摘要
本文通过１８根钢筋混凝土框架短柱在周期反复荷载作用下的试验，研究了配箍率、配箍型式轴及向压力对钢筋混凝土框架短柱抗震性能的影响，并提出了相应的计算公式．
This is a study which investigate the seismic behaviour in reinforced concreteframed short columns subjected to repeated and cyclic loading considering stirrup contents,stirrup forms amd axial load,with a calculation method presented.
关键词
钢筋混凝土
框架短柱
钢筋混凝土结构
抗震性能
reinforced concrete framed short column
seismic behaviour
stirrup contents
stirrup forms
axial load.
