NUMERICAL ANALYSIS OF HYSTERETIC PERFORMANCE OF DOUBLE-STEEL-LAYER-CONCRETE COMPOSITE SHEAR WALL

被引：0
|
作者：
Li, Jian [1 ]
Zhang, Chunwei [1 ]
Zhu, Limeng [1 ]
Jiang, Shan [1 ]
机构：
[1] Qingdao Univ Technol, Sch Civil Engn, Qingdao 266033, Peoples R China
来源：
Fundamental Research in Structural Engineering: Retrospective and Prospective, Vols 1 and 2 | 2016年
关键词：
double-steel-layer-concrete composite shear wall; hysteretic behavior; finite element model; loading capacity; BEHAVIOR;
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 summarized the current research status of double-steel-layer-concrete composite shear walls. Based on experimental study of double-steel-layer-concrete composite shear wall, the (mite element model with initial imperfections has been established. Compared with the experimental results, it is found that the first order buckling mode is suitable for the FEM model of initial imperfection and the amplitude of the mode is H/1000. Because of not fully taking into account the crushing of concrete and other factors, the results are not accurate enough to calculate the bearing capacity of the specimens in damage stage.
引用
收藏
页码：679 / 683
页数：5
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