Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1American Society of Mechanical Engineers, 2006 - Arctic regions |
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Page 323
... bottom ; and 1.0 m / s on the top and 0.1 m / s at the bottom . The wave period is 16 s . Distance from the sea bottom [ m ] Maximum Envelopes of Motion In - line 2000.0 1800.0 Presence of waves and current for two different values of ...
... bottom ; and 1.0 m / s on the top and 0.1 m / s at the bottom . The wave period is 16 s . Distance from the sea bottom [ m ] Maximum Envelopes of Motion In - line 2000.0 1800.0 Presence of waves and current for two different values of ...
Page 324
... bottom . Axial stresses are combined at the same point in the riser cross section , as before . Results are presented considering two situations : only bending stresses due to in - line loads , and bending due to the composition of the ...
... bottom . Axial stresses are combined at the same point in the riser cross section , as before . Results are presented considering two situations : only bending stresses due to in - line loads , and bending due to the composition of the ...
Page 428
... bottom : 740.0 , 1220.0 , 1780.0 and 2700.0 m respectively . In the figures , the first three results are riser motion and the last one is the buoy motion . Two constant current profiles are adopted for this numerical simulation , 0.5 m ...
... bottom : 740.0 , 1220.0 , 1780.0 and 2700.0 m respectively . In the figures , the first three results are riser motion and the last one is the buoy motion . Two constant current profiles are adopted for this numerical simulation , 0.5 m ...
Contents
OFFSHORE TECHNOLOGY | 1 |
OMAE200692014 | 7 |
OMAE200692055 | 23 |
Copyright | |
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25th International Conference added mass amplitude analysis applied Arctic Engineering June ASME axial behavior bending bending moment boundary caisson calculated catenary coefficients collision computed Conference on Offshore configuration considered Copyright 2006 curve cylinder damping deck diameter displacement dynamic effects Engineering June 4-9 equation experimental fatigue damage floating force frequency domain function heave hull hydrodynamic impact interaction jacket linear LNG carrier matrix maximum measured Mechanics and Arctic method mode mode shapes model tests mooring lines motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics oscillation parameters pile pipe plate platform predicted presented ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table tank Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine