Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 156
The total applied load is derived from previous experience for like towers,
number of conductors and so on. As the design progresses, it could also be the
most recent, applicable applied load derived during the "Designer Wave"
approach ...
The total applied load is derived from previous experience for like towers,
number of conductors and so on. As the design progresses, it could also be the
most recent, applicable applied load derived during the "Designer Wave"
approach ...
Page 212
The majority of the test data were derived from force measurements (force
transducers, force cells, and strain gauges). Only curves 11, 12, 27, 35, and 37
were derived from pressure measurements. Lift force measurements in wind
tunnel tests ...
The majority of the test data were derived from force measurements (force
transducers, force cells, and strain gauges). Only curves 11, 12, 27, 35, and 37
were derived from pressure measurements. Lift force measurements in wind
tunnel tests ...
Page 214
Note that the jump occurs at the same Reynolds numbers as a substantial
increase in correlation length (see Section 4.3). Point 28, Moeller et al. (1982),
was derived from experiments with an aspect ratio of 28 and end-plates. They
measured ...
Note that the jump occurs at the same Reynolds numbers as a substantial
increase in correlation length (see Section 4.3). Point 28, Moeller et al. (1982),
was derived from experiments with an aspect ratio of 28 and end-plates. They
measured ...
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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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Common terms and phrases
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