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 354
... surface condition . The kinematic free- surface condition is satisfied by the density - function technique devised for two fluid layers . The method can simulate wave overturning around a three - dimensional body and the simulation can ...
... surface condition . The kinematic free- surface condition is satisfied by the density - function technique devised for two fluid layers . The method can simulate wave overturning around a three - dimensional body and the simulation can ...
Page 464
... surface . The wave surface in Figure 3 corresponds to a wave height of 24.3 meter and a wave period of 14.6 seconds . The water depth is 46 meter . The crest height is 16.2 meter . This wave is used in the following wave in deck load ...
... surface . The wave surface in Figure 3 corresponds to a wave height of 24.3 meter and a wave period of 14.6 seconds . The water depth is 46 meter . The crest height is 16.2 meter . This wave is used in the following wave in deck load ...
Page 678
... surface roughness formulations . For given velocity at the 10 m elevation , spectral peak period and stability parameter , the sea surface wind stress is determined . Finally , the engineering relevance of the results is discussed ...
... surface roughness formulations . For given velocity at the 10 m elevation , spectral peak period and stability parameter , the sea surface wind stress is determined . Finally , the engineering relevance of the results is discussed ...
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