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 H 0.04 0.05 Steepness , SpH / Lp ( a ) Skewness comparison Hourly Data Observed Trend Predicted + Skewness , α3 0.4 0.3 0.2 18 - min Data Observed Trend Predicted Trend 0.1 + n + 0.06 0.02 ...
... Observed Trend - Predicted + Simulation : ± 16 H 0.04 0.05 Steepness , SpH / Lp ( a ) Skewness comparison Hourly Data Observed Trend Predicted + Skewness , α3 0.4 0.3 0.2 18 - min Data Observed Trend Predicted Trend 0.1 + n + 0.06 0.02 ...
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 components computed Copyright cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated factor failure fatigue damage fiber ropes Figure finite element finite element analysis fluid FPSO function guideline Haltenbanken heave plate horizontal hydrodynamic irregular waves Joint Conference Energy linear load maximum measured method mode mode shape model tests mooring line mooring system motion nonlinear obtained offshore structures Offshore Technology Offshore Technology Conference parameters peak pipeline platform prediction pressure ratio response riser riser tension rogue wave S-N curve safety sea floor sensors shear shear modulus ship shown simulation soil soliton Spar spar platform spectral spectrum stiffener stiffness strength suction surface surge Table tanker tension variables velocity vertical vessel vibration water depth wave height wavelet wavenumber wind