摘要
本文论述了钢筋砼带隔板圆筒仓仓壁简化计算模式;用力法对仓壁进行水平环向内力分析,给出了单位变位和荷载变位计算公式,并按钢筋砼结构设计规范要求,对圆筒仓仓壁环向、竖向配筋及仓壁与隔板交接处采取构造加强措施.此外,还给出了该形式深仓荷载计算公式中的水力半径ρ值公式.
This paper discusses the selection of simplified calculation models for wall of the reinforced concrete circular silo with partition. The analysis of horizontal tangential internal forces for this silo wall is given by means of the flexibility method, and the computation formulas of the flexibility coefficient and the load constant are offered. The structural consolidation measures for horizontal tangential and vertical reinforcements are adopted. Besides, the formula of the hydraulic radius ρ applied in calculating of loads of these deep silos is also provided.
出处
《建筑结构》
CSCD
北大核心
1996年第3期23-29,共7页
Building Structure
关键词
钢筋混凝土
圆筒仓
隔板
仓壁
设计
reinforced concrete
circular silo with partition
internal force analysis
the flexibility method
