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 67
... waves ) conditions to measure the air gap at eight different locations by using wave probes at these points and to measure the wave vertical impact forces by using load cells located at three different positions , as well . The eight wave ...
... waves ) conditions to measure the air gap at eight different locations by using wave probes at these points and to measure the wave vertical impact forces by using load cells located at three different positions , as well . The eight wave ...
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 ...
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