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A Dynamic structural response analysis of tension leg platforms in current and waves

조류와 파랑 중에서의 TLP의 동적구조응답해석

  • 이승철 (부경대학교 조선해양시스템공학연구소) ;
  • 구자삼 (부경대학교 조선해양시스템공학과) ;
  • 하영록 (거제대학 조선과) ;
  • 조효제 (한국해양대학교 조선해양시스템공학부)
  • Received : 2011.06.21
  • Accepted : 2011.10.06
  • Published : 2012.02.29

Abstract

A numerical procedure is described for predicting the dynamic structural responses of tension leg platforms(TLPs) in current and waves. The developed numerical approach is based on a combination of the three dimensional source distribution method and the dynamic structural analysis method, in which the superstructure of the TLPs is assumed to be flexible instead of rigid. The hydrodynamic interactions among TLP members, such as columns and pontoons, and the structural damping are included in the dynamic structural analysis. The equations of motion of a whole structure are formulated using element-fixed coordinate systems which have the origin at the nodes of the each hull element and move parallel to a space-fixed coordinate system. The dynamic structural responses of a TLP were analyzed in the case of including the current or not including the one in waves and the effects of current on the TLP were investigated.

Keywords

References

  1. 정하찬, 임성우, 김용환, 2007, "석유생산 해양구조물의 수요 전망 II: 종류별 분석 및 국내 조선업 계의 장단점 분석", 대한조선학회지, 제 43권, 제 2호, pp 62-68.
  2. Teigen, P. and Haver, S, 1998, "The Heidrun TLP : measured versus predicted response", Applied Ocean Research 20, pp. 27-35. https://doi.org/10.1016/S0141-1187(98)00009-1
  3. Zou, J, 2003, "TLP Hull/Tendon/Riser Coupled Dynamic Analysis in Deepwater", Proc. of 13th IOPEC, pp. 160-166.
  4. 강대훈, 노준범, 최항순, 신현수, 2004, "Mini TLP 의 규칙파 중 운동해석" SNAK, 22-23, April, pp. 119-123.
  5. 구자삼, 김진하, 이창호, 1995, "인장계류식 해양구조물(TLP)의 동적응답해석(I)", 한국해양공학회지, 제 9권, 제 1호, pp. 161-172.
  6. 구자삼, 박찬후, 이창호, 1996, "인장계류식 해양구 조물(TLP)의 동적응답해석(II)", 한국해양공학회지, 제 10권, 제 1호, pp. 25-35.
  7. Kim, C. H. and Lee, C. H., and Goo, J. S., 2007, "A dynamic response analysis of tension leg platforms including hydrodynamic interaction in regular waves", Ocean Engineering, Vol.34, pp. 1680-1689. https://doi.org/10.1016/j.oceaneng.2006.10.011
  8. 이창호, 2006, "ISSC-TLP의 운동응답 및 변동장력에 미치는 다방향 불규칙파의 영향", 한국해양공학회지, 제 20권 4호, pp. 70-75.
  9. 이승철, 박찬홍, 배성용, 구자삼, 2011, "조류와 파랑 중의 인장계류식 해양구조물의 거동해석", 한국동력기계공회지, 제 15권 1호, pp. 64-71.
  10. Yoshida, K. and Ozaki, M., and Oka, N., 1984, "Structural Response Analysis of Tension Leg Platforms", Proceedings of the Third International Offshore Mechanics and Arctic Engineering Symposium, ASME.

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