Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 32
... theory ( R = 0 ) provides predic- tions essentially midway between the crest - trough predictions shown in Figure 5 . For an additional examination of equation ( 14 ) , we may consider crest data associated with Case D ( R = 0.10 ) and ...
... theory ( R = 0 ) provides predic- tions essentially midway between the crest - trough predictions shown in Figure 5 . For an additional examination of equation ( 14 ) , we may consider crest data associated with Case D ( R = 0.10 ) and ...
Page 35
... theory to include Stokes second order nonlinearities . The approach has been first to calibrate linear theory for crest and trough statistics of ran- dom seas in order to make it applicable to results from linear computer simulation ...
... theory to include Stokes second order nonlinearities . The approach has been first to calibrate linear theory for crest and trough statistics of ran- dom seas in order to make it applicable to results from linear computer simulation ...
Page 95
... theory , while drift forces based on finite amplitude motion model are 20-30 % lower . The steady drift forces Fd on the same floating bodies shown above except the vertical stiffness calculated by the momentum theory ( extended Maruo's ...
... theory , while drift forces based on finite amplitude motion model are 20-30 % lower . The steady drift forces Fd on the same floating bodies shown above except the vertical stiffness calculated by the momentum theory ( extended Maruo's ...
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