预制叠合板式混凝土剪力墙水平承载力实验研究  

Experimental study on horizontal carrying capacity of superimposed slab shear walls

作　　者：叶献国[1] 张丽军[1] 王德才[1] 蒋庆[1] 

机构地区：[1]合肥工业大学土木与水利工程学院,安徽合肥230009

出　　处：《合肥工业大学学报（自然科学版）》2009年第8期1215-1218,共4页Journal of Hefei University of Technology：Natural Science

基　　金：建设部科学技术项目计划资助项目(2008-K3-2)

摘　　要：文章通过普通钢筋混凝土剪力墙和预制叠合板式混凝土剪力墙的荷载试验,对剪力墙的承载力、变形特征及耗能能力进行比较,试验结果表明,对于预制叠合板式混凝土剪力墙,叠合面仍有足够的抗剪强度,能够保证叠合板的整体工作性能;预制叠合板式混凝土剪力墙替代现浇钢筋混凝土剪力墙是可行的。Based on the loading tests of the common RC shear wall and superimposed slab shear wall, the carrying capacity, deformation behavior, and the property of energy absorption of the shear wails are analyzed. The test results show that the superimposed interface of the superimposed slab shear wall still has sufficient shear strength, which can guarantee the integral working performance of the superimposed slab. It is possible to replace the RC shear wall with the superimposed slab shear wall.

关 键 词：叠合剪力墙 承载能力 变形特征 延性 

分 类 号：TU375.2[建筑科学—结构工程]