CFP last date
20 December 2024
Reseach Article

Reducing Hydroelastic Response of Very Large Floating Structure: A Literature Review

by H. Tavana, M. J. Khanjani
International Journal of Computer Applications
Foundation of Computer Science (FCS), NY, USA
Volume 71 - Number 5
Year of Publication: 2013
Authors: H. Tavana, M. J. Khanjani
10.5120/12353-8658

H. Tavana, M. J. Khanjani . Reducing Hydroelastic Response of Very Large Floating Structure: A Literature Review. International Journal of Computer Applications. 71, 5 ( June 2013), 13-17. DOI=10.5120/12353-8658

@article{ 10.5120/12353-8658,
author = { H. Tavana, M. J. Khanjani },
title = { Reducing Hydroelastic Response of Very Large Floating Structure: A Literature Review },
journal = { International Journal of Computer Applications },
issue_date = { June 2013 },
volume = { 71 },
number = { 5 },
month = { June },
year = { 2013 },
issn = { 0975-8887 },
pages = { 13-17 },
numpages = {9},
url = { https://ijcaonline.org/archives/volume71/number5/12353-8658/ },
doi = { 10.5120/12353-8658 },
publisher = {Foundation of Computer Science (FCS), NY, USA},
address = {New York, USA}
}
%0 Journal Article
%1 2024-02-06T21:34:42.544964+05:30
%A H. Tavana
%A M. J. Khanjani
%T Reducing Hydroelastic Response of Very Large Floating Structure: A Literature Review
%J International Journal of Computer Applications
%@ 0975-8887
%V 71
%N 5
%P 13-17
%D 2013
%I Foundation of Computer Science (FCS), NY, USA
Abstract

Floating structure is applied as floating wave breaker, floating airport and etc. Applications of these structures rise because of being environmental friendly and fast construction. To design floating structure first step is hydrodynamic analysis under wave effect. As the depth of structure is too smaller than the other dimensions, this structure behaves elastically. Hydroelastic analysis is used to obtain its deformation under wave action. Reduction of the hydroelastic responses may increase serviceability and safety. There are many ways to reduce the hydroelastic response of VLFS. This paper was considered the analysis and hydroelastic reduction of VLFS.

