
来源：
PROCEEDINGS OF THE ELEVENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOL I AND II | 2010年
关键词：
Normal cross section; Oblique section; Bearing capacity; Stiffness;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
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.
引用
收藏
页码：215 / 219
页数：5
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