Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 184
The upper curve represents the result of increasing the project costs by 20% to
account for the uncertainty associated with ... The upper curve represents nearly
a 50% increase in reservoir requirement for the 20% increase in project costs.
The upper curve represents the result of increasing the project costs by 20% to
account for the uncertainty associated with ... The upper curve represents nearly
a 50% increase in reservoir requirement for the 20% increase in project costs.
Page 225
They found that lift coefficient increased from about 0.4 at zero response
amplitude to about 0.5 at response amplitude of ... (1980), for circular cylinders in
smooth flow in a wind tunnel, show a continuous increase to the lift force
coefficient with ...
They found that lift coefficient increased from about 0.4 at zero response
amplitude to about 0.5 at response amplitude of ... (1980), for circular cylinders in
smooth flow in a wind tunnel, show a continuous increase to the lift force
coefficient with ...
Page 366
In case of "on a web" collision (Fig.9(a)), the effect of the increase of the reaction
force and that of the earlier rupture of the side ... The energy after the rupture,
however, increases very much because of the increase of web collapse strength.
In case of "on a web" collision (Fig.9(a)), the effect of the increase of the reaction
force and that of the earlier rupture of the side ... The energy after the rupture,
however, increases very much because of the increase of web collapse strength.
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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 | |
15 other sections not shown
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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