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 75
... DAMPING COEFFICIENT ( 2 ) = 0.11 % 1.45 1.40 1 35 1.30 1.25 1.20 1 15 1.10 1.05 0 200 400 600 800 1000 1200 TIME ( S ) Referring to pipe - in - pipe damping coefficients , it can be observed that damping mechanism , again , positively ...
... DAMPING COEFFICIENT ( 2 ) = 0.11 % 1.45 1.40 1 35 1.30 1.25 1.20 1 15 1.10 1.05 0 200 400 600 800 1000 1200 TIME ( S ) Referring to pipe - in - pipe damping coefficients , it can be observed that damping mechanism , again , positively ...
Page 330
... damping is included in the riser seafloor contact . The option to specify damping for from seafloor contact was therefore added . The damping is specified as damping force per unit length riser per unit velocity ; e.g. in N / ( m m / s ) ...
... damping is included in the riser seafloor contact . The option to specify damping for from seafloor contact was therefore added . The damping is specified as damping force per unit length riser per unit velocity ; e.g. in N / ( m m / s ) ...
Page 449
... damping coefficient of the truss in the first - order surge problem for the second - order problem . The viscous radiation damping force obtained from this model can be added to the radiation side of the incompressible irrotational slow ...
... damping coefficient of the truss in the first - order surge problem for the second - order problem . The viscous radiation damping force obtained from this model can be added to the radiation side of the incompressible irrotational slow ...
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