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 93
... given by Eq . ( 4b ) , which already satisfies the bottom boundary condition with constant water depth . Taking the time derivative of the governing equation given by Eq . ( 2 ) , Poisson's equation can be expressed in terms of the time ...
... given by Eq . ( 4b ) , which already satisfies the bottom boundary condition with constant water depth . Taking the time derivative of the governing equation given by Eq . ( 2 ) , Poisson's equation can be expressed in terms of the time ...
Page 339
... given direction ( wind or current ) platform drag coefficient for a given direction ( wind or current ) semi - submersible column diameter of the i - th type incoming energy between adjacent mooring lines environmental force for a given ...
... given direction ( wind or current ) platform drag coefficient for a given direction ( wind or current ) semi - submersible column diameter of the i - th type incoming energy between adjacent mooring lines environmental force for a given ...
Page 373
... given by eq . ( 12 ) . The number of annual storms Nth where the significant wave height exceed the threshold h1h is assumed to be Poisson distributed , and is given by PN ( nth ) th = ( 01 ) " th nin ! ( 14 ) Assuming that the annual ...
... given by eq . ( 12 ) . The number of annual storms Nth where the significant wave height exceed the threshold h1h is assumed to be Poisson distributed , and is given by PN ( nth ) th = ( 01 ) " th nin ! ( 14 ) Assuming that the annual ...
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