Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 14
... transfer function are used to analyze the characteristics of buoy response . It should be noted that in order to ... transfer functions were determined between the response and the input wave height . The transfer functions between the ...
... transfer function are used to analyze the characteristics of buoy response . It should be noted that in order to ... transfer functions were determined between the response and the input wave height . The transfer functions between the ...
Page 15
... function for the four mooring at- tachments indicate that the heave motion ... transfer func- tion are relatively flat for frequencies less than approx ... transfer functions are di- rect outputs and no spectral analysis is necessary . As ...
... function for the four mooring at- tachments indicate that the heave motion ... transfer func- tion are relatively flat for frequencies less than approx ... transfer functions are di- rect outputs and no spectral analysis is necessary . As ...
Page 49
... transfer function comes from Faltisen and Loken ( 1982 ) for a cylinder , and the wave condition is the same as in Fig.1 . Figure 3 is the time history of the sum - frequency force , with the transfer function from Hsu and Blenkarn ...
... transfer function comes from Faltisen and Loken ( 1982 ) for a cylinder , and the wave condition is the same as in Fig.1 . Figure 3 is the time history of the sum - frequency force , with the transfer function from Hsu and Blenkarn ...
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