摘要
对在单一竖向平面内受力的圆形截面构件 ,建议采用非均匀配筋 ;提出的计算方法 ,经济合理 ,安全可靠 ;利用所绘制的图线进行计算 ,实用简易 ,相当准确 ;可用于偏压构件及受弯构件。
For a member with circular section acted by the forces in one plane,it is favourable to take non\|uniform reinforcement in the section. In this paper a economical and reasonable method is put forward for calculating such member,and a chart is given to simplify the computation and with fair results. The method may be applied to a eccentric compression member and a flexure member.
出处
《工业建筑》
CSCD
北大核心
2000年第9期33-37,55,共6页
Industrial Construction
关键词
圆形截面
偏心受压构件
钢筋混凝土构件
circular section eccentric compression member\ yielding zone\ longitudinal steel\ carrying capacity
