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 441
... mooring line was applied so that the static offset curve of the polyester mooring system resembles that of the original steel mooring system . It should be noted that the match of their static offset curves does not necessarily imply an ...
... mooring line was applied so that the static offset curve of the polyester mooring system resembles that of the original steel mooring system . It should be noted that the match of their static offset curves does not necessarily imply an ...
Page 529
... moored in place to hold it against the flood and ebb currents in the Narrows . During the mooring system design , a desired pretension is established for the lines at each draft . However , due to practical limitations in the field some ...
... moored in place to hold it against the flood and ebb currents in the Narrows . During the mooring system design , a desired pretension is established for the lines at each draft . However , due to practical limitations in the field some ...
Page 545
... mooring forces ( KN ) Prediction of the maximum horizontal mooring forces -2.00 • Simulation data 14000 12000 10000 8000 6000 4000 2000 R - 0.9637 -1.00 0.00 100 2.00 3.00 4.00 5.00 6.00 -In ( -In ( p ) ) Figure 11 : Extreme mooring ...
... mooring forces ( KN ) Prediction of the maximum horizontal mooring forces -2.00 • Simulation data 14000 12000 10000 8000 6000 4000 2000 R - 0.9637 -1.00 0.00 100 2.00 3.00 4.00 5.00 6.00 -In ( -In ( p ) ) Figure 11 : Extreme mooring ...
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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