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Vibration Control for Bridge Members

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Wind Resistant Design of Bridges in Japan

Abstract

Not only the whole bridge structure but each structural member of a bridge sometimes suffers wind-induced vibrations, causing not necessarily a fatal destruction but other consequences such as fatigue damages. In this chapter, these vibration problems and possible methods to control them are introduced. Also given is a brief description of adverse wind effects on traffic and pedestrians and their control.

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References

  1. Japan Road Association (1991) Wind resistant design manual for highway bridges (in Japanese). Maruzen, Tokyo. Also revised version in 2007

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  2. Narita N (1971) Vibrations of bridge members due to winds (in Japanese). Bridge Foundation Eng 5(9):1–5

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  3. Makihata T, Ushio M, Izuno H (1972) Wind-resistance study of hanger of Mukaijima Ohashi bridge (in Japanese). J Bridges 8(5):84–96

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  4. Agawa T, Ikenouchi M, Inoue H (1980) A study on aerodynamic instability of bridge structure member with rectangular cross section (in Japanese). In: Proceedings of the 6th national symposium on wind engineering, Tokyo, pp 325–332

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  5. Nanjo M, Ushio M (1990) Wind tunnel experiment and field observation on the rectangular cylinders with square corner cuts (in Japanese). In: Proceedings of the 11th national symposium on wind engineering, Tokyo, pp 323–329

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  6. Yamada K, Akimoto S (1985) Wind proof study of illumination post of the Ohnaruto Bridge (in Japanese). Honshi Technical Report, BOEA (36):26–29

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Correspondence to Yozo Fujino .

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© 2012 Springer

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Fujino, Y., Kimura, K., Tanaka, H. (2012). Vibration Control for Bridge Members. In: Wind Resistant Design of Bridges in Japan. Springer, Tokyo. https://doi.org/10.1007/978-4-431-54046-5_11

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  • DOI: https://doi.org/10.1007/978-4-431-54046-5_11

  • Publisher Name: Springer, Tokyo

  • Print ISBN: 978-4-431-54045-8

  • Online ISBN: 978-4-431-54046-5

  • eBook Packages: EngineeringEngineering (R0)

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