Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 119
where is the right-hand side of equation (15). When standard central differencing
is used, we solve two tridiagonal systems of equations. The boundary conditions
on Sv in equation (17) are the periodic conditions in rj. The boundary conditions ...
where is the right-hand side of equation (15). When standard central differencing
is used, we solve two tridiagonal systems of equations. The boundary conditions
on Sv in equation (17) are the periodic conditions in rj. The boundary conditions ...
Page 169
multiplying P^o with one of the reduction formulas presented in the previous
section (Equations 16, 17 or 18) or by the API bilinear formula (Equation 14). In
addition, the value of the interaction curve on the horizontal axis M„\ (i.e., the
ultimate ...
multiplying P^o with one of the reduction formulas presented in the previous
section (Equations 16, 17 or 18) or by the API bilinear formula (Equation 14). In
addition, the value of the interaction curve on the horizontal axis M„\ (i.e., the
ultimate ...
Page 356
2 Governing Equations and Pressure Correction Formulation The governing
equations are the following non-dimensionalized Navier-Stokes equations of
incompressible flow : V. ti = 0 (1) 9ü (2) 9t The first is the continuity equation,
while the ...
2 Governing Equations and Pressure Correction Formulation The governing
equations are the following non-dimensionalized Navier-Stokes equations of
incompressible flow : V. ti = 0 (1) 9ü (2) 9t The first is the continuity equation,
while the ...
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Contents
OCEAN WAVES AND ENERGY | 1 |
HYDRODYNAMIC FORCES | 45 |
COMPUTATIONAL HYDRODYNAMICS | 91 |
Copyright | |
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added mass amplitude analysis boundary conditions buoy calculated Circular Cylinder compliant tower components correlation length curve deck diameter diffraction drag coefficient drag force drift force dynamic effects energy 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 maxima maximum measured method model tests modes mooring line nonlinear obtained Ocean OMAE oscillating cylinder parameters peak phase pipe platform predicted present pressure problem quadratic Quickwave random ratio 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 vector velocity potential vertical vibration vortex shedding water depth wave force wave frequency wave height wave power wind