摘要
广州2010年亚运会网球中心的主赛场和副赛场规模分别为10 139座和1 962座,结构形式均采用混凝土看台和钢结构罩篷。主赛场罩篷肋环结构由径向和环向桁架构成,副赛场罩篷肋环结构由径向和环向H型钢梁构成。介绍了主、副赛场的结构设计,包括下部混凝土框-剪结构,罩篷钢结构的结构形式、静动力分析、屈曲分析、非线性极限荷载分析,以及副赛场罩篷用以释放温度内力的可"呼吸"结构的概念和应用。
Guangzhou Tennis Center for Asian Games 2010 contains one central court（CC） with 10 139 seats and one side court（SC） with 1 962 seats.Concrete stand and steel roof were adopted for both courts.The rib-ring system of the roof of CC consisted of trusses,and the system of SC consisted of H-section steel beams.Structural design of CC and SC was introduced which involved concrete stand design,structure form of steel roof,static and dynamic analysis,buckling analysis,nonlinear limit load calculation.The concept of breathing structure was presented and applied into SC roof in order to release temperature function.
出处
《建筑结构》
CSCD
北大核心
2011年第1期35-39,共5页
Building Structure
基金
国家自然科学基金(50878065)
