摘要
提出了钢筋混凝土带暗支撑剪力墙。进行了５个剪力墙板模型抗震性能试验，重点分析了暗支撑的型式及其合理的设计参数。提出了供抗震设计参考的建议。
In this paper, R.C. shear walls with concealed bracings are studied. Based on the experimental results of aseismic property of 5 models, the reasonable form and parameters in design of concealed bracings are mainly analyzed. The suggestions for aseismic design are proposed.
出处
《地震工程与工程振动》
CSCD
北大核心
2000年第4期73-79,共7页
Earthquake Engineering and Engineering Dynamics
基金
国家自然科学基金!(59978003)
北京市科技攻关!(9543003)
北京市科干局资助!(99040101)
