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 115
... fluid ( 0 ≤F ≤1 ) . For bodies moving through the fluid , the geometry aperture may vary in time . The time - dependent fluid aperture F , indicates which fraction of a cell is actually occupied by fluid and satisfies the relation 0 ...
... fluid ( 0 ≤F ≤1 ) . For bodies moving through the fluid , the geometry aperture may vary in time . The time - dependent fluid aperture F , indicates which fraction of a cell is actually occupied by fluid and satisfies the relation 0 ...
Page 116
... fluid motion by solving the incompressible Navier - Stokes equations . One type of fluid flow is considered , with a void where no fluid is present . Possibility to model an arbitrary number of fixed objects in the fluid . The objects ...
... fluid motion by solving the incompressible Navier - Stokes equations . One type of fluid flow is considered , with a void where no fluid is present . Possibility to model an arbitrary number of fixed objects in the fluid . The objects ...
Page 562
... fluid this equation is valid . However , for small relative velocities the quadratic behaviour is not valid and a linear dependence of the velocity should be considered . REFERENCES [ 1 ] Païdoussis , M.P. , 1998 , Fluid - Structure ...
... fluid this equation is valid . However , for small relative velocities the quadratic behaviour is not valid and a linear dependence of the velocity should be considered . REFERENCES [ 1 ] Païdoussis , M.P. , 1998 , Fluid - Structure ...
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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