摘要
在对钢管混凝土性能分析的基础上，针对三向应力状态的情况，推出了依据双剪应力理论的钢管混凝土轴向受压柱的强度公式，对结构设计有一定的参考价值。
The strength equations of the concrete filled steel tubular columns in three dimension stress state through the properties analysis of the concrete filled steel tubes are deduced. It is avail much with the construction design.
出处
《宁夏农学院学报》
2001年第4期30-33,共4页
Journal of Ningxia Agricultural College
关键词
钢管混凝土
力学性能
双剪应力
强度分析
concrete filled steel tubes mechanics properties two shear stress strength
