带边框柱剪力墙模型抗震性能试验研究  

Study on seismic behavior of R.C. shear wall with frame column

作　　者：赵祥[1] 王社良[1] 刘瑞杰[2] 苗晓瑜[3] 

机构地区：[1]西安建筑科技大学土木工程学院,陕西西安710055 [2]西安建筑科技大学粉体工程研究所,陕西西安710055 [3]长安大学土木工程学院,陕西西安710064

出　　处：《西安建筑科技大学学报（自然科学版）》2004年第3期275-279,共5页Journal of Xi'an University of Architecture & Technology(Natural Science Edition)

基　　金：国家自然科学基金 ( 5 0 2 780 77);国家电力总公司科研基金 ( 60 -Y2 0 0 2 -0 3-T0 1A)资助项目

摘　　要：对于 1 /1 5缩尺比例的两个配筋方式不同的带边框柱剪力墙模型在低周反复水平荷载作用下进行了试验研究 ,分析了墙体边框柱与墙体的共同工作性能 ,对比研究了带边框柱的中高剪力墙受力特点、破坏和耗能机理 ,并从承载力、刚度、延性、恢复力特性、耗能能力等方面综合评价了其抗震性能 .研究结果表明 。Based on the experimental study of two 1/15 scale shear wall model structures with R.C. frame column under low frequency cyclic and reversed lateral loads, the interacting behavior of the R.C. frame column and the shear wall is studied, the failure mechanism and energy dissipation mechanism of moderate and tall shear wall with R.C. frame column are compared,and the seismic behavior is evaluated by the comparison of strength, stiffness, ductility, restoring force characteristics as well as energy consumption ability. The experimental results show that the earthquake resistant behavior of some structure is satisfactory.

关 键 词：带边框柱剪力墙结构 破坏机理 缩尺比例 伪静力试验 抗震耗能性能 

分 类 号：TU352.11[建筑科学—结构工程]