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 187
... predicted maximum hourly loads with measurements at Tern for broadside loading suggest that the former are too large ( i.e. the predictions are conservative ) . There are many potential sources for this effect . In particular , WAJAC ...
... predicted maximum hourly loads with measurements at Tern for broadside loading suggest that the former are too large ( i.e. the predictions are conservative ) . There are many potential sources for this effect . In particular , WAJAC ...
Page 201
... predicted velocities at certain depths , values are linearly interpolated . The resulting design profile may appear ... predicted ( linear ) crest height , which implies that non - linear contributions to the kinematics are neglected ...
... predicted velocities at certain depths , values are linearly interpolated . The resulting design profile may appear ... predicted ( linear ) crest height , which implies that non - linear contributions to the kinematics are neglected ...
Page 458
... predicted line loads are given in figure 14. It can be seen that all the numerical predictions give generally similar results ( A drag coefficient Cd of 1.2 ( Yuh - Lin Hwang 1995 ) was used based on a volumetrically equivalent diameter ) ...
... predicted line loads are given in figure 14. It can be seen that all the numerical predictions give generally similar results ( A drag coefficient Cd of 1.2 ( Yuh - Lin Hwang 1995 ) was used based on a volumetrically equivalent diameter ) ...
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