Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 144
The fluctuating wind force spectrum is then given as : SF ( 0 ) 240 ) Sw ( 1 ) Co Co A UJ ( 2 ) where : SFD ) Il fluctuating wind force spectrum , effect on the Lena Guyed Tower was investigated in Reference 7.
The fluctuating wind force spectrum is then given as : SF ( 0 ) 240 ) Sw ( 1 ) Co Co A UJ ( 2 ) where : SFD ) Il fluctuating wind force spectrum , effect on the Lena Guyed Tower was investigated in Reference 7.
Page 217
If there is no turbulence the force spectrum will have a very narrow band . The lift force power spectrum can be used to illustrate the frequency content the shedding process . Representative power spectra of the unsteady lift force as ...
If there is no turbulence the force spectrum will have a very narrow band . The lift force power spectrum can be used to illustrate the frequency content the shedding process . Representative power spectra of the unsteady lift force as ...
Page 335
While in irregular test we only needed to perform an irregular oscillation test with given spectrum , from which the frequency response function could be obtained by analyzing the experiment records . In our experiment , the random test ...
While in irregular test we only needed to perform an irregular oscillation test with given spectrum , from which the frequency response function could be obtained by analyzing the experiment records . In our experiment , the random test ...
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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 approximately assumed body boundary buoy calculated Circular coefficient compared components considered correlation corresponding 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 Mechanics method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio relative represent respectively response Reynolds number risk second-order shedding shown shows simulation solution spectrum structure surface Table tests theory tower turbulence values velocity vertical vibration vortex water depth wave wind