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 69
... displacement of the structure is relatively small in the initial stage of oscillation and a small reaction force is enough to absorb the large kinetic energy of the structure when it oscillates with a large displacement . The displacement ...
... displacement of the structure is relatively small in the initial stage of oscillation and a small reaction force is enough to absorb the large kinetic energy of the structure when it oscillates with a large displacement . The displacement ...
Page 203
... displacement . ( 4 ) Once the water flows into the moon - pool , since the waterway width is abruptly widened , the surface displacement is subdued significantly . 2.5.2 Effect of various appendages ( 1 ) Submerged thin barrier in the ...
... displacement . ( 4 ) Once the water flows into the moon - pool , since the waterway width is abruptly widened , the surface displacement is subdued significantly . 2.5.2 Effect of various appendages ( 1 ) Submerged thin barrier in the ...
Page 294
... displacements of the runway during landing in still water condition ( 0 ~ 15 sec . ) Veltical displacement ( m ) 4.00E - 4 0.00E + 0 -4.00E - 4 -8.00E - 4 Landing in still water ( t = 20 ~ 32.5 sec . ) O : Airplane location -1.20E - 3 ...
... displacements of the runway during landing in still water condition ( 0 ~ 15 sec . ) Veltical displacement ( m ) 4.00E - 4 0.00E + 0 -4.00E - 4 -8.00E - 4 Landing in still water ( t = 20 ~ 32.5 sec . ) O : Airplane location -1.20E - 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