Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 78
... VLFS are too large to ensure the safety of an airplane during its landing or taking off , when exposed to severe open sea ( Mega - Float Sub - Committee , 1997 ) . The usage of a breakwater system is thus indispensable to guarantee both ...
... VLFS are too large to ensure the safety of an airplane during its landing or taking off , when exposed to severe open sea ( Mega - Float Sub - Committee , 1997 ) . The usage of a breakwater system is thus indispensable to guarantee both ...
Page 93
... VLFS - Part - 3 Structural Response and Strength- 20m 20m 20m Fig.1 Structural configuration of FBSP upper deck ... VLFS with breakwater systems using submerged plates ( Sub - Plate VLFS ) are investigated . Model tests are carried out ...
... VLFS - Part - 3 Structural Response and Strength- 20m 20m 20m Fig.1 Structural configuration of FBSP upper deck ... VLFS with breakwater systems using submerged plates ( Sub - Plate VLFS ) are investigated . Model tests are carried out ...
Page 333
... VLFS , however , is decreased around 0.25 to 0.30 . ELEVATION OF FLOATING BODY IN WAVES ave Figure 8 shows the ... VLFS for ẞ = 90 degree is largest among three wave angle examined in hydraulic model tests . nave / H1 / 3 ° Zave / H1 / 3 ...
... VLFS , however , is decreased around 0.25 to 0.30 . ELEVATION OF FLOATING BODY IN WAVES ave Figure 8 shows the ... VLFS for ẞ = 90 degree is largest among three wave angle examined in hydraulic model tests . nave / H1 / 3 ° Zave / H1 / 3 ...
Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
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20th International Conference ABAQUS air chamber amplitude analysis angle Arctic Engineering beam bending breakwater bridge calculated CO₂ coefficient Conference on Offshore connector construction damping deformation developed diffraction distribution drift force dynamic ecosystem model effect elastic response environmental equation experimental FBSP Feb May Aug fence Figure floating breakwater flow freak waves frequency function girder guide vane hindcast HIPAN horizontal hydrodynamic hydroelastic response incident wave Japan Large Floating Structures layer linear load maneuvers measured Mechanics and Arctic Mega-Float method Mobile Offshore Base model tests modules moon-pool mooring forces mooring system motion mussels non-linear ocean Offshore Mechanics PETROBRAS phytoplankton predicted RADARSAT-1 reef regular waves rigid Rio de Janeiro ship shoreline shown shows significant wave height simulation submerged plate suction Tokyo Bay turbine Uchiumi velocity vertical displacements VLFS water depth wave energy absorbing wave period wave power wind