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 293
... Vertical displacement ( m ) 0.0005 -0.0005 -0.001 0935 0 B adth ( m ) 600 400 200 -200 -400 -600 x ( m ) Figure 3. The vertical displacements of the VLFS during landing in the still water condition . ( 20 , 25 , 32.5 sec . ) In the ...
... Vertical displacement ( m ) 0.0005 -0.0005 -0.001 0935 0 B adth ( m ) 600 400 200 -200 -400 -600 x ( m ) Figure 3. The vertical displacements of the VLFS during landing in the still water condition . ( 20 , 25 , 32.5 sec . ) In the ...
Page 294
... vertical displacements at t = 30 sec . and t = 32.5 sec . are less than that at t = 25 sec . 4.00E - 4 Landing in still water ( t = 0 ~ 15 sec . ) Vertical displacement ( m ) 5.00E - 4 Taking - off in still water ( t = 25 ~ 32.5 sec ...
... vertical displacements at t = 30 sec . and t = 32.5 sec . are less than that at t = 25 sec . 4.00E - 4 Landing in still water ( t = 0 ~ 15 sec . ) Vertical displacement ( m ) 5.00E - 4 Taking - off in still water ( t = 25 ~ 32.5 sec ...
Page 295
Vertical displacement ( m ) 1.00 0.50 0.00 -0.50 --- Landing in regular wave ( t = 20 ~ 32.5 sec . ) t = 20 sec . -t ... displacements of the runway during landing in regular waves ( 20-32.5 sec . ) Figure 11 and Figure 12 show the ...
Vertical displacement ( m ) 1.00 0.50 0.00 -0.50 --- Landing in regular wave ( t = 20 ~ 32.5 sec . ) t = 20 sec . -t ... displacements of the runway during landing in regular waves ( 20-32.5 sec . ) Figure 11 and Figure 12 show the ...
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 irregular waves 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 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