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带暗支撑剪力墙中暗支撑型式及其合理设计研究
引用本文:曹万林,庞国新,董宏英,刘春燕,卢立炜.带暗支撑剪力墙中暗支撑型式及其合理设计研究[J].地震工程与工程振动,2000,20(4):73-79.
作者姓名:曹万林  庞国新  董宏英  刘春燕  卢立炜
作者单位:1. 北京工业大学,北京 100022
2. 廊坊市建筑设计院,廊坊 065000
基金项目: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)
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,重点分布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。

关 键 词:钢筋混凝土  剪力墙  暗支撑  抗震设计  抗震性能  承载力  刚度  滞回曲线
文章编号:1000-1301(2000)04-0073-07

Studies of form and reasonable design of concealed bracings in R.C. shear walls
CAO Wan-lin,PANG Guo-xin,DONG Hong-ying,LIU Chun-yan,LU Li-wei.Studies of form and reasonable design of concealed bracings in R.C. shear walls[J].Earthquake Engineering and Engineering Vibration,2000,20(4):73-79.
Authors:CAO Wan-lin  PANG Guo-xin  DONG Hong-ying  LIU Chun-yan  LU Li-wei
Abstract: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.
Keywords:reinforced concrete  shear wall  concealed bracings  aseismic design
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