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 387
... mean structure's excursions are predicted by the mean wind , current and wave drift forces and the mooring system's stiffness . Then , the large amplitude slowly varying vessel's motions can be obtained by accounting for the mooring ...
... mean structure's excursions are predicted by the mean wind , current and wave drift forces and the mooring system's stiffness . Then , the large amplitude slowly varying vessel's motions can be obtained by accounting for the mooring ...
Page 391
... Mean Table 10 : GIFT's mean displacements for 160 ° heading . Drift forces obtained by the Far Field Method . Regular waves H = 6m Δθ ( deg ) Ay ( m ) Ay ( m ) Exp Ay ( m ) Exp Mean Δθ ( deg ) Δθ ( deg ) Exp -1.8 1.0 3.8 ÷ 4.2 4.0 -0.1 ...
... Mean Table 10 : GIFT's mean displacements for 160 ° heading . Drift forces obtained by the Far Field Method . Regular waves H = 6m Δθ ( deg ) Ay ( m ) Ay ( m ) Exp Ay ( m ) Exp Mean Δθ ( deg ) Δθ ( deg ) Exp -1.8 1.0 3.8 ÷ 4.2 4.0 -0.1 ...
Page 633
... Mean -0.24 0.05 0.47 1.10 Min -5.79 -5.94 -5.37 -4.48 Max 5.11 6.27 6.52 6.89 rms 1.89 1.72 1.72 1.72 10 year Storm Surge ( m ) E 4 54 3 2 Mean -0.43 0.10 0.89 2.07 0 Min -6.15 -6.47 -5.43 -4.03 No Wind Max 2.94 3.24 4.23 5.78 No ...
... Mean -0.24 0.05 0.47 1.10 Min -5.79 -5.94 -5.37 -4.48 Max 5.11 6.27 6.52 6.89 rms 1.89 1.72 1.72 1.72 10 year Storm Surge ( m ) E 4 54 3 2 Mean -0.43 0.10 0.89 2.07 0 Min -6.15 -6.47 -5.43 -4.03 No Wind Max 2.94 3.24 4.23 5.78 No ...
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