带SRC边框低剪力墙的抗震性能试验研究  

The Experimental Investigation of Antiseismic Behavior on the SRC Framed Squat Shear Wall

作　　者：罗英[1,2] 赵世春[1,2] 

机构地区：[1]西安建筑科技大学建工系 [2]西安交通大学

出　　处：《西安公路交通大学学报》1999年第2期66-69,共4页Journal of Xi'an Highway University

基　　金：铁道部南昆线高裂度地区房屋抗震研究课题

摘　　要：根据５片带ＳＲＣ边框、１片带ＲＣ边框低剪力墙试件在恒定竖向荷载和低周反复水平荷载下的试验，对带ＳＲＣ边框低剪力墙的抗震性能进行了初步研究。探讨了带ＳＲＣ边框低剪力墙的破坏形态、变形能力、耗能性能，提出了其抗剪承载力的计算公式。Based on the experiment of 5 SRC framed squat shear wall specimens and 1 RC framed squat shear wall specimen under constant vertical load and low frequency reversed cyclic horizontal load, the seismic behavior, including failure characteristics, shear strength, deformation characteristics, energy dissipation capacity etc., of SRC framed squat shear wall is investigated. A formula for calculating shear strength of framed squat shear walls is developed. The strength values calculated by this formula are in line with the test data.

关 键 词：SRC边框 低剪力墙 抗震性能 钢筋混凝土结构 

分 类 号：TU375.03[建筑科学—结构工程] TU352.11