Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 14
Table 3 shows that the pitch response of the bottommooring is much higher than that of the bridle - mooring , while the transfer functions vary only moderately with wave frequency ( i.e. , sea state ) . To test if the transfer functions ...
Table 3 shows that the pitch response of the bottommooring is much higher than that of the bridle - mooring , while the transfer functions vary only moderately with wave frequency ( i.e. , sea state ) . To test if the transfer functions ...
Page 120
Table 1 summarizes our results for these two Reynolds numbers and also lists the results of Lecointe and Piquet ( 1989 ) for the same cases . In Table 1 , S is the Strouhal number for the nonoscillating cylinder .
Table 1 summarizes our results for these two Reynolds numbers and also lists the results of Lecointe and Piquet ( 1989 ) for the same cases . In Table 1 , S is the Strouhal number for the nonoscillating cylinder .
Page 426
TABLES Table 1 Acceptable Annual Probabilities of Failure for a Large Offshore Project Table 2 Proposed ALARP Region for ... Offshore Construction Project Example Mechanical Failure Data ACKNOWLEDGEMENTS Table 3 The authors will express ...
TABLES Table 1 Acceptable Annual Probabilities of Failure for a Large Offshore Project Table 2 Proposed ALARP Region for ... Offshore Construction Project Example Mechanical Failure Data ACKNOWLEDGEMENTS Table 3 The authors will express ...
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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