Shear-resistant behavior of light composite shear wall  

作　　者：李升才 董毓利 

机构地区：[1]School of Civil Engineering,Huaqiao University

出　　处：《Journal of Central South University》2015年第7期2768-2775,共8页中南大学学报（英文版）

基　　金：Project(50948036)supported by the National Natural Science Foundation of China;Project(2012H0028)supported by Key Scientific and Technological Planning Project of Fujian Province,China;Projects(2013J01192,2013J01196)supported by Natural Science Foundation Planning Project of Fujian Province,China;Project(2013Z37)supported by Key Scientific and Technological Planning Project of Quanzhou City,China;Project(2014KJTD05)supported by Program for Scientific and Technological Innovation Team and Leading Talent of Huaqiao University,China

摘　　要：Shear test results for a composite wall panel in a light composite structure system are compared with test results for shear walls in Japan.The analysis results show that this kind of composite wall panel works very well,and can be regarded as a solid panel.The composite wall panel with a hidden frame is essential for bringing its effect on shear resistance into full play.Comprehensive analysis of the shear-resistant behavior of the composite wall panel suggests that the shear of the composite shear wall panel can be controlled by the cracking strength of the web shearing diagonal crack.Shear test results for a composite wall panel in a light composite structure system are compared with test results for shear walls in Japan.The analysis results show that this kind of composite wall panel works very well,and can be regarded as a solid panel.The composite wall panel with a hidden frame is essential for bringing its effect on shear resistance into full play.Comprehensive analysis of the shear-resistant behavior of the composite wall panel suggests that the shear of the composite shear wall panel can be controlled by the cracking strength of the web shearing diagonal crack.

关 键 词：composite shear wall shear test hidden frame shear design cracking strength shearing diagonal crack 

分 类 号：O346.1[理学—固体力学]