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kw.\*:("Very large floating structure")

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Reducing hydroelastic response of pontoon-type very large floating structures using flexible connector and gill cellsGAO, R. P; WANG, C. M; KOH, C. G et al.Engineering structures. 2013, Vol 52, pp 372-383, issn 0141-0296, 12 p.Article

Evaluation of modal stress resultants in freely vibrating platesWANG, C. M; XIANG, Y; UTSUNOMIYA, T et al.International journal of solids and structures. 2001, Vol 38, Num 36-37, pp 6525-6558, issn 0020-7683Article

Connection design for two-floating beam system for minimum hydroelastic responseRIYANSYAH, Muhammad; WANG, C. M; CHOO, Y. S et al.Marine structures. 2010, Vol 23, Num 1, pp 67-87, issn 0951-8339, 21 p.Article

Integrated hydrodynamic-structural analysis of very large floating structures (VLFS)SETO, Hideyuki; OHTA, Makoto; OCHI, Mayumi et al.Marine structures. 2005, Vol 18, Num 2, pp 181-200, issn 0951-8339, 20 p.Conference Paper

A study on the estimation of the seaquake response of a floating structure considering the characteristics of seismic wave propagation in the ground and the waterTAKAMURA, Hiroaki; MASUDA, Koichi; MAEDA, Hisaaki et al.Journal of marine science and technology. 2003, Vol 7, Num 4, pp 164-174, issn 1023-2796, 11 p.Article

Transient responses of a VLFS during landing and take-off of an airplaneKASHIWAGI, Masashi.Journal of marine science and technology. 2004, Vol 9, Num 1, pp 14-23, issn 1023-2796, 10 p.Article

Assessment of environmental variations caused by a very large floating structure in a semi-closed bayKITAZAWA, Daisuke; TABETA, Shigeru; FUJINO, Masataka et al.Environmental monitoring and assessment. 2010, Vol 165, Num 1-4, pp 461-474, issn 0167-6369, 14 p.Article

Benchmark hydroelastic responses of a circular VLFS under wave actionWATANABE, E; UTSUNOMIYA, T; WANG, C. M et al.Engineering structures. 2006, Vol 28, Num 3, pp 423-430, issn 0141-0296, 8 p.Article

Minimizing differential deflection in a pontoon-type, very large floating structure via gill cellsWANG, C. M; WU, T. Y; CHOO, Y. S et al.Marine structures. 2006, Vol 19, Num 1, pp 70-82, issn 0951-8339, 13 p.Article

Efficient hydrodynamic analysis of very large floating structuresNEWMAN, J. N.Marine structures. 2005, Vol 18, Num 2, pp 169-180, issn 0951-8339, 12 p.Conference Paper

Effectiveness and optimal design of gill cells in minimizing differential deflection in circular VLFSWANG, C. M; PHAM, D. C; ANG, K. K et al.Engineering structures. 2007, Vol 29, Num 8, pp 1845-1853, issn 0141-0296, 9 p.Article

Hydroelastic response of a matlike floating circular plate advancing in wavesMATSUI, Tetsuya.Journal of offshore mechanics and Arctic engineering. 2007, Vol 129, Num 3, pp 201-210, issn 0892-7219, 10 p.Article

LSFD method for accurate vibration modes and modal stress-resultants of freely vibrating plates that model VLFSWANG, C. M; WU, W. X; SHU, C et al.Computers & structures. 2006, Vol 84, Num 31-32, pp 2329-2339, issn 0045-7949, 11 p.Article

Hydroelastic responses and interactions of floating fuel storage modules placed side-by-side with floating breakwatersTAY, Z. Y; WANG, C. M; UTSUNOMIYA, T et al.Marine structures. 2009, Vol 22, Num 3, pp 633-658, issn 0951-8339, 26 p.Article

Three-dimensional time-domain analysis of very large floating structures subjected to unsteady external loadingQIU LIUCHAO; LIU HUA.Journal of offshore mechanics and Arctic engineering. 2007, Vol 129, Num 1, pp 21-28, issn 0892-7219, 8 p.Article

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