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广州2010亚运会网球中心结构设计与研究
引用本文:顾磊,宋寒,齐宏拓,刘涛,刘云涛,吴源青.广州2010亚运会网球中心结构设计与研究[J].建筑结构,2011(1).
作者姓名:顾磊  宋寒  齐宏拓  刘涛  刘云涛  吴源青
作者单位:哈尔滨工业大学深圳研究生院;深圳市建筑设计研究总院有限公司;华南理工大学土木与交通学院;
基金项目:国家自然科学基金(50878065)
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。

关 键 词:网球中心  结构设计  可“呼吸”结构  

Structural design and research of Guangzhou Tennis Center for Asian Games 2010
Gu Lei,Song Han,Qi Hongtuo,Liu Tao,Liu Yuntao,Wu Yuanqing.Structural design and research of Guangzhou Tennis Center for Asian Games 2010[J].Building Structure,2011(1).
Authors:Gu Lei  Song Han  Qi Hongtuo  Liu Tao  Liu Yuntao  Wu Yuanqing
Affiliation:Gu Lei1,Song Han1,Qi Hongtuo1,Liu Tao2,Liu Yuntao2,Wu Yuanqing3(1 Shenzhen Graduate School,Harbin Institute of Technology,Shenzhen 518055,China,2 Shenzhen General Institute of Architectural Design and Research,Shenzhen 518031,3 School of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510640,China)
Abstract: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 o...
Keywords:tennis center  structural design  breathing structure  
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