Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 297
height H, and corresponding peak periods T, is fabricated. The wave height
enhancement factors are determined at the position of measurement assuming a
2-D and a 3-D seastate, respectively. The seastates are determined by a
JONSWAP ...
height H, and corresponding peak periods T, is fabricated. The wave height
enhancement factors are determined at the position of measurement assuming a
2-D and a 3-D seastate, respectively. The seastates are determined by a
JONSWAP ...
Page 309
In all tests the period of the wave frequency motion was set at 1.75 seconds,
while four periods were successively ... of 1:64, so that the wave period is 14
seconds, this means 40, 80, 120 or 160 seconds for the low frequency motion.
The first ...
In all tests the period of the wave frequency motion was set at 1.75 seconds,
while four periods were successively ... of 1:64, so that the wave period is 14
seconds, this means 40, 80, 120 or 160 seconds for the low frequency motion.
The first ...
Page 264
Schedule A list of actions to be carried out at each inspection period of the
scheduling period. However, the list does not include the detailed order of
actions within the inspection period. This can also be called the Scope of Work.
Scheduling ...
Schedule A list of actions to be carried out at each inspection period of the
scheduling period. However, the list does not include the detailed order of
actions within the inspection period. This can also be called the Scope of Work.
Scheduling ...
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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