带边框柱剪力墙模型结构抗震性能试验研究  

EXPERIMENTAL STUDY ON EARTHQUAKE BEHAVIOR OF SHEAR WALL MODEL STRUCTURE WITH R.C. FRAME COLUMN

作　　者：王社良[1] 赵祥[1] 申兆武[1] 苗晓瑜[2] 

机构地区：[1]西安建筑科技大学,西安710055 [2]长安大学,西安710064

出　　处：《工业建筑》2005年第1期33-36,共4页Industrial Construction

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 15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 ,带边框柱剪力墙结构具有良好的抗震性能。Based on the experiment study of two 1/15 scale shear wall model struc tures with R.C. frame column under low frequency cyclic and reversed lateral lo ads, the interacting behavior of the R.C. frame column and the shear wall is st udied, the failure mechanism and energy dissipation mechanism of moderate and ta ll shear wall with R.C. frame column are compared, and the Earthquake Resistant behavior is evaluated by the comparison of bearing capacity, stiffness, ductili ty, rest oring force characteristics as well as energy consumption ability. It was showed by the experimental results that the earthquake resistant behavior of some stru cture is satisfactory.

关 键 词：剪力墙结构 抗震性能 低周反复 耗能能力 共同工作 水平荷载作用 墙体 边框 中高 复水 

分 类 号：TU398.2[建筑科学—结构工程]