Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 14
... shows the transfer func- tions of the discus buoy for four monochromatic wave cases corresponding to the significant wave height and frequency listed in columns 4 and 5 of Table 2 for four sea states for both bottom - mooring and bridle ...
... shows the transfer func- tions of the discus buoy for four monochromatic wave cases corresponding to the significant wave height and frequency listed in columns 4 and 5 of Table 2 for four sea states for both bottom - mooring and bridle ...
Page 349
... shows the autospectrum for test DDIOH72 , is especially interesting in that it almost identically matches the incident wave spectrum ( Figure 4 ) at both frequency peaks . The heave velocity and acceleration spectra show that the ...
... shows the autospectrum for test DDIOH72 , is especially interesting in that it almost identically matches the incident wave spectrum ( Figure 4 ) at both frequency peaks . The heave velocity and acceleration spectra show that the ...
Page 80
... shows that the wave kurtosis also shows less correlation with the response than mar , and the wave skewness is essentially uncorrelated . These conclusions can be systematized through regression concepts . Regression of Y on ( one or ...
... shows that the wave kurtosis also shows less correlation with the response than mar , and the wave skewness is essentially uncorrelated . These conclusions can be systematized through regression concepts . Regression of Y on ( one or ...
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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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