建筑结构学报2012，Vol.33Issue(7)：156-163,8.
钢筋混凝土开洞叠合剪力墙抗震性能试验研究
Experimental study on seismic behavior of reinforced concrete composite shear wall with opening
摘要
Abstract
Quasi-static tests on four reinforced concrete composite shear walls with opening and two reinforced concrete shear walls with opening under cyclic loading were reported. The deformation properties, failure mode were discussed, and the bearing capacity, hysteretic loops, skeleton curves, rigidity degradation curves, ductility and energydissipation were investigated. Test results indicate that the mechanical behavior of the reinforced concrete composite shear walls with opening is the same as that of the reinforced concrete shear walls with opening. The study shows that the reinforced concrete composite shear walls with opening have good seismic behavior. The prefabricated reinforced concrete cover for the thermal insulation can provide a certain extent of load carrying capacity, and the bearing capacity of the reinforced concrete composite shear walls with opening is higher than that of the reinforced concrete shear walls with opening about 7%. The prefabricated parts and the cast-in-situ concrete parts of the reinforced concrete composite shear walls with opening can work together in coordination very well under loading.关键词
钢筋混凝土剪力墙/开洞/叠合/拟静力试验/抗震性能Key words
reinforced concrete shear wall/opening/composite/quasi-static test/seismic behavior分类
建筑与水利引用本文复制引用
王滋军,刘伟庆,叶燕华,孙仁楼,魏威..钢筋混凝土开洞叠合剪力墙抗震性能试验研究[J].建筑结构学报,2012,33(7):156-163,8.基金项目
江苏省自然科学基金项目（BK2008377）,江苏省住房和城乡建设厅科研项目（JS2009ZB04）,南京工业大学青年教师学术基金项目（39713015）,上海市建筑科学研究院（集团）有限公司上海市工程结构新技术重点实验室开放课题（2011-KF05）. （）
