Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 128
... water depth . In conventional method , the tether mass , tether damping , and tether curvature are ignored . The effect of water depth on the stiffness is represented by an equivalent spring model . In Fylling and Larson's study ( 1987 ) ...
... water depth . In conventional method , the tether mass , tether damping , and tether curvature are ignored . The effect of water depth on the stiffness is represented by an equivalent spring model . In Fylling and Larson's study ( 1987 ) ...
Page 278
... water depth g = acceleration due to gravity T = wave period ETA -0.005 ETA -0.010 ETA = 0.050 ETA -0.100 10 20 30 40 50 60 70 80 90 100 OPERATIONAL DEPTH ( 7 ) Two kinds of wave absorbers have been analyzed , namely : the piston ( or ...
... water depth g = acceleration due to gravity T = wave period ETA -0.005 ETA -0.010 ETA = 0.050 ETA -0.100 10 20 30 40 50 60 70 80 90 100 OPERATIONAL DEPTH ( 7 ) Two kinds of wave absorbers have been analyzed , namely : the piston ( or ...
Page 345
... Water Depth ( m ) 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 Water Depth ( m ) FIG . 8 : OPTIMUM DIAMETERS FOR CHAIN AND STEEL WIRE ROPE FIG . 12 OPTIMUM DIAMETERS FOR MOORING LINE OF MIXED COMPOSITION Touch down point position ...
... Water Depth ( m ) 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 Water Depth ( m ) FIG . 8 : OPTIMUM DIAMETERS FOR CHAIN AND STEEL WIRE ROPE FIG . 12 OPTIMUM DIAMETERS FOR MOORING LINE OF MIXED COMPOSITION Touch down point position ...
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