## 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 92

Faltinsen and Loken (1979) derived a two dimensional solution which rigorously

includes the second-order

enabling computation of the slowly varying second-order hydrodynamic forces.

Faltinsen and Loken (1979) derived a two dimensional solution which rigorously

includes the second-order

**velocity potential**and all nonlinear terms, thusenabling computation of the slowly varying second-order hydrodynamic forces.

Page 273

coefficients in the expansion for the

the ith degree of freedom (refers to one degree of freedom (d.o.f.) system if T is

not denoted) B ; complex motion amplitude of absorber in the ith of d.o.f. E energy

...

coefficients in the expansion for the

**velocity potential**a j(f ) absorber velocity inthe ith degree of freedom (refers to one degree of freedom (d.o.f.) system if T is

not denoted) B ; complex motion amplitude of absorber in the ith of d.o.f. E energy

...

Page 274

INNER DOMAIN IMAGINARY OUTER DOMAIN WAVE ABSORBER

77777777777777777777777Z^77777777777777? Fig. 1. Definition Sketch for

the Problem The

=-h $x=ky,t) ...

INNER DOMAIN IMAGINARY OUTER DOMAIN WAVE ABSORBER

77777777777777777777777Z^77777777777777? Fig. 1. Definition Sketch for

the Problem The

**velocity potential**is required to satisfy: V20 = 0 in CI <]>y = 0 at y=-h $x=ky,t) ...

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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