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深圳市公园路高架桥拱桥设计
引用本文:滕燕宁,刘雪峰.深圳市公园路高架桥拱桥设计[J].交通科技,2012(1):22-24.
作者姓名:滕燕宁  刘雪峰
作者单位:深圳市综合交通设计研究院
摘    要:从深圳市东部过境高速公路公园路高架桥主桥工程特点入手,结合功能性与景观性提出合理桥型结构,对上承式钢筋混凝土肋拱桥的设计特点进行探讨。通过采用midas civil对结构进行计算分析,并介绍了对全桥上部结构的分析过程,包括应力、强度、刚度和稳定性等。

关 键 词:上承式拱桥  稳定性  设计

Design of Arch Bridge in Shenzhen Park Road Viaduct
TengYanning,Liu Xuefeng.Design of Arch Bridge in Shenzhen Park Road Viaduct[J].Transportation Science & Technology,2012(1):22-24.
Authors:TengYanning  Liu Xuefeng
Institution:(Shenzhen Transportation Design & Research Institute,Shenzhen 518003,China)
Abstract:Based on the characteristics of Park Road Viaduct at eastern transits expressway of Shenzhen,this paper put forward a rational bridge type structure according to function and landscape,and then discussed design features of reinforced concrete deck type ribbed arch bridge.By the calculated results using MIDAS / Civil program,this paper introduced the analysis process of superstructure of the whole bridge and the analysis contents including stress,strength,rigidity and stability.
Keywords:deck arch bridge  stability  design
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