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 62
... TLD deck . The weights can be skidded inside the RAS to obtain the required pretension in the risers or when adding new production risers to the TLD . This system enables the vessel to heave , pitch and roll with respect to the TLD deck ...
... TLD deck . The weights can be skidded inside the RAS to obtain the required pretension in the risers or when adding new production risers to the TLD . This system enables the vessel to heave , pitch and roll with respect to the TLD deck ...
Page 64
... TLD deck . The horizontal excursions of the barge and the TLD deck are nearly the same as the deck horizontal motions are coupled with the barge . 100 - year swell coming from 22.5 ° from the stern results in the maximum offset of the ...
... TLD deck . The horizontal excursions of the barge and the TLD deck are nearly the same as the deck horizontal motions are coupled with the barge . 100 - year swell coming from 22.5 ° from the stern results in the maximum offset of the ...
Page 65
... TLD Deck Motions stiffness provided by the risers , causes a relative surge between the deck and the barge . For barge sway motion , similar behavior is seen for the roll , heave and relative sway of the deck . Figure 9 shows the ...
... TLD Deck Motions stiffness provided by the risers , causes a relative surge between the deck and the barge . For barge sway motion , similar behavior is seen for the roll , heave and relative sway of the deck . Figure 9 shows the ...
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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