Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 53
... function h ( t ) , which normally are complex functions called " mother Wavelet " . While the width and amplitude of short time Fourier transform basis functions are constant , Wavelet transform basis functions are more adaptable . Not ...
... function h ( t ) , which normally are complex functions called " mother Wavelet " . While the width and amplitude of short time Fourier transform basis functions are constant , Wavelet transform basis functions are more adaptable . Not ...
Page 123
... function of second kind and order m . Modified Bessel function of first kind and order m . Jm Bessel function of first kind and order m . k Wave number . Km Modified Bessel function of second kind and order m . M Moment vector . Ma ...
... function of second kind and order m . Modified Bessel function of first kind and order m . Jm Bessel function of first kind and order m . k Wave number . Km Modified Bessel function of second kind and order m . M Moment vector . Ma ...
Page 135
... function may be written in the form of G ( p , q ) = + W ( p , q ) . The term is the Rankine source singu- larity part . The type of singularity of the and its derivative are of the weak singularity . This type of singularity can be ...
... function may be written in the form of G ( p , q ) = + W ( p , q ) . The term is the Rankine source singu- larity part . The type of singularity of the and its derivative are of the weak singularity . This type of singularity can be ...
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amplitude analysis ASME axial barge caisson calculated Campos Basin catenary coefficient comparison computed Conference on Offshore configuration Copyright damping deck diameter diffraction displacement draft drag drag coefficient dynamic effect equations Figure finite element flow fluid force FPSO frequency domain heave hot spot stress hull hydrodynamic installation interaction jacket kips linear load load transfer located longitudinal maximum measured Mechanics and Arctic method mode model test Model-I mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures parameters peak performed Petrobras pipe platform polyester predicted pressure ratio Rayleigh distribution response Reynolds number riser Riser Tensioning S-N curve seastates shear shown in Fig simulation soil spectral spectrum spudcan steel stiffness subsea Table transverse upstream cylinder values velocity velocity potential vertical vessel vibration vortex vortex induced vibrations water depth wave height Weibull distribution Y Force