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 46
... DISTRIBUTION For the study of maximum green water surface elevation , the interest is not so much in the wave height or spectrum , but more in the crest elevation . Rayleigh distribution To first order , crest heights 7 follow the ...
... DISTRIBUTION For the study of maximum green water surface elevation , the interest is not so much in the wave height or spectrum , but more in the crest elevation . Rayleigh distribution To first order , crest heights 7 follow the ...
Page 47
... distribution 0.4 0.2 103 Figure 11. Undisturbed probabilities compared to the Weibull distribution for tests 3 , 4 , and 5 . In Figure 11 , the crest heights are normalized by the crest heights obeying a Weibull distribution at that ...
... distribution 0.4 0.2 103 Figure 11. Undisturbed probabilities compared to the Weibull distribution for tests 3 , 4 , and 5 . In Figure 11 , the crest heights are normalized by the crest heights obeying a Weibull distribution at that ...
Page 513
... distribution is compared with the measured load distribution for the mooring lines in this section . 5.1 . Rayleigh Distribution of Line Loads The test number 51452 is shown here as an example for the probability distribution function ...
... distribution is compared with the measured load distribution for the mooring lines in this section . 5.1 . Rayleigh Distribution of Line Loads The test number 51452 is shown here as an example for the probability distribution function ...
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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