Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 96
It should be noted that the slow drift oscillations for K22=0 ft/m are obviously
larger than that for K22=40 tf/m because the ... From those comparisons, it should
be noted that the prediction of slow drift oscillation near the resonance heave ...
It should be noted that the slow drift oscillations for K22=0 ft/m are obviously
larger than that for K22=40 tf/m because the ... From those comparisons, it should
be noted that the prediction of slow drift oscillation near the resonance heave ...
Page 117
INTERACTION OF A STEADY APPROACH FLOW AND A CIRCULAR
CYLINDER UNDERGOING FORCED OSCILLATION Jianfeng Zhang and
Charles Dalton Department of Mechanical Engineering University of Houston
Houston, Texas ...
INTERACTION OF A STEADY APPROACH FLOW AND A CIRCULAR
CYLINDER UNDERGOING FORCED OSCILLATION Jianfeng Zhang and
Charles Dalton Department of Mechanical Engineering University of Houston
Houston, Texas ...
Page 120
The results for the forced oscillation calculations are at Reynolds numbers of 200
and 855. At Re=200, the shedding frequency (fso) is 0.098 and at Re=855, the
shedding frequency is 0.119. These values correspond to Strouhal numbers of ...
The results for the forced oscillation calculations are at Reynolds numbers of 200
and 855. At Re=200, the shedding frequency (fso) is 0.098 and at Re=855, the
shedding frequency is 0.119. These values correspond to Strouhal numbers of ...
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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