配筋混凝土砌块砌体剪力墙位移延性的数值分析  

Numerical analysis of displacement ductility of reinforced concrete block masonry shear walls

作　　者：李明[1,2] 汪梦甫[1] 

机构地区：[1]湖南大学土木工程学院,湖南长沙414001 [2]湖南理工学院土木建筑工程系,湖南岳阳414000

出　　处：《四川建筑科学研究》2009年第4期68-70,共3页Sichuan Building Science

摘　　要：针对设计规范计算方法的不足,探讨了数值计算方法在配筋混凝土砌块砌体剪力墙位移延性计算中的应用问题,给出了详细的计算步骤,并编写程序进行了配筋混凝土砌块砌体剪力墙位移延性系数计算。研究结果表明,采用数值计算方法,能较好地解决配筋混凝土砌块砌体剪力墙延性简化计算存在的问题,其适应性更强,便于工程应用。In order to overcome defeats of calculation method of design specification, this paper discussed the application of numerical analysis method in calculation of displacement ductility of reinforced concrete block masonry shear walls, the detailed calculation procedures are presented and computer programs are produced to calculate the displacement ductility ratio of reinforced concrete block masonry shear walls. The research results have proved that numerical analysis method can effectively dissolve the existing problems of simplified calculation ,it is of stronger adaptability and facilitates engineering application.

关 键 词：配筋混凝土砌块砌体 剪力墙 位移延性 数值分析 

分 类 号：TU365[建筑科学—结构工程]