Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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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 5
Thus , groups of high wave crests occur more frequently , since increased steepness causes some wave crests ... This is found by integrating the distribution of crest amplitudes in ( 16 ) as 0.50 1 1 1 1 1 1 0.00 .00 .10 .20 .30 .40 .60 ...
Thus , groups of high wave crests occur more frequently , since increased steepness causes some wave crests ... This is found by integrating the distribution of crest amplitudes in ( 16 ) as 0.50 1 1 1 1 1 1 0.00 .00 .10 .20 .30 .40 .60 ...
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Contents
CONTENTS | 1 |
OFFSHORE TECHNOLOGY PART | 12 |
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
Copyright | |
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acting added amplitude analysis applied array body boundary calculated circular coefficient compared comparison component computed considered constant crest cylinder damping defined depends depth determined direction distribution domain drag drift dynamic effect elevation Engineering equation estimated experimental experiments factor field Figure flow fluid frequency function given horizontal hydrodynamic incident increase integral irregular KC number length lift lift force linear load mass maximum mean measured method moored motion nonlinear obtained Offshore oscillation parameters peak period pile plate potential predicted presented pressure problem radiation random range ratio regular waves relative respectively response second-order ship shown shows simulation solution spectra spectrum speed structure surface surge Table technique term theory tion velocity vertical vessel vortex wave force wave height