Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American 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 1.5 ETA -0.005 ETA = 0.010 1.0 ETA = 0.050 0.9 ETA -0.100 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0 10 20 30 40 50 60 70 80 90 100 OPERATIONAL DEPTH ( 7 ) Two kinds of wave ...
... water depth g = acceleration due to gravity T = wave period 1.5 ETA -0.005 ETA = 0.010 1.0 ETA = 0.050 0.9 ETA -0.100 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.0 0 10 20 30 40 50 60 70 80 90 100 OPERATIONAL DEPTH ( 7 ) Two kinds of wave ...
Page 345
... Water Depth ( m ) FIG . 8 : OPTIMUM DIAMETERS FOR CHAIN AND STEEL WIRE ROPE 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 Water Depth ( m ) FIG . 12 OPTIMUM DIAMETERS FOR MOORING LINE OF MIXED COMPOSITION Touch down point position ...
... Water Depth ( m ) FIG . 8 : OPTIMUM DIAMETERS FOR CHAIN AND STEEL WIRE ROPE 200 400 600 800 1000 1200 1400 1600 1800 2000 2200 Water Depth ( m ) 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 applied ASME assessment axial boundary buoy calculated compliant tower components correlation crack growth curve cylinder damping deck displacement distribution domain drag drag coefficient dynamic effects Engineering equation estimated experimental factor fatigue flow fluid fracture mechanics free surface frequency hindcast horizontal hydrodynamic increase inspection installation interaction jack-up joints lift coefficient lift force linear load matrix maximum measured method modes module mooring line motion nonlinear obtained offshore structures OMAE operation oscillating cylinder parameters peak period phase piles pipe potential predicted pressure probability of failure procedure random random variables ratio reliability response Reynolds number riser risk safety seastate second-order shown in Figure significant wave height simulation spectral spectrum statistical stiffness stress Strouhal tether transfer function tubular variables vector velocity velocity potential vertical vortex shedding water depth wave force Weibull distribution weld wind