钢骨高强混凝土柱受力性能的试验研究  

The experimental study on the bearing performance of steel reinforced high strength concrete(SRHC) columns

作　　者：李斌[1] 闻洋[1] 李云云[1] 

机构地区：[1]内蒙古科技大学土木与建筑工程学院,内蒙古包头014010

出　　处：《包头钢铁学院学报》2006年第2期197-199,共3页Journal of Baotou University of Iron and Steel Technology

基　　金：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)

摘　　要：通过对6根钢骨高强混凝土柱在低周反复水平荷载下的试验研究,分析了含钢率、配箍率、轴压比以及钢骨形式等因素对钢骨高强混凝土柱受力性能及抗震性能的影响,其中轴压比与钢骨形式的影响最为敏感,决定着该种构件的受力特性,分析所得的结论可为相关研究提供试验及理论分析依据.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.

关 键 词：钢骨高强混凝土 柱 轴压比 配箍率 钢骨形式 

分 类 号：TU375.3[建筑科学—结构工程] TU392.1