Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 2
Waves once formed will continue to travel in the direction of their formation after
the wind dies or turns. ... Real waves are a mixture of heights, periods and
directions, so wave data analysis requires a statistical approach. The local state
of the ...
Waves once formed will continue to travel in the direction of their formation after
the wind dies or turns. ... Real waves are a mixture of heights, periods and
directions, so wave data analysis requires a statistical approach. The local state
of the ...
Page 339
So, the expended time to E incoming energy between adjacent mooring lines
carry out a complete mooring design is normally large despite the F(6)
environmental force for a given direction 6 (wind designer experience. In fact it
occurs ...
So, the expended time to E incoming energy between adjacent mooring lines
carry out a complete mooring design is normally large despite the F(6)
environmental force for a given direction 6 (wind designer experience. In fact it
occurs ...
Page 232
With the crack growing into both depth and width direction, crack extension rules
for both directions are needed. In the CFA this ... In this model equation 1 is used
in both directions with the appropriate SIF range (AKA for the depth direction ...
With the crack growing into both depth and width direction, crack extension rules
for both directions are needed. In the CFA this ... In this model equation 1 is used
in both directions with the appropriate SIF range (AKA for the depth direction ...
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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