摘要
通过两个模型的试验研究，分析了有边框带双层暗支撑剪力墙的抗震性能，建立了力学 模型，计算结果与实测值符合较好。
In this paper, based on tests of two models of the R.C. shear wall, the aseismatic property of the R.C.shear wall with rim and two-storied concealed bracing is studied. And its mehnanical model is made. The calculations agree well with experimental results.
出处
《世界地震工程》
CSCD
2000年第4期82-86,共5页
World Earthquake Engineering
基金
北京市教委资助项目!(99040101)
河北省科委计划项目!(99276767)
关键词
钢筋混凝土
剪力墙
双层暗支撑
抗震试验
承载力
刚度
reinforced concrete
shear wall
two-storied concealed bracing
aseismatic experiment
