Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 1
ABSTRACT Laboratory simulations of extreme random seas reveal that high wave crests occur more frequently than predicted by ... in a non - Rayleigh distribution of wave crest and trough amplitudes based on the narrow - band assumption .
ABSTRACT Laboratory simulations of extreme random seas reveal that high wave crests occur more frequently than predicted by ... in a non - Rayleigh distribution of wave crest and trough amplitudes based on the narrow - band assumption .
Page 3
It was also found that the experimental probabilities of wave crests exceeding a given threshold were larger than those predicted by equation ( 9 ) . Several expressions for the probability density functions of nonlinear wave crest ...
It was also found that the experimental probabilities of wave crests exceeding a given threshold were larger than those predicted by equation ( 9 ) . Several expressions for the probability density functions of nonlinear wave crest ...
Page 11
ABSTRACT Laboratory simulations of extreme random seas reveal that high wave crests occur more frequently than predicted by ... in a non - Rayleigh distribution of wave crest and trough amplitudes based on the narrow - band assumption .
ABSTRACT Laboratory simulations of extreme random seas reveal that high wave crests occur more frequently than predicted by ... in a non - Rayleigh distribution of wave crest and trough amplitudes based on the narrow - band assumption .
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Contents
DESIGN METHODS OF STRUCTURES | 10 |
OCEAN WAVES | 11 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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added amplitude analysis applied array bending body boundary calculated coefficient compared comparison component considered corresponding crest curve cylinder damping defined dependent depth determined developed direction displacement distribution drag dynamic effect element Engineering equation estimated experimental experiments factor field Figure flow forward frequency function given hydrodynamic increase integral interval length lift force linear load mass maximum mean measured method mooring motion natural nonlinear obtained Offshore oscillation parameters period pile plate platform potential predicted present pressure problem range ratio relative respectively response riser ship shown simulation solution spectra spectrum speed stress structure surface surge Table tension theory values velocity vertical vessel vortex wave force wave height wind