摘要
本文对钢管混凝土柱的形式、影响钢管混凝土柱承载力的因素行了分析,简要介绍钢管混凝土柱承载力计算公式的四种理论,并对各国规范计算轴心受压柱公式进行验证比较,结果表明各国规范尽管公式在形式上有所区别,但考虑因素都大同小异,计算结果偏差不大。
The article analyzes different types of concrete-filled steel tubular columns and factors that influence the load carrying capacity of concrete-filled steel tubular columns.It also introduces four computational theories for columns and compares the designing codes in different countries,the results shows that although there are differences among these codes,the factors of these code concerning have little difference,and the computational results also have little difference.
出处
《低温建筑技术》
2011年第3期59-61,共3页
Low Temperature Architecture Technology
关键词
钢管混凝土柱
受压承载力
concrete-filled steel tubular columns
compressive load carrying capacity
