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 339
... approach one avoids introducing uncertainties through the fitting of a 2- parameter Weibull model to the global maxima samples . This approach should be the recommended approach if the very upper tail of the global maxima distribution ...
... approach one avoids introducing uncertainties through the fitting of a 2- parameter Weibull model to the global maxima samples . This approach should be the recommended approach if the very upper tail of the global maxima distribution ...
Page 545
... approach one and two showed a significant difference . In the first approach the extreme mooring force was predicted from the extreme excursion . In the second approach the extreme mooring force was predicted directly from the mooring ...
... approach one and two showed a significant difference . In the first approach the extreme mooring force was predicted from the extreme excursion . In the second approach the extreme mooring force was predicted directly from the mooring ...
Page 571
... Approach Angle The 143 ft draft caisson at 9 knots flood was tested at three different approach angles for current ( Fig . 2 ) . The zero degree refers to the approach angle of 16 degrees to the caisson . The results are shown in Table ...
... Approach Angle The 143 ft draft caisson at 9 knots flood was tested at three different approach angles for current ( Fig . 2 ) . The zero degree refers to the approach angle of 16 degrees to the caisson . The results are shown in Table ...
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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