大庆石油学院学报2001，Vol.25Issue(2)：98-99,2.
方钢管混凝土偏心受压构件承载力计算
Load capacity analysis of concrete-filled square steel tubular members under eccentric compression
张文福 1赵文艳 1李文 1詹界东 1李文刚1
作者信息
摘要
Abstract
In this paper, load capacity analysis of CFST members which are composed of two kinds of materials (square steel tube and core concrete) is carried out using the sample numerical method in terms of the constitutive law of steel and core concrete. Finally, some numerical examples as well as verifications are presented.关键词
方钢管混凝土/偏心受压构件/承载力分类
建筑与水利引用本文复制引用
张文福,赵文艳,李文,詹界东,李文刚..方钢管混凝土偏心受压构件承载力计算[J].大庆石油学院学报,2001,25(2):98-99,2.
