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。
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.
出处
《山西建筑》
2008年第29期100-101,共2页
Shanxi Architecture
关键词
区域约束混凝土
钢筋混凝土短柱
轴压比
region controllingconcrete, steel bar concrete short pillar, axle pressure ratio
