Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 190
... represent the effects of the different aspect ratios of the deck platform since the model in [ 4 ] is effectively two ... represents the cross - flow drag effect . The quantities and in Eq . ( 2 ) are determined de dt from the relative ...
... represent the effects of the different aspect ratios of the deck platform since the model in [ 4 ] is effectively two ... represents the cross - flow drag effect . The quantities and in Eq . ( 2 ) are determined de dt from the relative ...
Page 209
... represents the grading interval of statistics . Let Xi + 2 - x ; = 24x , and x = 4x + x1 = Xi + 2 Ax , using formula ( 6 ) , can be derived μ ( x ) = μ + 2 ( x ) = 1 , hence formula ( 7 ) can be obtained . Let N represents the frequency ...
... represents the grading interval of statistics . Let Xi + 2 - x ; = 24x , and x = 4x + x1 = Xi + 2 Ax , using formula ( 6 ) , can be derived μ ( x ) = μ + 2 ( x ) = 1 , hence formula ( 7 ) can be obtained . Let N represents the frequency ...
Page 352
... represents a concise stochastic definition of a conditional mean wave theory . ( 55 ) will represent realistically the largest crest which can be expected in a given sea state . Conditional mean wave elevation [ m ] 12 10 8 6 2 O Hs ...
... represents a concise stochastic definition of a conditional mean wave theory . ( 55 ) will represent realistically the largest crest which can be expected in a given sea state . Conditional mean wave elevation [ m ] 12 10 8 6 2 O Hs ...
Contents
OCEAN WAVES | 1 |
VOLUME IA OFFSHORE TECHNOLOGY | 65 |
J Chang | 86 |
Copyright | |
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analysis boundary conditions boundary layer calculated circular cylinder comparison compliant towers components computed corresponding crest criteria damping diffraction direction distribution drag coefficient dynamic effects Engineering equation estimated experimental Figure filter flow fluid force coefficients Fourier free surface fuzzy Hilbert transform hindcast horizontal velocity hydrodynamic impact force in-line incident wave KC number kinematics lift force linear Loop Current maximum measured method Morison motion Myrhaug NewWave non-linear obtained Offshore Structures orifice oscillating parameters phase planetary boundary layer plate platform potential flow prediction pressure rad/s random wave ratio regular waves Reynolds number sea wave second-order shear stress ship shown simulation sinusoidal spectra surface elevation tank tests tidal turbine turbulence values velocity potential vertical Volume I-A Walsh function water depth wave elevation wave energy wave force wave height wave kinematics wave power wave profile wave spectrum wave theory wave train wind