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《Journal of Earthquake Engineering and Engineering Vibration》 2013-03
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Experimental study on seismic performance of high damping concrete coupled shear wall with mixed concealed bracings and coupling beams with small span-depth ratios

WANG Mengfu,SONG Xingyu,XIAO Yutong(College of Civil Engineering,Hunan University,Changsha 410082,China)  
High damping concrete coupled shear wall with mixed concealed bracings is a new type of energy dissipation shear wall.This shear wall consists of three parts: shear walls with concealed bracings,coupling beams with concealed steel plate with shear stud,and cast-in-situ high damping concrete wall limb.In this paper,experimental study and numerical simulation of seismic performance of the proposed shear wall are carried out,and also the bearing capacity,ductility,energy dissipation,failure mechanism,failure characteristics and stiffness attenuation performance of the proposed shear wall are analyzed systematically.It is shown that,compared with the existing concrete coupled shear wall with concealed bracings,the cracking load,the ultimate bearing capacity,the energy dissipation capacity and the deformation capacity of the new type of coupled shear wall have been improved to a certain extent,and the effectiveness of the innovative coupled shear wall is increased with the reduction of span depth ratios of coupling beams.
【Fund】: 国家自然科学基金项目(50978091 51278181);; 教育部博士点基金项目(20120161110022)
【CateGory Index】: TU973.16
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