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 219
... linear function of the wave , but with a dominating linear term . The prevalent method for modelling this term is using ( linear ) transfer functions . The remaining purely non - linear part of the load process can be modelled by higher ...
... linear function of the wave , but with a dominating linear term . The prevalent method for modelling this term is using ( linear ) transfer functions . The remaining purely non - linear part of the load process can be modelled by higher ...
Page 224
... linear theory probability of exceedence in percent / 100 relative wave 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 ...
... linear theory probability of exceedence in percent / 100 relative wave 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 ...
Page 523
... linear effects and forces are neglected or approximated in the global strength checks . This is mainly due to the lack of the available technology and customized industrial procedures . Today , modern computers allow us to use a fully ...
... linear effects and forces are neglected or approximated in the global strength checks . This is mainly due to the lack of the available technology and customized industrial procedures . Today , modern computers allow us to use a fully ...
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