摘要
贮仓结构应用广泛,本文把圊形深仓仓壁单宽纵条作为弹性地基上的梁来计算与把心形深仓按圆简公式来计算,将两种计算方法进行比较。文中通过某水泥厂圆形深仓的计算实例,结果表明,前一种计算方法较合理,获得较好的经济效果。
The structure of storage silo is widely used. If we can improve the methods of structural analysis, a lot of building materials can be saved. In this paper, two computational methods are compared. In one method, the unit width longitudinal strap of the wall of a round deep storage silo is eonsidered as a beam on elastic subgrade. In the other method, we compute by the formula of round silo. Based on a computational example of a round storage silo in cement manufacturer, the paper proves that the preceding method s more proper and a economical result can be gained.
出处
《广西大学学报(自然科学版)》
CAS
CSCD
1990年第1期20-26,共7页
Journal of Guangxi University(Natural Science Edition)
关键词
圆形深仓
单宽纵条
弹性地基梁
round deep storage silo
unit longitudinal strap
beam on elastic subgrade