충격파압에 의한 콘크리트 방파제의 거동 예측

Response Prediction of Concrete Breakwater In Wave Impact Pressure

  • 양종석 (세종대학교 토목환경공학과) ;
  • 김성훈 (세종대학교 토목환경공학) ;
  • 김동완 (세종대학교 토목환경공학) ;
  • 경민수 (세종대학교 토목환경공학) ;
  • 김장호 (세종대학교 토목환경공학과)
  • 발행 : 2002.10.01

초록

The most common failure of breakwater comes from impact wave pressure generated by intense storms. This impact pressure is 10 folds greater than the pressure generated by normal waves. Therefore, the precise knowledge of magnitude of impact wave pressure applied on breakwater and its structural response is crucial for the economical and safe design. However, presently, a precise analysis of breakwater is restricted by insufficient and incorrect consideration of the effect of soil-structure Interaction. 3 major research areas included in this study are (1) theoretical analysis of impact wave pressure, (2) selection of breakwater structure model (3) soil-structure interaction analysis using limit analysis computer program. Based on this analysis, predicted response of concrete breakwater and probable failure location under wave impact pressure are determined.

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