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 67
... solution which satisfies corresponding inhomogeneous free surface condition as well as the Laplace equation and boundary conditions at sea bottom and far field . Then a general solution is composed by adding homogeneous solution to the ...
... solution which satisfies corresponding inhomogeneous free surface condition as well as the Laplace equation and boundary conditions at sea bottom and far field . Then a general solution is composed by adding homogeneous solution to the ...
Page 119
... solution . Figure 1 shows the evolution of the solution at Re - 855 for a progressively finer mesh for a coordinate transformation given by equation ( 6 ) with a = 1. The converged solution is obtained for a grid of 321 x 257 ( r by 0 ) ...
... solution . Figure 1 shows the evolution of the solution at Re - 855 for a progressively finer mesh for a coordinate transformation given by equation ( 6 ) with a = 1. The converged solution is obtained for a grid of 321 x 257 ( r by 0 ) ...
Page 275
... solution of Equation ( 10 ) based on energy flux maximization eliminates progressive reflected waves . The same result was obtained by Milgram ( 1965 ) who used directly the consideration that the solution have no reflected waves . The ...
... solution of Equation ( 10 ) based on energy flux maximization eliminates progressive reflected waves . The same result was obtained by Milgram ( 1965 ) who used directly the consideration that the solution have no reflected waves . The ...
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