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 39
... obtained through a Poisson equation , to satisfy the continuity equation . Finally , the boundary conditions on velocity are applied to get the velocity at the next time step . In this section , we present this procedure in semidiscrete ...
... obtained through a Poisson equation , to satisfy the continuity equation . Finally , the boundary conditions on velocity are applied to get the velocity at the next time step . In this section , we present this procedure in semidiscrete ...
Page 264
... obtain a more rigorous result of mooring line response by time domain calculation . These results can be used as a criterion to judge if the results obtained by perturbation method are acceptable . In this paper we at first calculate ...
... obtain a more rigorous result of mooring line response by time domain calculation . These results can be used as a criterion to judge if the results obtained by perturbation method are acceptable . In this paper we at first calculate ...
Page 338
... obtained . At first , from avr ( b ) and avr ( c ) that are average of the data during the section ( B ) and ( C ) respectively , the drag force by a yaw motion in still water is obtained as follows ; D1 = avr ( c ) avr ( b ) ( 3-2 ) ...
... obtained . At first , from avr ( b ) and avr ( c ) that are average of the data during the section ( B ) and ( C ) respectively , the drag force by a yaw motion in still water is obtained as follows ; D1 = avr ( c ) avr ( b ) ( 3-2 ) ...
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