Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 93
... given by where X and Y denote the local coordinates from the center of the gravity to the point on the body's ... given by Eq . ( 4b ) , which already satisfies the bottom boundary condition with constant water depth . Taking the time ...
... given by where X and Y denote the local coordinates from the center of the gravity to the point on the body's ... given by Eq . ( 4b ) , which already satisfies the bottom boundary condition with constant water depth . Taking 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 hh is assumed to be Poisson distributed , and is given by PN ( nth ) th = ( 61 ) " th nih ! ( 14 ) Assuming that the annual ...
... given by eq . ( 12 ) . The number of annual storms Nth where the significant wave height exceed the threshold hh is assumed to be Poisson distributed , and is given by PN ( nth ) th = ( 61 ) " th nih ! ( 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 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