摘要
通过 19根剪跨比为 1 5的试件对钢骨高强混凝土 (SRHC)短柱的位移延性进行了试验研究 ,分析了钢骨高强混凝土短柱的破坏形态和配箍率对钢骨高强混凝土 (SRHC)短柱位移延性及轴压力系数限值的影响 ,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 (SRHC)短柱的轴压力系数限值。
The experimental study on displacement ductility are carried out through 19 steel reinforced high\|strength concrete (SRHC) short columns.The failure characters of SRHC short columns are also analyzed.The influences of stirrup ratio on displacement ductility of SRHC short columns is analyzed,The interrelated curves between ductility and stirrup ratio are obtained;The influences of stirrup ratio on limited values of axial compression ratio of SRHC short columns is also analyzed,and the limited values of axial compression ratio of SRHC short columns,which are corresponding to different stirrup ratios and satisfy a certain requirement of ductility,are reached.
出处
《工业建筑》
CSCD
北大核心
2002年第9期21-23,共3页
Industrial Construction
基金
沈阳市建委资助项目
关键词
配箍率
SRHC
钢骨高强混凝土
短柱
轴压力系数限值
位移延性
steel reinforced high\|strength concrete\ short columns\ limited values of axial compression ratio\ displacement ductility
