## 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 67

... this particular solution satisfies the free surface condition given to 0i„ . Since

the zeroth order

corresponding homogeneous problem, and % satisfies ordinary Sommerfeld

radiation ...

... this particular solution satisfies the free surface condition given to 0i„ . Since

the zeroth order

**diffraction**potential <t>o can be regarded as a solution ofcorresponding homogeneous problem, and % satisfies ordinary Sommerfeld

radiation ...

Page 77

Second-Order

Coastal and Ocean Division ASCE. 114. Abul-Azm, A.G. and Williams, A.N. (

1989a). Approximation of Second-Order

Circular ...

Second-Order

**Diffraction**Loads on Truncated Cylinders. J. Waterways. Port.Coastal and Ocean Division ASCE. 114. Abul-Azm, A.G. and Williams, A.N. (

1989a). Approximation of Second-Order

**Diffraction**Loads on Arrays of VerticalCircular ...

Page 104

z Chen M. C. & Hudspeth R. T. 1982 Nonlinear

expansions. J. of Waterway, Port, Coastal and Ocean Eng. 108, 306-325. Eatock

Taylor, R. & Hung, S. M. 1987 Second-order

cylinder in ...

z Chen M. C. & Hudspeth R. T. 1982 Nonlinear

**diffraction**by eigenfunctionexpansions. J. of Waterway, Port, Coastal and Ocean Eng. 108, 306-325. Eatock

Taylor, R. & Hung, S. M. 1987 Second-order

**diffraction**forces on a verticalcylinder in ...

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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