摘要
介绍了计算钢管混凝土柱轴心受压的五种理论及计算公式,并对各公式的计算进行验证比较。结果表明,各计算公式在形式上有所区别,但考虑因素都大同小异,计算结果与实验值比较吻合。
The article introduces five computational theories and formulas for concrete-filled tubular steel columns, and compares the results of different formula. The results shows that there are differences among these formulas, but the factors of these formulas only have little difference, and the results show good agreement with experimental data.
出处
《工程建设与设计》
2012年第3期65-66,68,共3页
Construction & Design for Engineering
关键词
钢管混凝土柱
受压承载力
极限承载力
对比
] concrete-filled steel tubular columns
compressive load carrying capacity
ultimate loading capacity
compare
