Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 95
... heave response functions X2 / a 。 are also shown in the same figures to investigate the dependence between the momentum theory and the present method on the heave response function . When the heave response functions become larger ...
... heave response functions X2 / a 。 are also shown in the same figures to investigate the dependence between the momentum theory and the present method on the heave response function . When the heave response functions become larger ...
Page 96
... heave motion which is the same dependence of the slowly varying drift forces . The heave response for K22-0 tf / m due to the two components wave is larger than that for K22 = 40 tf / m as shown in Fig . 13 , because the incident wave ...
... heave motion which is the same dependence of the slowly varying drift forces . The heave response for K22-0 tf / m due to the two components wave is larger than that for K22 = 40 tf / m as shown in Fig . 13 , because the incident wave ...
Page 352
... HEAVE DISPLACEMENT KBLOYN SIMULATION ३ 1.00 30 0.00 0.00 0.30 1.00 Frequency ( Hz ) DOIOH72 HEAVE ACCELERATION 8 oo L Spectral Amplitude ( ( ft / s ' ) ) 20.00 0.00 0.00 050 Frequency ( Hz ) Spectral Amplitude ( ( ft / s ' ) ) 80.00 ...
... HEAVE DISPLACEMENT KBLOYN SIMULATION ३ 1.00 30 0.00 0.00 0.30 1.00 Frequency ( Hz ) DOIOH72 HEAVE ACCELERATION 8 oo L Spectral Amplitude ( ( ft / s ' ) ) 20.00 0.00 0.00 050 Frequency ( Hz ) Spectral Amplitude ( ( ft / s ' ) ) 80.00 ...
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