Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 3
... wave forces on a jacket - type platform introduced by taking into consideration the instantaneous wave surface elevation are regarded as second - order wave forces . Additional , second - order contributions of wave forces result from ...
... wave forces on a jacket - type platform introduced by taking into consideration the instantaneous wave surface elevation are regarded as second - order wave forces . Additional , second - order contributions of wave forces result from ...
Page 4
... wave frequencies of 0.0557 Hz and 0.167 Hz , significant wave heights of 12 ... forces give rise to a small increase in the response level . However , it ... wave phase effects , under the influence of which , at LSRS of smaller or larger ...
... wave frequencies of 0.0557 Hz and 0.167 Hz , significant wave heights of 12 ... forces give rise to a small increase in the response level . However , it ... wave phase effects , under the influence of which , at LSRS of smaller or larger ...
Page 73
... forces are taken into account in the model by substituting the absolute surge and sway velocities by the ... Wave forces The wave forces on the ship hull are evaluated considering separately the mean wave drift forces , the slow varying ...
... forces are taken into account in the model by substituting the absolute surge and sway velocities by the ... Wave forces The wave forces on the ship hull are evaluated considering separately the mean wave drift forces , the slow varying ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 1 |
Structural Mechanics | 31 |
VOLUME IB OFFSHORE TECHNOLOGY | 41 |
Copyright | |
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added mass amplitude analysis angle boundary breakwater buoy calculated coefficient components computed cylinder damping damping ratio deck device displacement drag coefficient drag force drift forces dynamic effect environmental equations factor Figueira da Foz floating breakwater floating structure flow fluid free surface function hawser heave horizontal hydrodynamic incident wave increase inertia length linear maximum method mooring line mooring system natural frequency nonlinear North Sea obtained offshore structures OMAE operations optimal oscillating parameters peak platform predicted pressure pump random waves resonant response Reynolds number riser sensor ship shown in Figure simulation solution spectral spectral density stability surface elevation surge Table tanker tension theory TPM system transmission coefficient turbine values velocity velocity potential verification vertical vessel water depth wave drift wave energy wave forces wave frequency wave height wave loading wave period wave power wind wire rope