【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 ,提出了其轴压比和轴压力限值系数的建议值更多还原

【Abstract】 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.更多还原