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《Journal of Baotou University of Iron and Steel Technology》 2006-02
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The experimental study on the bearing performance of steel reinforced high strength concrete(SRHC) columns

LI Bing,WENG Xiang,Li Yun-yun(Architecture and Civil Engineering School,Inner Mongolia University of Science and Technoogy,Baotou 014010,China)  
The influence of axial compression ratio,stirrup ratio and steel reinforced form on seismic ductility of SRHC columns was analyzed by means of 6 steel reinforced high-strength concrete(SRHC) columns under repeated horizontal load test.The result shows that the influence of axial compression ratio and steel reinforced form are the most important ones in all factors which decide the structure mechanical characteristics.Analysis conclusion can be made use of to provide theoretical references for the experiments and the related academic researches in the future.
【Fund】: 内蒙古自然科学基金资助项目(200208012);; 包头科技攻关项目(2003b003);; 陕西教育厅重点实验室访问学者专项资助项目(03JF07)
【CateGory Index】: TU398.9
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