References
  1. Watanabe, E. , Utsunomiya, T. , and Wang, C. M. (2004). Hydroelastic analysis of pontoon-type VLFS: a literature survey. Engineering structures, 26(2), 245-256. ?
  2. Watanabe, E. , Wang, C. M. , Utsunomiya, T. , and Moan, T. (2004). Very large floating structures: applications, analysis and design. CORE Report, 2. ?
  3. Wang, C. M. , and Tay, Z. Y. (2011). Very Large Floating Structures: Applications, Research and Development. Procedia Engineering, 14, 62-72. ?
  4. Wang, C. M. , Pham, D. C. , and Ang, K. K. (2007). Effectiveness and optimal design of gill cells in minimizing differential deflection in circular VLFS. Engineering structures, 29(8), 1845-1853. ?
  5. Shipbuilding Research Centre of Japan (2003), Mega-Float Home Page [Online], available at: http://www. srcj. or. jp/html/megafloat_en/index. html.
  6. Pham, D. C. (2009). Innovative Solutions For Minimizing Differential Deflection And Heaving Motion In Very Large Floating Structures, Ph. D. Thesis, National University of Singapore, Singapore.
  7. Hermans, A. J. (2001). A geometrical-optics approach for the deflection of a floating flexible platform. Applied ocean research, 23(5), 269-276. ?
  8. Andrianov, A. I. , and Hermans, A. J. (2003). The influence of water depth on the hydroelastic response of a very large floating platform. Marine Structures, 16(5), 355-371. ?
  9. Liu, X. , and Sakai, S. (2002). Time domain analysis on the dynamic response of a flexible floating structure to waves. Journal of engineering mechanics, 128(1), 48-56. ?
  10. Watanabe, E. , Utsunomiya, T. , Wang, C. M. , and Hang, L. T. T. (2006). Benchmark hydroelastic responses of a circular VLFS under wave action. Engineering structures, 28(3), 423-430. ?
  11. Zhao, C. B. , Zhang, J. Z. , and Huang, W. (2007). Vibration Reduction of Floating Elastic Plates in Wave Waters. Marine Structures, 20, 71-99. ?
  12. Wang, C. M. , Watanabe, E. , and Utsunomiya, T. (Eds. ). (2007). Very large floating structures. Taylor and Francis. ?
  13. Meylan, M. , and Squire, V. A. (1994). The response of ice floes to ocean waves. Journal of Geophysical Research: Oceans (1978–2012), 99(C1), 891-900. ?
  14. Ohmatsu, S. (2000). Numerical calculation method for the hydroelastic response of a pontoon-type very large floating structure close to a breakwater. Journal of marine science and technology, 5(4), 147-160. ?
  15. Chen, X. , Moan, T. , Fu, S. , and Chui, W. (2005). Hydroelastic analysis of flexible floating structures in regular waves. In Proceedings of International Conference on Mechanical engineering and mechanics (pp. 973-977). ?
  16. Endo, H. (2000). The behavior of a VLFS and an airplane during takeoff/landing run in wave condition. Marine structures, 13(4), 477-491. ?
  17. Kyoung, J. H. , Hong, S. Y. , and Kim, B. W. (2006). FEM for time domain analysis of hydroelastic response of VLFS with fully nonlinear free-surface conditions. International Journal of Offshore and Polar Engineering, 16(3). ?
  18. Liuchao, Q. , and Hua, L. (2007). Three-dimensional time-domain analysis of very large floating structures subjected to unsteady external loading. Journal of offshore mechanics and Arctic engineering, 129(1), 21-28. ?
  19. Riyansyah, M. , Wang, C. M. , and Choo, Y. S. (2010). Connection design for two-floating beam system for minimum hydroelastic response. Marine Structures, 23(1), 67-87. ?
  20. Nagata, S. , Yoshida, H. , Fujita, T. , and Isshiki, H. (1998). Reduction of the motion of an elastic floating plate in waves by breakwaters. In Proceedings of the 2nd International Conference on Hydroelasticity in Marine Technology (pp. 229-238). ?
  21. Hong, D. C. , Hong, S. Y. , and Hong, S. W. (2006). Reduction of hydroelastic responses of a very-long floating structure by a floating oscillating-water-column breakwater system. Ocean engineering, 33(5), 610-634. ?
  22. Hong, D. C. , and Hong, S. Y. (2007). Hydroelastic responses and drift forces of a very-long floating structure equipped with a pin-connected oscillating-water-column breakwater system. Ocean engineering, 34(5), 696-708.
  23. Lee, C. H. , and Newman, J. N. (2000). An assessment of hydroelasticity for very large hinged vessels. Journal of fluids and structures, 14(7), 957-970. ?
  24. Xia, D. , Kim, J. W. , and Ertekin, R. C. (2000). On the hydroelastic behavior of two-dimensional articulated plates. Marine structures, 13(4), 261-278. ?
  25. Fu, S. , Moan, T. , Chen, X. , and Cui, W. (2007). Hydroelastic analysis of flexible floating interconnected structures. Ocean engineering, 34(11), 1516-1531. ?
  26. Kim, B. W. , Young Hong, S. , Kyoung, J. H. , and Kyu Cho, S. (2007). Evaluation of bending moments and shear forces at unit connections of very large floating structures using hydroelastic and rigid body analyses. Ocean engineering, 34(11), 1668-1679. ?
  27. Karmakar, D. , Bhattacharjee, J. , and Sahoo, T. (2009). Wave interaction with multiple articulated floating elastic plates. Journal of Fluids and Structures, 25(6), 1065-1078. ?
  28. Furukawa, T. , Yamada, Y. , Furuta, H. , and Tachibana, E. (1999). Experimental study on vibration control of unit-linked floating structures. In First International Conference on Advances in Structural Engineering and Mechanics (pp. 833-838). ?
  29. Khabakhpasheva, T. I. , and Korobkin, A. A. (2002). Hydroelastic behaviour of compound floating plate in waves. Journal of engineering mathematics, 44(1), 21-40. ?
  30. Kim, B. W. , Kyoung, J. H. , Hong, S. Y. , and Cho, S. K. (2005). Investigation of the Effect of Stiffness Distribution and Structure Shape on Hydroelastic Responses of Very Large Floating Structures. In Proceedings of 15th International Offshore and Polar Engineering Conference (pp. 210-217). ?
  31. Gao, R. P. , Tay, Z. Y. , Wang, C. M. , and Koh, C. G. (2011). Hydroelastic response of very large floating structure with a flexible line connection. Ocean Engineering, 38(17), 1957-1966. ?
  32. Ohta, H. , Torii, T. , Hayashi, N. , Watanabe, E. , Utsunomiya, T. , Sekita, K. , and Sunahara, S. (1999). Effect of attachment of a horizontal/vertical plate on the wave response of a VLFS. Proceedings 3rd International Workshop Very Large Floating Structure, University of Hawaii at Manao, Honolulu, Hawaii, USA, 265-274. ?
  33. Ohta, M. , Ozaki, M. , Matsura, M. , Tanigaki, S. , Shuku, M. , and Inoue, S. (2002, May). A study on progress in anti-wave performance of Mega-float. In Proceedings of the 12 th International Offshore and Polar Engineering Conference (pp. 275-282). ?
  34. Utsunomiya, T. , Watanabe, E. , Kuramoto, M. , Sunahara, S. , Sekita, K. , Hayashi, N. , and Ohta, H. (2000). Wave response analysis of an elastic floating body with submerged horizontal plate. In Soc Naval Arch Japan, Proc 15 th Ocean Engineering Symposium (pp. 179-184). ?
  35. Takagi, K. , Shimada, K. , and Ikebuchi, T. (2000). An anti-motion device for a very large floating structure. Marine structures, 13(4), 421-436. ?
  36. Watanabe, E. , Utsunomiya, T. , Kuramoto, M. , Ohta, H. , Torii, T. , and Hayashi, N. (2003). Wave response analysis of VLFS with an attached submerged plate. International Journal of Offshore and Polar Engineering, 13(3). ?
  37. Pham, D. C. , Wang, C. M. , and Bangun, E. P. (2009). Experimental study on anti-heaving devices for very large floating structure. The IES Journal Part A: Civil and Structural Engineering, 2(4), 255-271. ?
  38. Tavana H. and Khanjani, M. J. (2013). Effect of inclined plate attached to VLFS on RAO. Proceedings of the 7th National Congress on Civil Engineering, Zahedn, Iran.
Index Terms

Computer Science
Information Sciences

Keywords

Hydroelastic floating structure hydrodynamic force