摘要
通过对５个１：８缩尺比例的钢骨高强混凝土（＞Ｃ７５）柱的伪静力试验，研究了在不同轴压力和配箍率条件下的破坏形态、承载力、延性与耗能能力，并经理论分析提出了钢骨高强混凝土柱的怕压比与轴力比限值。
The tests of five steel reinforced high strength concrete (＞ C75) columns (reduced scale is 1: 8) under the cyclic reversed loading have been carried out, which vary in the magnitude of axial force and band content. The aseismatic behaviors are compared with emphasis on failure pattern, beaing capacity, ductility and energy dissipation capacity. Limited values of axial compression ratio and axial force ratio of this kind of column are proposed in terms of experimental results and theoretical analysis.
出处
《建筑结构》
CSCD
北大核心
1999年第7期10-13,共4页
Building Structure
基金
上海市建设技术发展基金
关键词
钢骨高强混凝土
柱
轴压比
轴力比
steel reinforced high strength concrete column
axial compression ratio
axial force ratio
