Journal of Ocean Engineering and Technology (한국해양공학회지)

Korean Society of Ocean Engineers (한국해양공학회)
권호 표지

Pounding Mechanism and Mitigation Effect of Pounding between Adjacent Decks during Strong Earthquake

강지진시 인접교량간의 충돌 매커니즘과 충격 저감 효과

  • Kwon, Young-Rog (Dept. of Civil Engineering, College of Engineering, Dong-A Univ.) ;
  • Kim, Jin-Woo (Dept. of Civil & Environment Engineering, Gyeongsang National Univ., Institute of Marine Industry) ;
  • Choi, Kwang-Kyu (Dept. of Civil Engineering, College of Engineering, Dong-A Univ.)
  • 권영록 (동아대학교 공과대학 토목공학과) ;
  • 김진우 (경상대학교 토목공학공학부) ;
  • 최광규 (동아대학교 공과대학 토목공학과)
  • Published : 2006.10.31
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Abstract

An isolated bridge using a laminated rubber bearing provides an elastic support of continuous span and prevents the transmission of excessive seismic force from the substructure of the bridge, which uses a metal bearing, as this permits a relative displacement between the super-and substructure. Hawever, this kind of bridge is caused long periodic, as a result of enlargingtotal thickness of the rubber, since it corresponds to temperature change and increases the horizontal displacement of the superstructure. This paper uses a numerical study to describe the pounding problem between adjacent decks when subjected to a strong earthquake. Furthermore, numerical results are clarified for the buffer rubber used to mitigate the pounding force between adjacent decks.

Keywords

References

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