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《Earthquake Engineering and Engineering Vibration》 2006-01
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Experiment study on seismic behavior of RC coupled short-pier shear wall with concealed bracings

Cao Wanlin~(1),Zhang Jianwei~(1,2),Chang Weihua~(1),Huang Xuanming~(1),Zhao Chang-jun~(1)(1.Beijing University of Technology,Beijing 100022,China;2.Hebei Polytechnic University,Tangshan 063009,China)  
RC short-pier shear wall structure is a new type of mid-rise residential structure system.It has been applied in many buildings.Because its seismic performance is worse,improving its seismic performance becomes a problem,which attracts the attention of engineers.In this paper,the short-pier shear wall with concealed bracings is proposed,and contrastive seismic performance experiment study is carried out.In this study,four 1/3 scale coupled short-pier shear wall specimens are designed,two of which are general coupled short-pier shear wall,and the others are coupled short-pier shear wall with concealed bracings.The bearing capacity,stiffness,ductility,energy dissipation and failure phenomena of shear wall with concealed bracings are systematically analyzed.Based on the experiment research,the mechanical models for calculating bearing capacity of the short-pier shear wall with concealed bracings are established,and the calculated results well agree with the measured ones.The experiments show that the seismic performance of short-pier shear wall with concealed bracings is greatly improved.
【Fund】: 北京市自然科学基金项目(8032005);; 国家自然科学基金项目(50378005);; 北京市教委基金项目(KM200410005017)
【CateGory Index】: TU398.2
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