Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 213
In addition, the lift variation in the subcritical regime from curve 35 is different than
the majority of the test data. Humphreys (1960) performed tests with stationary
cylinders of aspect ratio L/D (L=Length, D=Diameter) of 6.5 in a wind tunnel, ...
In addition, the lift variation in the subcritical regime from curve 35 is different than
the majority of the test data. Humphreys (1960) performed tests with stationary
cylinders of aspect ratio L/D (L=Length, D=Diameter) of 6.5 in a wind tunnel, ...
Page 242
Results from Schmidt tests were based on the drag force for an infinitely thin very
smooth strip (pure 2-D flow conditions) in a wind tunnel. The drag ... also affect
the vortex shedding process and the pressure field around the test cylinder.
Results from Schmidt tests were based on the drag force for an infinitely thin very
smooth strip (pure 2-D flow conditions) in a wind tunnel. The drag ... also affect
the vortex shedding process and the pressure field around the test cylinder.
Page 441
LABORATORY TESTS ON SYNTHETIC FIBER ROPES H. Shin Department of
Naval Architecture and Ocean Engineering University of Ulsan Ulsan, Korea K.
Yamakawa and S. Hara Ocean Engineering Division of Ship Research Institute ...
LABORATORY TESTS ON SYNTHETIC FIBER ROPES H. Shin Department of
Naval Architecture and Ocean Engineering University of Ulsan Ulsan, Korea K.
Yamakawa and S. Hara Ocean Engineering Division of Ship Research Institute ...
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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