贾金青^1,2  姜丽君³  赵国藩¹
  （1 大连理工大学 116024； 2 清华大学土木工程系 北京 100084； 3 大连开发区工程建设监理公司 116600）   

[提要]  通过14根剪跨比A为2.0的试件在反复荷载作用下延性的试验研究，研究了钢骨高强混凝土短柱的破坏形态；分析了配箍率对钢骨高强混凝土短柱位移延性的影响，得出了延性和配箍率间的相关曲线；分析了配箍率对钢骨高强混凝土短柱轴压力系数的影响，得出了满足一定延性要求的对应于不同体积配箍率的钢骨高强混凝土短柱的轴压力系数限值。
[关键词]  钢骨高强混凝土  短柱  配箍率  延性

Through 14 test-pieces under axial load and repeatedly horizontal load test, the displacement ductility and failure characteristics of steel reinforced high-strength concrete( SRHC) short columns are studied. The influences of stirrup ratio on displacement ductility and the limited values of axial compression ratio of the SRHC, short columns are also analyzed. The interrelated curves between ductility and stirrup ratio are obtained. The limited values of axial compression ratio of the columns are suggested, corresponding different stirrup ratios at a certain level of ductility.
Keywords: steel reinforced high-strength concrete; short columns; stirrup ratio; ductility