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 70
... represents a plane wave . However ( r ) can be another function of r to represent another kind of incident wave . The only requirement is that it , together with Zour ( z ) and eine , satisfies the Laplace equation . This point of view ...
... represents a plane wave . However ( r ) can be another function of r to represent another kind of incident wave . The only requirement is that it , together with Zour ( z ) and eine , satisfies the Laplace equation . This point of view ...
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 339
... represent response surfaces were modified to represent the three base platforms at 7 scales ( 0.75 , 0.85 , 0.95 , 1.0 , 1.05 , 1.15 , 1.25 ) , and the un - scaled platforms in three different water depths ( 250 , 500 , and 1000 meters ) ...
... represent response surfaces were modified to represent the three base platforms at 7 scales ( 0.75 , 0.85 , 0.95 , 1.0 , 1.05 , 1.15 , 1.25 ) , and the un - scaled platforms in three different water depths ( 250 , 500 , and 1000 meters ) ...
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