Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
From inside the book
Results 1-3 of 60
Page 226
The data also suggest that this phenomenon is frequency-dependent, and will
only occur for certain periodic motions of the cylinder at or near the shedding
frequencies indicated for a stationary cylinder. Unfortunately, there is very limited
data ...
The data also suggest that this phenomenon is frequency-dependent, and will
only occur for certain periodic motions of the cylinder at or near the shedding
frequencies indicated for a stationary cylinder. Unfortunately, there is very limited
data ...
Page 243
The most important coefficients affecting VIV response are the lift coefficient, the
correlation length, the vortex shedding frequency, and the vortex shedding
frequency band Width. . The vast majority of the lift coefficient data is on
stationary ...
The most important coefficients affecting VIV response are the lift coefficient, the
correlation length, the vortex shedding frequency, and the vortex shedding
frequency band Width. . The vast majority of the lift coefficient data is on
stationary ...
Page 254
W Walshe, D. E., 1962, "Some Measurements of the Excitation Due to Vortex
Shedding of a Smooth Cylinder of Circular Cross Section," National Physical
Laboratory, Report AR 1062. Walshe, D. E., Wootton, L. R., 1970, "Preventing
Wind ...
W Walshe, D. E., 1962, "Some Measurements of the Excitation Due to Vortex
Shedding of a Smooth Cylinder of Circular Cross Section," National Physical
Laboratory, Report AR 1062. Walshe, D. E., Wootton, L. R., 1970, "Preventing
Wind ...
What people are saying - Write a review
We haven't found any reviews in the usual places.
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
Other editions - View all
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