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 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