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钢筋混凝土带暗支撑中高剪力墙抗震性能试验研究
引用本文:曹万林,张建伟,田宝发,宋文勇,王红城.钢筋混凝土带暗支撑中高剪力墙抗震性能试验研究[J].建筑结构学报,2002,23(6):26-32.
作者姓名:曹万林  张建伟  田宝发  宋文勇  王红城
作者单位:北京工业大学建筑工程学院,北京工业大学建筑工程学院,沧州市建筑设计研究院,沧州市建筑设计研究院,沧州市建筑设计研究院 北京100022 ,北京100022 河北理工学院土木工程系,河北唐山063009 ,河北沧州061001 ,河北沧州061001 ,河北沧州061001
基金项目:国家自然科学基金(59978003),教育部骨干教师基金(M04010001),北京市朝阳区科委基金(QK000210)资助项目。
摘    要:本文通过1/3缩尺的3个钢筋混凝土带暗支撑中高剪力墙和1个普通中高剪力墙模型的抗震性能试验研究,探讨了不同暗支撑设计型式对剪力墙的承载力、刚度及其衰减过程、延性、耗能、滞回特性及破坏机制的影响,并与相应普通剪力墙的性能进行了比较,建立了承载力分析的模型与计算方法,计算结果与实测值符合较好。加设暗支撑可明显改善中高剪力墙的抗震性能。

关 键 词:暗支撑  钢筋混凝土  抗震性能  中高剪力墙  
文章编号:1000-6869(2002)06-0026-07
收稿时间:2002-12-05
修稿时间:2001年7月1日

Experimental Study on Seismic Behavior of Mid rise RC Shear Wallwith Concealed Bracings
CAO Wanlin,ZHANG Jianwei,TIAN Baofa,SONG Wenyong,WANG Hongcheng.Experimental Study on Seismic Behavior of Mid rise RC Shear Wallwith Concealed Bracings[J].Journal of Building Structures,2002,23(6):26-32.
Authors:CAO Wanlin  ZHANG Jianwei  TIAN Baofa  SONG Wenyong  WANG Hongcheng
Affiliation:CAO Wanlin,ZHANG Jianwei,TIAN Baofa,SONG Wenyong,WANG Hongcheng(. Beijing Polytechnic University,Beijing,China,. Hebei Institute of Technology,Tangshan,China,. Cangzhou Institute of Architectural Design and Research,Cangzhou,China)
Abstract:Based upon the experimental study on the seismic behavior of three 1/3 scale mid rise shear walls with concealed bracings and a usual one, the effects of different types of concealed bracings on the bearing capacity, stiffness and its attenuation, ductility, energy dissipation, hysteresis property and failure phenomena of shear wall are discussed. In this paper, the seismic behavior of the shear wall with concealed bracings are also compared with that of the usual shear wall. The mechanical models and the formulas of bearing capacity are established. The results obtained from the formulas and those from experiment are in good agreement. The experiment show that concealed bracings are able to improve greatly the seismic behavior of mid rise shear wall.
Keywords:reinforced concrete  mid  rise shear wall  concealed bracing  seismic behavior  
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