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 486
... shown along with the measured maximum roll and pitch . The values are obtained from the plots provided by TNC for these days , from archived data . In order to emphasize the plot , certain factors are used to bring the scales of all ...
... shown along with the measured maximum roll and pitch . The values are obtained from the plots provided by TNC for these days , from archived data . In order to emphasize the plot , certain factors are used to bring the scales of all ...
Page 500
... shown in Figure 11. Further details are included in a companion paper [ 8 ] . Pretension ( Kips ) 500 400 400 350 300 300 300 250 300 300 200 250 250 200 200 250 200 250 200 200 200 150 100 0 47ft 51ft 61ft 67ft 76ft 79ft - 16 79ft - 32 ...
... shown in Figure 11. Further details are included in a companion paper [ 8 ] . Pretension ( Kips ) 500 400 400 350 300 300 300 250 300 300 200 250 250 200 200 250 200 250 200 200 200 150 100 0 47ft 51ft 61ft 67ft 76ft 79ft - 16 79ft - 32 ...
Page 509
... shown in prototype units . Test results for one intact case are shown in Fig . 5. It shows the maximum tensions in lines for the ebb case tested for the 143 - ft draft . The limiting tension values are shown with thick horizontal lines ...
... shown in prototype units . Test results for one intact case are shown in Fig . 5. It shows the maximum tensions in lines for the ebb case tested for the 143 - ft draft . The limiting tension values are shown with thick horizontal lines ...
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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