Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 297
... period ( peak period or zero - crossing period ) corresponding to the extreme value of the significant wave height and then use this value for computation of the significant wave height enhancement field around the cylinder . It should ...
... period ( peak period or zero - crossing period ) corresponding to the extreme value of the significant wave height and then use this value for computation of the significant wave height enhancement field around the cylinder . It should ...
Page 309
... period of the wave frequency motion was set at 1.75 seconds , while four periods were successively considered for the low frequency motion : 5 , 10 , 15 and 20 seconds . Assuming a Froude scale of 1:64 , so that the wave period is 14 ...
... period of the wave frequency motion was set at 1.75 seconds , while four periods were successively considered for the low frequency motion : 5 , 10 , 15 and 20 seconds . Assuming a Froude scale of 1:64 , so that the wave period is 14 ...
Page 264
... period of the scheduling period . However , the list does not include the detailed order of actions within the inspection period . This can also be called the Scope of Work . The period of consideration for scheduling purposes : usually ...
... period of the scheduling period . However , the list does not include the detailed order of actions within the inspection period . This can also be called the Scope of Work . The period of consideration for scheduling purposes : usually ...
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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Common terms and phrases
added mass amplitude analysis ASME boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction dimensionless drag coefficient drag force drift force dynamic effects Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maximum measured method model tests modes mooring line nonlinear obtained Ocean Offshore Technology OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio response Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values velocity potential vertical vibration vortex shedding water depth Wave Force wave frequency wave power