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区域约束混凝土对短柱轴压比限值的影响
引用本文:曹鹏程.区域约束混凝土对短柱轴压比限值的影响[J].山西建筑,2008,34(29).
作者姓名:曹鹏程
作者单位:重庆文理学院,重庆,402160
摘    要:在试验的基础上对钢筋混凝土短柱轴压比限值作了初步研究,并通过理论推导与试验结果的对比,证明采用区域约束混凝土能明显改善短柱抗震性能和提高轴压比值.

关 键 词:区域约束混凝土  钢筋混凝土短柱  轴压比

The influence of region controlling concrete to short pillar axle pressure ratio limit value
CAO Peng-cheng.The influence of region controlling concrete to short pillar axle pressure ratio limit value[J].Shanxi Architecture,2008,34(29).
Authors:CAO Peng-cheng
Affiliation:CAO Peng-cheng
Abstract:On the basis of experiment it initially studies steel bar concrete short pillar axle pressure ratio limit value,and according to compare with theory infer and experimental result,it proves that adopting region controlling concrete can clearly improve anti-shake function of short pillar and enhance axle pressure ratio value.
Keywords:region controlling concrete  steel bar concrete short pillar  axle pressure ratio
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