摘要
南京奥体中心体育场为大跨度倾斜45°的一对斜放钢“弓”结构和平行设置的钢箱梁及其间支撑形成的马鞍形壳构成的组合空间屋盖钢结构体系。简要介绍了钢屋盖的设计及试验结果。
It is described the roof steel structural system of the stadium for Nanjing Olympic Sports Center,which is constructed of a pair of large span and bow steel structures with a slope of 45°, parallel steel box beams and the saddle shells formed by the braces among these beams. It is also briefly introduced that the design of the roof and the test results.
出处
《钢结构》
2006年第2期34-37,共4页
Steel Construction
关键词
斜放钢“弓”
马鞍形壳
组合空间
inclined steel bow structure saddle shell composite space
