武汉国际会展中心主楼大跨度钢桁架设计  

Design on the Super-large Span Steel Truss in Wuhan International Exhibition & Convention Center

作　　者：周德良 

机构地区：[1]中南建筑设计院,武汉430071

出　　处：《建筑结构》2001年第8期25-30,共6页Building Structure

摘　　要：详细介绍了武汉国际会展中心具有较大跨度和承受特大荷载的钢桁架及其相关结构的设计。其中桁架节点及连接方式、钢骨柱和钢骨梁的设计。What is presented hereby in detail is the design of the steel struss with super large span and its relevant structure under heavy loading in the Wuhan International Exhibition & Convention Centre.The types of struss joints and connections,design of SRC beams and columns, cambers are useful for the design of the similar structure.

关 键 词：钢桁架 节点 钢骨梁 钢骨柱 预拱度 结构设计 

分 类 号：TU391[建筑科学—结构工程]