Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 333
... functions were analyzed from the measured records . The method used in the analysis of the first order response function is the FFT method . The bi - frequency response function or the second order response function was analyzed from ...
... functions were analyzed from the measured records . The method used in the analysis of the first order response function is the FFT method . The bi - frequency response function or the second order response function was analyzed from ...
Page 334
... function of mooring line The arguments in the dynamic equations of a mooring line are time t and a Lagrangian ... function and bi - frequency response function . The first order response function can be obtained as follows : SF , ( W ) ...
... function of mooring line The arguments in the dynamic equations of a mooring line are time t and a Lagrangian ... function and bi - frequency response function . The first order response function can be obtained as follows : SF , ( W ) ...
Page 175
sets . The concept of characteristic function has been extended to membership function by the theory of fuzzy Membership function can be of any value in the range [ 0,1 ] , and allows various degrees of membership for the elements of a ...
sets . The concept of characteristic function has been extended to membership function by the theory of fuzzy Membership function can be of any value in the range [ 0,1 ] , and allows various degrees of membership for the elements of a ...
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