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 21
Fig . 9 shows that the water relative depth , d / L , effects on equivalent depth of wave - induced scour in which the more the water depth , the less the equivalent scour depth . Also the figure shows that in shallow water , the ...
Fig . 9 shows that the water relative depth , d / L , effects on equivalent depth of wave - induced scour in which the more the water depth , the less the equivalent scour depth . Also the figure shows that in shallow water , the ...
Page 329
... water depths The minimum effective tension decreases with increasing water depth and the length of line in compression increases , see Figure 4 and Table 2 . Eff . tension ( kN ) 3000 1800 m 1200 m 800 m 500 m 2500 300 m 2000 1500 1000 ...
... water depths The minimum effective tension decreases with increasing water depth and the length of line in compression increases , see Figure 4 and Table 2 . Eff . tension ( kN ) 3000 1800 m 1200 m 800 m 500 m 2500 300 m 2000 1500 1000 ...
Page 331
... water depth 330 motion cases without wave kinematics ; variation of water depth , motion period and amplitude . 300 - 1800 m water depth 330 motin cases - min force max moment 8 motion cases - min force max moment 25 wave cases - min ...
... water depth 330 motion cases without wave kinematics ; variation of water depth , motion period and amplitude . 300 - 1800 m water depth 330 motin cases - min force max moment 8 motion cases - min force max moment 25 wave cases - min ...
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