摘要
本文为钢筋混凝土环形截面偏心受压构件的计算,内容有纵向钢筋的确定、已配筋截面承载力的计算.
This paper presents calculation methods for reinforced concrete eccentric compression member with ring section, its contents are determination of longitudinal steel for new design member and calculation of carrying capacity for already reinforced members.
出处
《建筑结构》
CSCD
北大核心
1997年第3期14-17,共4页
Building Structure
关键词
环形截面
偏心受压构件
计算
钢筋混凝土构件
ring section
eccentric compression member
longitudinal steel
carrying capacity
iteration
