建筑结构学报2012，Vol.33Issue(7)：147-155,9.
钢筋混凝土水平拼接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 level splice
摘要
Abstract
Quasi-static tests on three reinforced concrete composite shear walls with level splice and one reinforced concrete composite shear wall without level splice under cyclic loading were reported. Quasi-static test on one reinforced concrete shear wall under cyclic loading was reported too. The deformation properties and failure mode were discussed. The bearing capacity, hysteretic loops, skeleton curves, ductility and energy-dissipation were analyzed. Test results indicate that the mechanical behavior of the reinforced concrete composite shear walls with level splice and the reinforced concrete composite shear wall without level splice is the same as that of the reinforced concrete shear wall. The study shows that the reinforced concrete composite shear walls with level splice have good seismic behavior. The detailing requirements of the level splice are reasonable, and the load-carrying capacity of the reinforced concrete composite shear walls with level splice is greater than that of the reinforced concrete composite shear wall without level splice. The prefabricated parts and the east-in-situ concrete parts of the reinforced concrete composite shear walls can work together very well under loading.关键词
钢筋混凝土剪力墙/叠合/水平拼接/拟静力试验/抗震性能Key words
reinforced concrete shear wall/composite/level splice/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,魏威,叶燕华..钢筋混凝土水平拼接叠合剪力墙抗震性能试验研究[J].建筑结构学报,2012,33(7):147-155,9.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）. （）
