Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 113
... numerical simulation of sloshing . It should be investigated , however , how accurate the results of this type of simulations are for this complex flow problem . The present paper first presents the details of a numerical model , an ...
... numerical simulation of sloshing . It should be investigated , however , how accurate the results of this type of simulations are for this complex flow problem . The present paper first presents the details of a numerical model , an ...
Page 350
... NUMERICAL SIMULATION The software package VisFlo ( version 2 ) by Det Norske Veritas was employed for numerical simulation of the effect of non - linear compliance on VIV . VisFlo was developed as part of the Joint Industry Project ...
... NUMERICAL SIMULATION The software package VisFlo ( version 2 ) by Det Norske Veritas was employed for numerical simulation of the effect of non - linear compliance on VIV . VisFlo was developed as part of the Joint Industry Project ...
Page 430
... numerical tests also confirm that the drag coefficient decreases when the draught increases . = For the case d = 20 cm and A 5 cm an additional simulation has been carried out with the Icare model so that velocity fields can be compared ...
... numerical tests also confirm that the drag coefficient decreases when the draught increases . = For the case d = 20 cm and A 5 cm an additional simulation has been carried out with the Icare model so that velocity fields can be compared ...
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amplitude analysis ASME axial barge caisson calculated Campos Basin catenary coefficient comparison computed Conference on Offshore configuration Copyright damping deck diameter diffraction displacement draft drag drag coefficient dynamic effect equations Figure finite element flow fluid force FPSO frequency domain heave hot spot stress hull hydrodynamic installation interaction jacket kips linear load load transfer located longitudinal maximum measured Mechanics and Arctic method mode model test Model-I mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures parameters peak performed Petrobras pipe platform polyester predicted pressure ratio Rayleigh distribution response Reynolds number riser Riser Tensioning S-N curve seastates shear shown in Fig simulation soil spectral spectrum spudcan steel stiffness subsea Table transverse upstream cylinder values velocity velocity potential vertical vessel vibration vortex vortex induced vibrations water depth wave height Weibull distribution Y Force