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既有跨线天桥结构体系改造方案设计 被引量:3

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摘要 某高速公路跨线人行天桥采用钢筋混凝土斜腿刚构结构体系,因桥下车道拓宽既有天桥斜腿侵占桥下通行净空,且受多因素影响该天桥无法爆破重建,针对该情况,该文提出了斜拉桥及钢管拱桥两个天桥结构体系改造方案,经过比选确定斜拉桥为优选方案,文中阐述了其设计流程、结构分析及施工要点。
作者 张辉 田文民
出处 《中外公路》 北大核心 2017年第3期145-148,共4页 Journal of China & Foreign Highway
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  • 1JGJ99-1998高层民用建筑钢结构技术规程[S].
  • 2Dallard P, Fitzpatrick A J, FEint A, Be Bourva S, Low A, Ridsdill R M, Willford M. The London Millennium Footbridge [J]. The Structural Engineer, 2001, 79(22) 17-33.
  • 3Fujino Y. , Paeheco B. M. , Nakamura S. Synchroniza- tion of Human WalkingObserver During I.ateral Vibration of a Congested Pedestrian Bridge [J]. Earthquake Engineering and Structural Dynamics, 1993, 22: 741-758.
  • 4J. M. W. ,Brownjohn,P. Fok, M Roche and P. Mayo. Long Span Steel Pedestrian Bridge at Singapore Changi Airport [J]. The Structural Engineer, 2004, 82( 16): 27 -33.
  • 5E. Caetano, A. Cunha. C. Moutinho and F. Magalhase. Studies for Controlling Human Induced Vibration of the Pedro e ln6sfootbridge Portugal [J]. Engineering Struc- tures, 2010, 32:1 082-1 091.
  • 6EN 03. Design of Footbridge Guideline [S]. Germany= Background Document, 2008.
  • 7Baehmann H. and AmmannW. Vibrations in Struc- tures: Induced by Man and Machines[M]. Zurich= IAB SE-AIPC-IVBH, 1987.
  • 8Ellis B. R. on the Response of l.ong-Span Floors to Walking 1.oads Generated by Individuals and Crowds [J]. The Structural Engineerlng,2000,78(10): 17-25.
  • 9Nakamura S. , Kawasaki T. , Katsuura H. , and Yok- oyama K. Experimental Studies on l.ateral Forces ln- duced by Pedestrians [J].Journal of Constructional Steel research, 2008, 64: 247-252.
  • 10BS 5400. Vibration Serviceability Requirements for Foot and Cycle Track Bridges[S]. London: British Standards Association, 1978.

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