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 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 displacements of the runway during landing in regular waves ( 20-32.5 sec . ) Figure 11 and Figure 12 show the vertical displacements of the runway during taking - off in the long crested irregular waves . The airplane stays ...
... vertical displacements of the runway during landing in regular waves ( 20-32.5 sec . ) Figure 11 and Figure 12 show the vertical displacements of the runway during taking - off in the long crested irregular waves . The airplane stays ...
Page 300
... vertical displacements . Both results show good agreements . We can observe that the vertical displacements of VLFS with a breakwater is reduced to about 1/6 compared with those of the structure without breakwater . Fig.3 shows the ...
... vertical displacements . Both results show good agreements . We can observe that the vertical displacements of VLFS with a breakwater is reduced to about 1/6 compared with those of the structure without breakwater . Fig.3 shows 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