## Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |

### From inside the book

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Page 119

where is the right-hand side of

is used, we solve two tridiagonal systems of

on Sv in

where is the right-hand side of

**equation**(15). When standard central differencingis used, we solve two tridiagonal systems of

**equations**. The boundary conditionson 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 (

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). Inaddition, the value of the interaction curve on the horizontal axis M„\ (i.e., the

ultimate ...

Page 356

2 Governing

incompressible flow : V. ti = 0 (1) 9ü (2) 9t The first is the continuity

while the ...

2 Governing

**Equations**and Pressure Correction Formulation The governing**equations**are the following non-dimensionalized Navier-Stokes**equations**ofincompressible 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 | |

7 other sections not shown

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### Common terms and phrases

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