钢筋混凝土空心剪力墙与同体积实心钢筋混凝土剪力墙的抗震分析  

Anti-seismic Analysis of Steel Reinforced Concrete Hollow Shear Wall and the Same Volume Solid Shear Wall

作　　者：张庆[1] 郭远东 

机构地区：[1]吉林建筑工程学院土木工程学院,吉林长春130000 [2]吉林省新发建设开发中心,吉林长春130000

出　　处：《通化师范学院学报》2012年第6期16-17,共2页Journal of Tonghua Normal University

摘　　要：利用ANSYS结构分析软件对钢筋混凝土空心剪力墙与同体积普通钢筋混凝土剪力墙进行抗震分析,建立钢筋混凝土空心剪力墙和同体积的实心钢筋混凝土剪力墙简易模型进行时程分析,得到钢筋混凝土空心剪力墙和同体积实心钢筋混凝土剪力墙的顶点位移和层间位移,进行比较之后,得知钢筋混凝土空心剪力墙的位移要小于同体积实心钢筋混凝土剪力墙.Anti - seismic analysis of the steel reinforced concrete hollow shear wall and the same volume solid shear wall was done by using the structural analysis software ANSYS. The time - history analysis was carried on by establishing the simple model of the steel reinforced concrete hollow shear wall and the same volume solid shear wall, the conclusion showed that the displacement of the hollow shear wall is much smaller than that of the same volume solid shear wall.

关 键 词：钢筋混凝土空心剪力墙 时程分析法 地震波 

分 类 号：O39[理学—工程力学] TB12[理学—力学]