摘要
提出了H型钢部分包裹混凝土组合柱在低周反复荷载作用下的试验研究.设计了以轴压比、含钢率、剪跨比等为主要参数的5个试件,通过试验揭示了在轴压比、含钢率、剪跨比参数变化的情况下H型钢部分包裹混凝土组合柱的滞回曲线、破坏特点及抗震性能.
An investigation of the quasi-static test of five H steel partially encased composite short column specimens was reported. The parameters include axial compression force ratio, steel ratio and depth-to-width ratio. The hysteretic curve, seismic behaviors, failure mechanism and characteristics were researched based on the experimental results.
出处
《内蒙古科技大学学报》
CAS
2008年第4期351-354,共4页
Journal of Inner Mongolia University of Science and Technology
关键词
轴压比
含钢率
抗震性能
axial compression force ratio
steel ratio
seismic behavior
