Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 66
... element of matrix R ( r ) becomes the modified Bessel function of second kind ( 2e - in / 2K , ( kmr , ) ) and the element of vector Z ( z ) becomes cosine function ( cos | km | ( z + h ) / coskm / h ) respectively when m≥1.The ...
... element of matrix R ( r ) becomes the modified Bessel function of second kind ( 2e - in / 2K , ( kmr , ) ) and the element of vector Z ( z ) becomes cosine function ( cos | km | ( z + h ) / coskm / h ) respectively when m≥1.The ...
Page 357
... element approach . The same type of bilinear quadri- lateral element is used as for the momentum equations . The values of u , v and are defined in each element using the same expression as in ( 13 ) . In the present method , u , v and ...
... element approach . The same type of bilinear quadri- lateral element is used as for the momentum equations . The values of u , v and are defined in each element using the same expression as in ( 13 ) . In the present method , u , v and ...
Page 382
... element ( the Jh element ) out of all the surviving elements ( i.e. elements which are not already present on the chosen path ) and the probabilities of these new paths evaluated . A partial failure path , once chosen at Level ( J - 1 ) ...
... element ( the Jh element ) out of all the surviving elements ( i.e. elements which are not already present on the chosen path ) and the probabilities of these new paths evaluated . A partial failure path , once chosen at Level ( J - 1 ) ...
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 ASME boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction dimensionless drag coefficient drag force drift force dynamic effects Engineering envelope equation experimental Figure fluid Fluid Mechanics free surface heave Hilbert transform horizontal hydrodynamic hydrodynamic force incident wave increase installation interaction irregular waves lift coefficient lift force linear load control lock-in matrix maximum measured method model tests modes mooring line nonlinear obtained Ocean Offshore Technology OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio response Reynolds number riser seastate second-order shear shedding frequency shown simulation solution spectral spectrum stationary cylinder stiffeners Strouhal Strouhal number transfer function transverse turbulence uniform flow values velocity potential vertical vibration vortex shedding water depth Wave Force wave frequency wave power