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 148
... solution of each segment is given by a summation of homogeneous solutions and a particular solution of Eq . ( 1 ) . Particular solution of Eq . ( 1 ) is u = Hg EA ( L x - | + C1x + C2 Homogeneous solutions are ear cos ( Bx + w ! ) ear ...
... solution of each segment is given by a summation of homogeneous solutions and a particular solution of Eq . ( 1 ) . Particular solution of Eq . ( 1 ) is u = Hg EA ( L x - | + C1x + C2 Homogeneous solutions are ear cos ( Bx + w ! ) ear ...
Page 381
... solution of governing hydrodynamic and structural dynamic equations of motion . These two solutions are combined to obtain a complete flow - structure solution using a number of individual CFD solutions in conjunction with the ...
... solution of governing hydrodynamic and structural dynamic equations of motion . These two solutions are combined to obtain a complete flow - structure solution using a number of individual CFD solutions in conjunction with the ...
Page 584
... solution is obtained , given the function describing the static effective tension along the riser length . Such an analytical solution does not take into account the bending stiffness and the soil rigidity , which locally affect the ...
... solution is obtained , given the function describing the static effective tension along the riser length . Such an analytical solution does not take into account the bending stiffness and the soil rigidity , which locally affect the ...
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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