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 64
... potential , are considered in the problem with an order higher than the leading one . To deal with the problem caused by the effects of undisturbed uniform flow , Emmerhoff & Sclavounos ' ( 1992 ) 4 ) method is followed . To obtain a ...
... potential , are considered in the problem with an order higher than the leading one . To deal with the problem caused by the effects of undisturbed uniform flow , Emmerhoff & Sclavounos ' ( 1992 ) 4 ) method is followed . To obtain a ...
Page 65
... potential differs from that of zeroth order only in the inhomogeneous terms on the right side . The inhomogeneous ... potential respectively . To ensure the uniqueness of the solution a proper far field condition should be added . The ...
... potential differs from that of zeroth order only in the inhomogeneous terms on the right side . The inhomogeneous ... potential respectively . To ensure the uniqueness of the solution a proper far field condition should be added . The ...
Page 74
... potential and the associated linearized radiation potentials may be expressed in terms of eigenfunction expansions and a two - dimensional higher - order boundary element approach is used to obtain the solution at this order . The ...
... potential and the associated linearized radiation potentials may be expressed in terms of eigenfunction expansions and a two - dimensional higher - order boundary element approach is used to obtain the solution at this order . 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 |
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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