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 101
... wave height reduces with current and disappears when the current is strong enough to eliminate the wave amplitude from the combined wave - current field . For the case when wave and current are in opposite directions the maximum wave height ...
... wave height reduces with current and disappears when the current is strong enough to eliminate the wave amplitude from the combined wave - current field . For the case when wave and current are in opposite directions the maximum wave height ...
Page 378
... height are derived with the follow- ing considerations : Given an extremely long registration the probability of exceedence for one arbitrarily selected wave ... wave height QHmax ( H ) depending on number of waves Nw , as well as associ- ...
... height are derived with the follow- ing considerations : Given an extremely long registration the probability of exceedence for one arbitrarily selected wave ... wave height QHmax ( H ) depending on number of waves Nw , as well as associ- ...
Page 382
... wave height Wave packet 2 Wave packet 1 ( from spectrum with. < ( 1 ) [ m ] 2 1 [ w ] ( 0 ) 2 -1 ( w ) ( 1 ) s 1500 0.4 0.2 0 -0.2 Irregular wave sequence ( Hs = 2m , TO = 5s ) 2000 Vertical relative motion ( Lift state 3 , B = 0 ...
... wave height Wave packet 2 Wave packet 1 ( from spectrum with. < ( 1 ) [ m ] 2 1 [ w ] ( 0 ) 2 -1 ( w ) ( 1 ) s 1500 0.4 0.2 0 -0.2 Irregular wave sequence ( Hs = 2m , TO = 5s ) 2000 Vertical relative motion ( Lift state 3 , B = 0 ...
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 Copyright 2006 curve cylinder damping deck diameter displacement drag coefficient dynamic effects Engineering June 4-9 equation experimental fatigue damage floating frequency domain function heave plates hull hydrodynamic impact interaction jacket linear matrix maximum measured Mechanics and Arctic method mode model tests motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics offshore structures OMAE2006 25th International oscillation parameters pile pipe predicted presented Proceedings of OMAE2006 ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine