Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 275
... energy flux maximization eliminates progressive reflected waves . The same result was obtained by Milgram ( 1965 ) who used directly the consideration that the solution have no reflected waves . The energy flux corresponding to the ...
... energy flux maximization eliminates progressive reflected waves . The same result was obtained by Milgram ( 1965 ) who used directly the consideration that the solution have no reflected waves . The energy flux corresponding to the ...
Page 279
ENERGY FLUX AMPLITUDE RATIO ENERGY FLUX AMPLITUDE RATIO 2.0 1.8 2.0 1.8 1.6 1.4 1.2 1.0 PISTON TYPE HINGE TYPE PISTON HINGE TYPE ENERGY FLUX AMPLITUDE RATIO 2.0 1.8 1.6 1.4 LOWER 75 % PISTON + UPPER 25 % HINGE LOWER 50 % PISTON + UPPER ...
ENERGY FLUX AMPLITUDE RATIO ENERGY FLUX AMPLITUDE RATIO 2.0 1.8 2.0 1.8 1.6 1.4 1.2 1.0 PISTON TYPE HINGE TYPE PISTON HINGE TYPE ENERGY FLUX AMPLITUDE RATIO 2.0 1.8 1.6 1.4 LOWER 75 % PISTON + UPPER 25 % HINGE LOWER 50 % PISTON + UPPER ...
Page 280
... energy flux maximization scheme has been examined for linear problems in the frequency domain . For the single degree of freedom system the energy absorption is seen to be quite good . A new coefficient L ( local energy flux amplitude ...
... energy flux maximization scheme has been examined for linear problems in the frequency domain . For the single degree of freedom system the energy absorption is seen to be quite good . A new coefficient L ( local energy flux amplitude ...
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