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
... height is reached due to wave blocking . At this point wave steepness exceeds the allowable breaking value and the numerical model is stopped . The reason is when the wave propagates against an opposite current the wave height increases ...
... height is reached due to wave blocking . At this point wave steepness exceeds the allowable breaking value and the numerical model is stopped . The reason is when the wave propagates against an opposite current the wave height increases ...
Page 231
... height 190.5mm through the experiment . The incident wave directions are 0-0 [ rad ] . 3/2 7/4 3500 2500 1500 0 3500 ... Height = 7.5cm Height = -5.0cm 0.5 0 2 0.5 -0.5 0 0 0.4 3500 3500 z / no 0.3 0.9 [ sec ] 2 / ηο -1 0.9 [ sec ] 74 ...
... height 190.5mm through the experiment . The incident wave directions are 0-0 [ rad ] . 3/2 7/4 3500 2500 1500 0 3500 ... Height = 7.5cm Height = -5.0cm 0.5 0 2 0.5 -0.5 0 0 0.4 3500 3500 z / no 0.3 0.9 [ sec ] 2 / ηο -1 0.9 [ sec ] 74 ...
Page 378
... height are derived with the follow- ing considerations : Given an extremely long registration the probability of ... height QHmax ( H ) depending on number of waves Nw , as well as associ- ated maximum wave height distribution Hmax ( H ) ...
... height are derived with the follow- ing considerations : Given an extremely long registration the probability of ... height QHmax ( H ) depending on number of waves Nw , as well as associ- ated maximum wave height distribution Hmax ( H ) ...
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