Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 73
University of Houston Houston, Texas significant influence on the second-order
hydrodynamic loads on these arrays. 1994 OMAE – Volume I, Offshore
Technology ASME 1994 ABSTRACT A complete second-order solution is
presented for the ...
University of Houston Houston, Texas significant influence on the second-order
hydrodynamic loads on these arrays. 1994 OMAE – Volume I, Offshore
Technology ASME 1994 ABSTRACT A complete second-order solution is
presented for the ...
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
investigate the ...
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
investigate the ...
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 assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation 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 method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind