摘要
本研究根据现行的《钢筋混凝土结构设计规范》(GBJ10—89),对钢筋混凝土环形截面偏心受压构件正截面承载力的计算进行了分析,编制出设计计算实用表格,供设计者参考使用。
In this paper a practical a method for determination of the strength of riny section loaded reinforced concrete circular section member at itscross section is practically analysed.A practical table is drawn according to the design.Standard of reinforced concrete (GBJ10—89).The computation and table are practical in design.
出处
《新疆农业大学学报》
CAS
1997年第3期72-76,共5页
Journal of Xinjiang Agricultural University
关键词
钢筋混凝土
环形截面
偏心受压构件
承载力
reinfored concrete
ring section eccentric compression members
carring capacity