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 309
vessel on the mooring line at the point of attachment to the vessel ( an end - point condition ) . In addition , U is the current speed acting in the x direction . The tension in each of the catenary end points is given by T. = √√ T2 ...
vessel on the mooring line at the point of attachment to the vessel ( an end - point condition ) . In addition , U is the current speed acting in the x direction . The tension in each of the catenary end points is given by T. = √√ T2 ...
Page 328
... vessel is divided into a number of strips / sections on which two - dimensional wave and motion induced load variables are calculated . The total loads acting on the vessel are obtained by the integral summation of the sectional forces ...
... vessel is divided into a number of strips / sections on which two - dimensional wave and motion induced load variables are calculated . The total loads acting on the vessel are obtained by the integral summation of the sectional forces ...
Page 330
... vessel . However , more complete validation through the model test should be carried out . Results on low- and main - wave frequencies Since a moored vessel experiences large motions at low wave frequencies , the hull girder load ...
... vessel . However , more complete validation through the model test should be carried out . Results on low- and main - wave frequencies Since a moored vessel experiences large motions at low wave frequencies , the hull girder load ...
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