Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 63
... interaction among an assembly of cylinders . fixed in both waves and current is considered . The problem is linearized by a perturbation method based on the assumption of small current velocity and linear wave theory . The interaction ...
... interaction among an assembly of cylinders . fixed in both waves and current is considered . The problem is linearized by a perturbation method based on the assumption of small current velocity and linear wave theory . The interaction ...
Page 265
... interaction of water waves with steady intake - pipe flow in deep water . The wave - current interaction model is based on the assumption that the current field is slowly varying in comparison with the wave field . With the use of the ...
... interaction of water waves with steady intake - pipe flow in deep water . The wave - current interaction model is based on the assumption that the current field is slowly varying in comparison with the wave field . With the use of the ...
Page 459
... interaction formula then becomes : N M + k ≤ 1.0 Να Ma ( 36 ) B B Fig . 19. Width ( b ) , height ( h ) and thickness ( t ) of typical stiffeners . 4.5 Total utilization ... interaction relations ) . Rp 1.0 linear interaction 2 - R = R 2 459.
... interaction formula then becomes : N M + k ≤ 1.0 Να Ma ( 36 ) B B Fig . 19. Width ( b ) , height ( h ) and thickness ( t ) of typical stiffeners . 4.5 Total utilization ... interaction relations ) . Rp 1.0 linear interaction 2 - R = R 2 459.
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