Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 121
The mean drag coefficient has a minimum value of 1.27 to a maximum value of
1.65 with an oscillation of about + 0.07 about the minimum mean and about + 0.3
about the maximum mean. The maximum lift coefficient variation is + 1.65 about a
...
The mean drag coefficient has a minimum value of 1.27 to a maximum value of
1.65 with an oscillation of about + 0.07 about the minimum mean and about + 0.3
about the maximum mean. The maximum lift coefficient variation is + 1.65 about a
...
Page 208
(1952) 8.0E+04 8.0E+04 air mean peak shock tube, uniform flow, few oscillation
cycles of lift force 2 Bishop - Hassan (1963) 4.0E+03 1.2E+04 water mean peak
rigid cylinder, strain gage measurements 3 Bublitz (1971) 9.0E+04 7.5E+05 aif ...
(1952) 8.0E+04 8.0E+04 air mean peak shock tube, uniform flow, few oscillation
cycles of lift force 2 Bishop - Hassan (1963) 4.0E+03 1.2E+04 water mean peak
rigid cylinder, strain gage measurements 3 Bublitz (1971) 9.0E+04 7.5E+05 aif ...
Page 83
In general, Eq. 11 is the mean profile, E[n(t)], given only that n(0)=mmar. This
follows directly from the conditional mean formula E[Y|X] = my + oxy'(x – mx) (12)
for arbitrary bivariate normal variables X and Y. (Here Y = n(t) and X=m(0), so that
...
In general, Eq. 11 is the mean profile, E[n(t)], given only that n(0)=mmar. This
follows directly from the conditional mean formula E[Y|X] = my + oxy'(x – mx) (12)
for arbitrary bivariate normal variables X and Y. (Here Y = n(t) and X=m(0), so that
...
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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