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Vibration Control for Bridge Members

  • Yozo Fujino
  • Kichiro Kimura
  • Hiroshi Tanaka

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.

Keywords

Fatigue Damage Vibration Control Light Polis Bridge Deck Slenderness Ratio 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

References

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Copyright information

© Springer 2012

Authors and Affiliations

  1. 1.Department of Civil EngineeringThe University of TokyoBunkyo-kuJapan
  2. 2.Department of Civil Engineering Faculty of Science and TechnologyTokyo University of ScienceShinjukuJapan
  3. 3.University of OttawaOttawaCanada

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