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竹洲大桥主桥结构设计及受力分析
引用本文:黄珠,黎栋家,何廷全.竹洲大桥主桥结构设计及受力分析[J].西部交通科技,2013(6):67-70,130.
作者姓名:黄珠  黎栋家  何廷全
作者单位:广西壮族自治区交通规划勘察设计研究院,广西南宁,530029
摘    要:梁拱组合桥作为一种新的桥型,因造型美观、受力明确、施工工艺成熟等特点,在国内桥梁建设中得到了广泛应用和推广。文章以百色市竹洲大桥为例,阐述了该桥的结构设计要点,并采用Midas/Civil V2006与ANSYS软件建立几何模型,计算分析其主桥结构的受力情况,为梁拱组合桥的结构设计提供参考。

关 键 词:竹洲大桥  结构设计  计算分析

Main Bridge Structural Design and Stress Analysis of Zhuzhou Bridge
HUANG Zhu , LI Dong-jia , HE Ting-quan.Main Bridge Structural Design and Stress Analysis of Zhuzhou Bridge[J].Western China Communication Science & Technology,2013(6):67-70,130.
Authors:HUANG Zhu  LI Dong-jia  HE Ting-quan
Institution:(Guangxi Communications Planning Surveying and Design Institute, Nanning, Guangxi, 530029)
Abstract:Beam-arch combination bridge is a new bridge type,and due to its beautiful ap- pearance,e;~plicit force, mature construction process and other characteristics, it has ob- tained the broad application and promotion in the bridge construction in China.The article, with Baise Zhuzhou Bridge as the example, described the structure design elements of this bridge, and used Midas/Civil V2006 and ANSYS software to establish the geometric model, and calculated and analyzed the force situation of its main bridge structure,thereby providing the reference for the structural design of beam-arch combination bridge.
Keywords:Zhuzhou Bridge  Structural design  Computational analysis
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