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《Sichuan Building Science》 2013-04
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Seismic performance experimental research on assembled monolithic reinforced concrete column with local outsourcing steel pipe under the condition of high axial compression ratio

WANG Peng1,2,LI Qingning2,JIANG Weishan2,ZHANG Xinghu2,PAN Shubin3(1.Northwest Institute for Design and Researsh,Xi'an 710082,China;2.Xi'an University of Architecture and Technology,Xi'an 710055,China;3.Hebei Hechuang Building Energy Efficiency Technology Co.,Ltd.,Tianjing 300000,China)  
In order to research the local outsourcing steel tube assembly and high strength concrete column spiral stirrups anti-seismic performance,three full scale design of the local steel tube column specimens assembly and outsourcing and a full scale of high strength steel spiral stirrups cast-in-site column specimens contrast,the pseudo-static experiment.Through the low cyclic loading test specimens of the hysteresis curve,skeleton curves,the specimens in the big axial compression ratio of the failure pattern,elastic-plastic deformation ability,analysis the integrity of the nodes connected by column and reliability.
【CateGory Index】: TU398.9;TU352.11
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【Secondary Citations】
Chinese Journal Full-text Database 1 Hits
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