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《Journal of Building Structures》 2007-05
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Experimental study on performance-based seismic design of high performance concrete shear wall

LIANG Xingwen,DENG Mingke,ZHANG Xinghu,TIAN Shifeng (School of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an 710055,China)  
The high performance concrete shear wall is characterized by high horizontal bearing capacity and lower deformability.In order to improve the deformability of the members,four specimens of high performance concrete shear wall with several high strength rings like a chain along boundary element in the potential plastic region were designed and the quasi-static tests were carried out according to performance-based seismic design theory.Through the analysis of tests,the mean value and distribution of the story drift ratio for three performance levels,namely are serviceability,life-safety and collapse protection,are presented.The influence of the axial load ratio,the amount and range of confinement reinforcement on the ductility,the capacity of energy dissipation and failure pattern were analyzed.The study shows that the story drift ratio,which is close correlative with the damage levels of members,can be used as the performance indexes of the members.In addition,the amount and range of the several rings along boundary element determined by the axial load ratio and displacement ductility demand were demonstrated to be valid,and the ductility level of the high performance concrete shear wall met the demands of design.
【Fund】: 国家自然科学基金资助项目(50678146)
【CateGory Index】: TU398.2
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