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 36
... tanks with various lengths and sometimes the transverse bulkheads in wing tanks not in line with those in center tanks . One SafeHull “ 3 - tank- length " model cannot represent all tank arrangements , as such multiple " 3 - tank ...
... tanks with various lengths and sometimes the transverse bulkheads in wing tanks not in line with those in center tanks . One SafeHull “ 3 - tank- length " model cannot represent all tank arrangements , as such multiple " 3 - tank ...
Page 113
... tank . However , the development of Navier - Stokes solvers with a detailed handling of the free surface , nowadays allows the numerical simulation of sloshing . It should be investigated , however , how accurate the results of this ...
... tank . However , the development of Navier - Stokes solvers with a detailed handling of the free surface , nowadays allows the numerical simulation of sloshing . It should be investigated , however , how accurate the results of this ...
Page 118
... tank was set up ( Figure 10 , Figure 11 ) . Location of pressure transducers The duration of the test was about 30 minutes , yielding more than 1000 cycles or sloshing pressure pulses . Results of twenty of such pulses are shown in ...
... tank was set up ( Figure 10 , Figure 11 ) . Location of pressure transducers The duration of the test was about 30 minutes , yielding more than 1000 cycles or sloshing pressure pulses . Results of twenty of such pulses are shown in ...
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Common terms and phrases
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