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Response Analysis of 3-dimensional Floating Structure Using Beam Transformation

보 변환 기법을 이용한 3차원 부유체의 응답해석

  • 홍사영 (한국해양연구원 해양시스템안전연구소) ;
  • 경조현 (한국해양연구원 해양시스템안전연구소) ;
  • 조석규 (한국해양연구원 해양시스템안전연구소) ;
  • 김병완 (한국해양연구원 해양시스템안전연구소)
  • Published : 2007.01.20

Abstract

In this paper, the modified direct method employing beam transformation technique is proposed in order to efficiently calculate hydroelastic responses of floating structure. Since the proposed method expresses the displacements of three-dimensional structure with those of transformed beam which leads to small number of equations of motion, the method is numerically efficient compared to the conventional direct method. To verify the efficiency of the proposed method, a 500 m-long floating structure under wave loads is considered in numerical example. Displacements, bending moments, torsion moments and shear forces are calculated and computing time is examined. The results are also compared with those of the conventional direct method.

Keywords

References

  1. Maeda, H., Masuda, K., Miyajima, S. and Ikorna, T., 1995, 'Hydroelastic Responses of Pontoon Type Very Large Floating Offshore Structures', Journal of the Society of Naval Architects of Japan, Vol. 178, pp. 203-212
  2. Takaki, M. and Gu, X., 1996, 'Motions of a Floating Elastic Plate in Waves' , Journal of the Society of Naval Architects of Japan, Vol. 180, pp.331-339
  3. Ohmatsu, S., 1997, 'Numerical Calculation of Hydroelastic Responses of Pontoon Type VLFS,' Journal of the Society of Naval Architects of Japan, Vol. 182, pp. 329-340
  4. Nagata, S., Yoshida, H., Fujita, T. and Isshiki, H., 1997, 'The Analysis of the Wave-induced Responses of an Elastic Floating Plate' , Proceedings of 16th International Conference on Offshore Mechanics and Arctic Engineering, Vol. 6, pp. 163-169
  5. Kashiwagi, M. and Furukawa, c. 1997, 'A Mode-expansion Method for Predicting Hydroelastic Behavior of a Shallow-draft VLFS' , Proceedings of 16th International Conference on Offshore Mechanics and Arctic Engineering, Vol. 6, pp. 179-186
  6. Hamamoto, T. and Fujita, K., 2002, 'Wetmode Superposition for Evaluating the Hydroelastic Response of Floating Structures with Arbitrary Shape: Proceedings of the 12th International Offshore and Polar Engineering Conference, pp. 290-297
  7. Kim, J. W. and Ertekin, R. C., 1998, 'An Eigenfunction-expansion Method for Predicting Hydroelastic Behavior of a Shallow-draft VLFS' , Proceedings of the 2nd International Conference on Hydroelasticity in Marine Technology, pp. 47-59
  8. Hong, S. Y, Kim, J. w., Ertekin, R. C. and Shin, Y.S., 2003, 'An Eigenfunction-expansion Method for Hydroelastic Analysis of a Floating Runaway', Proceedings of the 13th International Offshore and Polar Engineering Conference, pp. 121-128
  9. Yago, K. and Endo, H., 1996, 'On the Hydroelastic Response of Box-shaped Floating Structure with Shallow Draft' , Journal of the Society of Naval Architects of Japan, Vol. 180, pp. 341-352
  10. Yasuzawa, Y., Kagawa, K, Kawano, D. and Kitabayashi, K, 1997, 'Dynamic Response of a Large Flexible Floating Structure in Regular Waves', Proceedings of 16th International Conference on Offshore Mechanics and Arctic Engineering, Vol. 6, pp. 187-194
  11. Kim, B. W., Kyoung, J. H, Hong, S. Y. and Cho, S. K, 2006, 'Dynamic Response Characteristics of Floating Structures According to Connection Types' , Transactions of the Korean Society for Noise and Vibration Engineering, Vol. 16, No. 2, pp. 132-140 https://doi.org/10.5050/KSNVN.2006.16.2.132