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 68
... wave run - up regions and a factor of 2 at other locations over the incident waves . According to [ 4 ] , in irregular waves , wave amplification is not as dramatic as in regular waves , but [ 5 ] showed that wave elevations under a 4 ...
... wave run - up regions and a factor of 2 at other locations over the incident waves . According to [ 4 ] , in irregular waves , wave amplification is not as dramatic as in regular waves , but [ 5 ] showed that wave elevations under a 4 ...
Page 101
... wave that we have used in our computation , becomes O ( 103m ) ( w.r.t. incident wave ) when normalized current parameter reaches the value U / C , = 0.589 for the case of a wave with a following current . This is because when wave and ...
... wave that we have used in our computation , becomes O ( 103m ) ( w.r.t. incident wave ) when normalized current parameter reaches the value U / C , = 0.589 for the case of a wave with a following current . This is because when wave and ...
Page 383
... wave train and resulting relative motions . At left a conventional wave train , in the middle two wave packets with different concentration points ( the two wave packets are plotted in the same picture ) and at right hand side the irregular ...
... wave train and resulting relative motions . At left a conventional wave train , in the middle two wave packets with different concentration points ( the two wave packets are plotted in the same picture ) and at right hand side the irregular ...
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