钢筋混凝土异型剪力墙高层结构抗震性能试验及理论分析研究  

Experimental and theoretical studies on concrete structures with special-shaped shear walls

作　　者：刘建新[1] 沈杰[1] 朱美春[1] 

机构地区：[1]上海师范大学建筑工程学院,上海201418

出　　处：《上海师范大学学报（自然科学版）》2014年第3期315-318,共4页Journal of Shanghai Normal University(Natural Sciences)

基　　金：国家自然科学基金项目(50078008);上海师范大学重点学科(DZL127);上海师范大学实验室示范教学项目(JWP804-DCL200804)

摘　　要：在结构概念设计和错列剪力墙结构的基础上,提出一种新型钢筋混凝土异型剪力墙高层结构,制作了异型剪力墙试验模型,用MTS电液伺服系统对模型进行了低周反复加载抗震试验;考虑混凝土结构的非线性,对这种新型异型剪力墙进行了有限元分析,并与试验结果进行了比较研究;计算与试验结果符合较好,表明这新型异型剪力墙建筑结构同时具有建筑功能好、使用空间大、整体抗侧刚度大、延性保持良好、抗震安全度高等优点,是一种结构性能、建筑性能、经济技术优良的新型剪力墙结构.On the basis of concept design and staggered shear panels structure, this paper puts forward a new reinforced concrete high rise biuding structure with special-shaped shear walls and presents an experimental study of the seismic performance of the new special-shaped shear walls structure under low reversed cyclic loading using MTS electro hydraulic servo system. Compared with experimental results,a finite element analysis on this special-shaped shear wall structure, which considers the nonlinearity of concrete structure, is found suitable. It shows that the experimental results fairly confirms to the calculated values, which indicates that this new structure has advantages as good architecture function, big effective space, high overall lateral stiffness, fine ductility, advanced seismic behavior, etc.. That is, the close r agreement between the theoretical and experimental results indicates the pro- posed shear wall structure has wide applications.

关 键 词：异型剪力墙结构 剪力墙模型 低周反复抗震试验 有限元方法 

分 类 号：TU352[建筑科学—结构工程]