摘要
根据截面核心用钢管混凝土增强的高强混凝土柱的抗震性能试验结果 ,从确保满足抗震所需要的位移延性这一条件出发 。
According to the test results of earthquake resistant behavior experiments of high strength concrete columns reinforced with concrete filled steel tube, the limited values of axial compression ratio and limited values of axial pressure for such columns are proposed based on the condition of displacement ductility needed for earthquake resistance.
出处
《工业建筑》
CSCD
北大核心
2002年第4期55-57,共3页
Industrial Construction
基金
高等学校博士学科点专项基金项目 (编号 :980 14 12 4)
关键词
高强混凝土
钢管混凝土
柱
轴压比
轴压力限值
high strength concrete concrete filled steel tube column axial compression ratio limited value of axial pressure
