Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 226
Where the ordinate is less than 1.0 , shedding on the oscillating cylinder occurs at a lower frequency than that of a stationary cylinder under comparable flow conditions . organization can affect frequency content and spanwise ...
Where the ordinate is less than 1.0 , shedding on the oscillating cylinder occurs at a lower frequency than that of a stationary cylinder under comparable flow conditions . organization can affect frequency content and spanwise ...
Page 228
For example , these data indicate that for a constant vibration amplitude of 0.05 diameters , shedding will initially lock - in as the cylinder frequency is increased from O to about 90 % of the shedding frequency , and will remain ...
For example , these data indicate that for a constant vibration amplitude of 0.05 diameters , shedding will initially lock - in as the cylinder frequency is increased from O to about 90 % of the shedding frequency , and will remain ...
Page 243
TH added mass and damping forces on the structure are a critical part of dynamic equilibrium and because they are affected by the shedding process should obtained from oscillated cylinder experiments to capture the fluid - structure ...
TH added mass and damping forces on the structure are a critical part of dynamic equilibrium and because they are affected by the shedding process should obtained from oscillated cylinder experiments to capture the fluid - structure ...
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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