摘要
考虑构件具有千分之一杆长的初挠度，采用对偏压构件承载力的计算方法分析方钢管混凝土轴心受压构件的稳定承载力，理论分析结果和试验结果吻合良好。
Considering the members with 1‰ initial deflection to member's length,the method of calculating bearing capacity of members subjected to compression bending is used to analyze the stable bearing capacity of square concrete filled steel tubes subjected to axial compression.The analytical results agree well with those of tests satisfactorily.
出处
《工业建筑》
CSCD
北大核心
1998年第10期15-18,共4页
Industrial Construction
关键词
方钢管混凝土
轴压构件
稳定承载力
力学性能
square concrete filled steel tube axial compression stable bearing capacity
