Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 1American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 224
... motion at centreline bow in m = extreme value in relative motions in m || || = standard deviation = T = = U u VAN CS2D = spectral peak period of wave spectrum in s wave period in s water front velocity in dambreaking problem in m / s ...
... motion at centreline bow in m = extreme value in relative motions in m || || = standard deviation = T = = U u VAN CS2D = spectral peak period of wave spectrum in s wave period in s water front velocity in dambreaking problem in m / s ...
Page 364
... motion responses in surge , sway , heave and pitch are also very good in agreement between the computations and experiments , but in Fig . 4-4 and Fig 4-6 for the roll and yaw motions , numerical results reveal some deviation from the ...
... motion responses in surge , sway , heave and pitch are also very good in agreement between the computations and experiments , but in Fig . 4-4 and Fig 4-6 for the roll and yaw motions , numerical results reveal some deviation from the ...
Page 465
... motion of the wave along the FPSO hull . The relative wave motion is calculated as wave elevation at a given hull position , subtracted by the vertical motion of the ship at the same position . A first order three - dimensional ...
... motion of the wave along the FPSO hull . The relative wave motion is calculated as wave elevation at a given hull position , subtracted by the vertical motion of the ship at the same position . A first order three - dimensional ...
Contents
HYDRODYNAMIC FORCES | 1 |
OMAE99OFT4071 | 9 |
OMAE99OFT4072 | 19 |
Copyright | |
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amplitude analysis angle applied approach approximately ASME assumed axial boundary buoy buoyancy cable calculated coefficient compared comparison components computed Conference configuration connector considered Copyright cylinder damping defined depending determine developed diameter direction discrete displacement distribution domain drag dynamic effect element Engineering equation experimental experiments expressed falling fatigue Figure floating flow fluid force FPSO frequency function geometry given height horizontal hydrodynamic increase initial International length lift force linear load Marine mass maximum mean measured Mechanics method mode module mooring line motion nonlinear obtained Offshore operation parameters performed period platform position prediction presented pressure problem range relative respectively response riser rope ship shown shows side simulation solution spheres spray stiffness stress structure surface Table tension tests transverse values velocity vertical vessel water depth wave