Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 73
SECOND - ORDER DIFFRACTION LOADS ON AN ARRAY OF VERTICAL CYLINDERS IN BICHROMATIC BIDIRECTIONAL WAVES Jose H. Vazquez and A. Neil Williams Department of Civil and Environmental Engineering University of Houston Houston , Texas S Figure ...
SECOND - ORDER DIFFRACTION LOADS ON AN ARRAY OF VERTICAL CYLINDERS IN BICHROMATIC BIDIRECTIONAL WAVES Jose H. Vazquez and A. Neil Williams Department of Civil and Environmental Engineering University of Houston Houston , Texas S Figure ...
Page 74
particular , it was shown that a simple superposition of directional wave components may not yield reliable results at second - order . In the present paper , the analysis of Moubayed and Williams ( 1992b ) will be further extended to ...
particular , it was shown that a simple superposition of directional wave components may not yield reliable results at second - order . In the present paper , the analysis of Moubayed and Williams ( 1992b ) will be further extended to ...
Page 77
significant influence on the second - order hydrodynamic loads on these arrays and that the assumption of undirectional waves does not always lead to conservative estimates of the second - order loading . ACKNOWLEDGEMENT This study was ...
significant influence on the second - order hydrodynamic loads on these arrays and that the assumption of undirectional waves does not always lead to conservative estimates of the second - order loading . ACKNOWLEDGEMENT This study was ...
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Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
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amplitude analysis applied approach approximately assumed body boundary buoy calculated Circular coefficient compared components considered correlation corresponding curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured Mechanics method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio relative represent respectively response Reynolds number risk second-order shedding shown shows simulation solution spectrum structure surface Table tests theory tower turbulence values velocity vertical vibration vortex water depth wave wind