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《Sichuan Building Science》 2013-04
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Experimental study on seismic performance of assembly frame column with steel plate hoop-welding bolt reinforcement connection

LI Qingning,YAN Zhiyong,JIANG Weishan(Xi'an University of Architecture and Technology,Xi'an 710055,China)  
Seismic performance such as cracking form,hysteresis characteristic,ductility,energy dissipation,bearing capacity and stiffness degradation trend were separately discussed by 4 full size frame column in the condition of different axial compressive under low cyclic loading test.Experiments show that: in the same size and reinforcement case,the bearing capacity of assembling steel plate hoop-welding bolt reinforcement frame column was slightly higher than the whole concrete frame column,but slightly worse in ductility,other seismic performances was quiet.It was proved that the connection mode of steel plate hoop-welding bolt reinforcement was safe and reliable.
【Fund】: 西安建筑科技大学重大科技项目创新基金(ZX0901);; 陕西省重点学科建设专项资金资助项目(E01004)
【CateGory Index】: TU375.4
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【Citations】
Chinese Journal Full-text Database 2 Hits
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【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 LIU Haitao1,YAO Qianfeng1,LIU Bingkang2,WANG Xunliu3(1.School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China;2.School of Civil Engineering,Hefei University and Technology,Hefei 230009,China;3.Structure Evaluation and Strengthening Div.,China Electronics Engineering Design Institute,Beijing 100840,China);Numerical Simulation of the Hysteresis Behaviors of Precast Prestressed Concrete Beam-Column Connections Under Cyclic Loads[J];Journal of Beijing Jiaotong University;2010-04
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