Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 12
The tables 7 and 8 give an idea of the dependence between the dissymetry of the waves , the steepness and the wave heights : dissymetry and steepness increase with the wave height . 3.2.2 Probability distribution functions For the wave ...
The tables 7 and 8 give an idea of the dependence between the dissymetry of the waves , the steepness and the wave heights : dissymetry and steepness increase with the wave height . 3.2.2 Probability distribution functions For the wave ...
Page 13
( 7 ) Spanos , P. ARMA Algorithms for Ocean Wave Modelling ASME Journal of Energy Resources Technology , Vol.105 , Sept. ... The results show that the non - linearity of the wave is not negligeable and increases with the wave height and ...
( 7 ) Spanos , P. ARMA Algorithms for Ocean Wave Modelling ASME Journal of Energy Resources Technology , Vol.105 , Sept. ... The results show that the non - linearity of the wave is not negligeable and increases with the wave height and ...
Page 39
4.4 Wave Spectrum It was found that the wave spectra measured in our test field were almost proportional to f - s at ... As pensioned earlier , the tine series of water surface elevations of three wave height aeters in line array were ...
4.4 Wave Spectrum It was found that the wave spectra measured in our test field were almost proportional to f - s at ... As pensioned earlier , the tine series of water surface elevations of three wave height aeters in line array were ...
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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