摘要
分析了现行混凝土结构设计规范中对纵向受力钢筋所作最小配筋百分率ρｍｉｎ规定和相应设计计算方法的不足，建议用截面最小纵向受力钢筋面积Ａｓｍｉｎ取而代之，并提出相就的设计计算方法供参考。
The minimum reinforcement ratio( ρ min )of logngitudinal bar and the problems of design method in the existing code of concrete structure design are analyzed,the minimun area A s,min of section longitudinal reinforcement is suggested to replace ρ min and the relative design method is proposed for reference.
出处
《工业建筑》
CSCD
北大核心
1998年第10期44-47,共4页
Industrial Construction
