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 94
... force counts at most only 30 percent of the total lift force . Mair and Maull ( 1971 ) suggested a resolved drag model . This model is based upon the observation that due to the entrainment of fluid into the wake , the flow velocity at ...
... force counts at most only 30 percent of the total lift force . Mair and Maull ( 1971 ) suggested a resolved drag model . This model is based upon the observation that due to the entrainment of fluid into the wake , the flow velocity at ...
Page 144
... force coefficient and phase provides the magnitude of the transverse forces . Note that the transverse force magnitude associated only with the uniform flow must be found at the end of each half cycle , where the wave kinematics ...
... force coefficient and phase provides the magnitude of the transverse forces . Note that the transverse force magnitude associated only with the uniform flow must be found at the end of each half cycle , where the wave kinematics ...
Page 187
... force below still water level takes a large scale of the total force , so that the free surface becomes less ... forces Wave forces Relative without 187 10.
... force below still water level takes a large scale of the total force , so that the free surface becomes less ... forces Wave forces Relative without 187 10.
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