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 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 ) ...
Page 382
... height cause high or low re- sponses due to different group characteristics of the exciting waves . The investigation of only one 1000 - wave - sample is ev- idently not sufficient as the joint probability of wave height and group ...
... height cause high or low re- sponses due to different group characteristics of the exciting waves . The investigation of only one 1000 - wave - sample is ev- idently not sufficient as the joint probability of wave height and group ...
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