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曲线梁桥设计分析 被引量:3

Analysis of Curve Beam Bridge Design
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摘要 近年来由于城市立交桥建设的需要,曲线梁桥结构在我国已被广泛采用。小半径曲线梁桥的设计计算比较复杂,但通过有限元分析计算,可以较为准确地掌握其结构的受力状况。针对其不同于直线梁的受力特点,采用相应的有效措施,是可以设计出较为可靠且经济适用的曲线梁桥的。 For the demand of city cloverleaf junction developments in recent years, curve beam bridge structure has been widely adopted in China. Though the design calculations are complex for the curve beam bridge with a small radius, it can get correctly the stress conditions of the structure through finite-element analysis calculations. In view of the stress characteristics different from these of linear beam, some effective measures can be taken to assure the design of reliable and economical curve beam bridge.
作者 张蕊
出处 《交通标准化》 2008年第8期82-84,共3页 Communications Standardization
关键词 曲线梁桥 预应力混凝土结构 箱梁 curve beam bridge prestressed concrete structure box beam
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同被引文献17

  • 1姚玲森.曲线梁[M].北京:人民交通出版社,1994.
  • 2刘祥君,李鸿琦,刘旭锴,佟景伟,田永灵.曲线梁桥有限元模型简化[J].天津建设科技,2007,17(B07):190-193. 被引量:1
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  • 6C.K.Lee,G.J.Wu.Shear lag analysis by the adaptive finite elementmethod 2.Analysis of complex plated structur. Thin-WalledStructures . 2000
  • 7Kyungsik Kima,Chai H.Yoob.Effects of external bracing onhorizontally curved box girder bridges during construction. Engineering Structures . 2006
  • 8Chengyin Liu,John T.DeWolfa,Jeong-Ho Kim.Developmentof a baseline for structural health monitoring for a curved post-tensioned concrete box_girder bridge. Engineering Structures . 2009
  • 9Jun Dong,Richard Sause.Finite element analysis of curved steelgirders with tubular flanges. Engineering Structures . 2010
  • 10R.H. Wang Q.S. Li J.R. Wu and J. Tang.A spatial elastic displacement model for curved box girders with corner stiffeners. Computers and Structures . 2005

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