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 189
... developed feasibility studies of the lazy - wave configuration of steel catenary risers ( SLWR ) connected to a turret - moored FPSO and to the border of a spread - moored FSO , in Campos Basin , at water depths of 1290m and 1800m ...
... developed feasibility studies of the lazy - wave configuration of steel catenary risers ( SLWR ) connected to a turret - moored FPSO and to the border of a spread - moored FSO , in Campos Basin , at water depths of 1290m and 1800m ...
Page 199
... developed to perform a linearized frequency domain analysis aiming at fatigue damage verification . Two drilling risers were analyzed with the frequency domain procedure developed . The model of a steel lazy - wave riser was analyzed ...
... developed to perform a linearized frequency domain analysis aiming at fatigue damage verification . Two drilling risers were analyzed with the frequency domain procedure developed . The model of a steel lazy - wave riser was analyzed ...
Page 297
... developed . Efficient Quasi - 2DOF Model The governing equations of motion of the 2DOF model show that the coupling effects of heave on roll are represented in two distinctive mechanisms . First , the relative heave motion to wave ...
... developed . Efficient Quasi - 2DOF Model The governing equations of motion of the 2DOF model show that the coupling effects of heave on roll are represented in two distinctive mechanisms . First , the relative heave motion to wave ...
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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