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《Journal of Earthquake Engineering and Engineering Vibration》 2008-01
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Seismic behavior research on composite shear wall with concrete filled steel tube columns in high axial-load ratio

CAO Wanlin1,2,WANG Min1,2,WANG Shaohe3,ZHANG Jianwei1,ZENG Bin1(1.The College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China;2.Key Lab of Urban Security and Disaster Engineering,MOE,Beijing 100022,China;3.The Institute of Residential Architecture Design of Guangzhou,Beijing 100022,China)  
Composite shear wall with concrete filled steel tube columns is a new kind of composite shear wall,which is applicable to high and super-high buildings.Axial-load ratio is one of key points to shear wall for resisting earthquake.Axial-load ratio of bottom in high building is high.Experiment studies of the seismic behavior of two 1/4 scale models in high axial-load ratio under low frequency circle load have been done.One model is traditional reinforced concrete shear wall,the other is composite shear wall with concrete filled steel tube columns.Based on the experiment,load-carrying capacity,ductility,stiffness and its degradation,hysteretic property,energy dissipation and failure phenomena of each shear wall are contrastively analyzed.The formulas of load-carrying capacity are worked out.The results obtained from the formulas and those from experiment are in good agreement.The results show that the seismic behavior of composite shear wall with concrete filled steel tube columns has been developed evidently compared with traditional reinforced concrete shear wall in high axial-load ratio.
【Fund】: 国家自然科学基金项目(50678010);; 北京市属市管高校拔尖创新人才基金项目(05004311200501);; 北京市新世纪百千万人才基金项目(35004999200602);; 北京市自然科学基金项目(8072007)
【CateGory Index】: TU398.9
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