Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 236
... represent a variety of flow and response conditions that range from low frequency motion superimposed upon vortex shedding at a higher frequency , through lock - in , to high frequency motion superimposed on vortex shedding at a lower ...
... represent a variety of flow and response conditions that range from low frequency motion superimposed upon vortex shedding at a higher frequency , through lock - in , to high frequency motion superimposed on vortex shedding at a lower ...
Page 38
... represent considerable impact energy . The traffic may be very dense in some areas . These vessels are among the ... represents the geometrical probability of collision , i.e. the probability of collision if the vessel navigates randomly ...
... represent considerable impact energy . The traffic may be very dense in some areas . These vessels are among the ... represents the geometrical probability of collision , i.e. the probability of collision if the vessel navigates randomly ...
Page 61
... represent 10 - minute values , i.e. measurements are likely to represent rather noisy estimates for the 1 - hour wind speed . This inherent difference between hindcast and measurements is one reason for the observed difference between ...
... represent 10 - minute values , i.e. measurements are likely to represent rather noisy estimates for the 1 - hour wind speed . This inherent difference between hindcast and measurements is one reason for the observed difference between ...
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