钢筒仓中圆柱筒薄壳轴压承载力的确定方法  

Determinations of load carrying capacity of the axially compressed thin cylindrical shells in steel silos

作　　者：林翔[1] 

机构地区：[1]福州大学土木建筑工程学院,福建福州350002

出　　处：《福州大学学报（自然科学版）》2004年第3期330-333,361,共5页Journal of Fuzhou University(Natural Science Edition)

摘　　要：在钢筒仓结构的结构型式、破坏模式和力学行为的基础上,依据新颁的欧洲规范和圆柱筒壳的研究成果对钢筒仓的圆柱筒薄壳的轴压承载力的确定方法进行研究,希望能对钢筒仓结构在我国的推广应用起一定的作用.Describes the types, failure modes, and mechanics behavior of steel silo structures. In addition, the methods of determining load carrying capacity of the axially compressed thin cylindrical shells in steel silo structures are set forth according to the newly issued Eurocode and recent researches on these respects.

关 键 词：钢筒仓 结构 圆柱筒薄壳 缺陷 轴压承载力 

分 类 号：TU378.7[建筑科学—结构工程] TU333