Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 502
... observed near incident wave spectral peak . The peak of the roll spectrum occurs near the roll natural frequency of 0.592 Hz . The roll response spectrum is observed to be single peaked and narrow irrespective of the shape of the ...
... observed near incident wave spectral peak . The peak of the roll spectrum occurs near the roll natural frequency of 0.592 Hz . The roll response spectrum is observed to be single peaked and narrow irrespective of the shape of the ...
Page 744
... Observed Trend Predicted Simulation : 16 0.04 0.05 Steepness , Sp = Hs / Lp ( a ) Skewness comparison 0.02 Skewness , α3 1 0.4 18 - min Data + par valu ca Observed Trend 0.3 Predicted Trend 0.2 0.1 0.06 0.02 0.03 Hourly Data + Observed ...
... Observed Trend Predicted Simulation : 16 0.04 0.05 Steepness , Sp = Hs / Lp ( a ) Skewness comparison 0.02 Skewness , α3 1 0.4 18 - min Data + par valu ca Observed Trend 0.3 Predicted Trend 0.2 0.1 0.06 0.02 0.03 Hourly Data + Observed ...
Page 799
The wave period probability densities observed for the wind- sea dominated wave records ( SSER > 1 ) are shown in figure 2 . It can be observed that the empirical distributions present considerable symmetry about the mean period , which ...
The wave period probability densities observed for the wind- sea dominated wave records ( SSER > 1 ) are shown in figure 2 . It can be observed that the empirical distributions present considerable symmetry about the mean period , which ...
Contents
OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |
OMAE2000OSU OFT3004 | 9 |
OMAE2000OSU OFT3005 | 17 |
Copyright | |
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amplitude analysis angle applied ASME assessment Bay of Campeche beam bending calculated catenary coefficient collision components computed Copyright corresponding corrosion cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated ETCE/OMAE2000 Joint Conference factor failure fatigue damage Figure finite element fluid force FPSO fractile function Gumbel distribution Haltenbanken heave plate horizontal hydrodynamic increase Joint Conference Energy kurtosis LCVA linear load maximum measured method mode mode shape model tests mooring line mooring system motion natural frequency nonlinear obtained offshore structures Offshore Technology Conference parameters peak pipeline platform prediction pressure probability Proceedings of ETCE/OMAE2000 ratio regular wave response riser Riser Tension rope safety shear ship shown simulation soil Spar spar platform spectral spectrum static stiffener stiffness stress surface surge Table tension values variables velocity vertical vessel vibration Vortex Induced Vibration water depth wavelet wavenumber wind