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南京长江第三大桥主塔钢混结合段设计 被引量:18

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摘要 南京长江第三大桥是我国第一座钢斜拉桥。其主塔钢混结合段在国内首次创造性地采用"钢筋混凝土棒剪力键群"作为传力连接器。本文主要介绍南京长江第三大桥主塔钢混结合段的设计研究。
出处 《公路》 北大核心 2009年第5期100-107,共8页 Highway
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  • 1Leonhardt F,.Amdme W,Andrae H P,Hmnre W.Neues erbundmittel fuer stahlverbund-tragwerke rnit hoher dauerfestigkeit(New,improved joint means for composite loadbearing structures with high fatigue strength)[J].Beton-und Stahlbetonbau,1987,82(12).
  • 2Velendanda M R,Hosain M U.Behaviour of perfobond rib shear connector:push-out tests[-J].Canadian Journal of Civil Engineering,1992,19(1).
  • 3Leonhardt F.Development and testing of a new shear connector for steel-concrete composite bridges[C].4th International bridge engineering conference,1995.
  • 4Oguejiofor E C,Hosain M U.Parametric study of perfobond rib shear connectors[J].Canadian Journal of Civil Engineering,1994,21(4).
  • 5Oguejiofor E C,Hosain M U.Perfobond rib connectors for composite beams[J].Composite Construction in Steel and Concrete,1992.
  • 6Velendanda M R,Hosain M U.Behaviour of perfobond rib shear connector:push-out tests[C].Proceedings of the Annual Conference and Biennial Environmental Specialty Conference,1990,712.
  • 7Oguejiofor E C,Hosain M U.Behaviour of perfobond rib shear connectors in composite beams:Full size tests[C].Proceedings of the Annual Conference and Biennial Environmentsl Speciality Conference,1990,751.

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