粮食钢板筒仓整体稳定设计综述  

Summary of Total Stability Design for Grain Steel Silos

作　　者：袁海龙[1] 

机构地区：[1]河南工业大学,郑州450052

出　　处：《特种结构》2008年第3期21-24,共4页Special Structures

摘　　要：本文结合钢板筒仓稳定性研究的基础资料和我国《粮食钢板筒仓设计规范》(GB50322—2001)中筒仓整体稳定设计规定,针对我国粮食钢板筒仓结构特点,对粮食钢板筒仓稳定设计计算中粮食荷载计算、仓壁折算厚度、计算参数取值等有关内容及方法进行了分析说明,并提出了需进一步研究的相关问题。Associated with the basic data on the stability study of steel silos and the design specification on the overall stability of silos in our national code for design of grain steel silos （GB50322-2001）, Some problems and related methods on the stability calculation of grain steel silos, such as the calculation of grain loud, the reduced thickness of the silo wall, and the determination of the calculation parameter value are analyzed and explained according to the structural characteristics of the grain steel silos in our country. Then, correlative problems that need further study are proposed.

关 键 词：中长圆筒壳 粮食荷载 粮食钢板筒仓 整体稳定 

分 类 号：TU391[建筑科学—结构工程]