## 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 37

1994 OMAE - Volume I, Offshore Technology ASME 1994 THE NUMERICAL

SIMULATION OF FULLY-NONLINEAR THREE-DIMENSIONAL

INCLUDING THE EFFECTS OF SHEAR CURRENTS Douglas G. Dommermuth, ...

1994 OMAE - Volume I, Offshore Technology ASME 1994 THE NUMERICAL

SIMULATION OF FULLY-NONLINEAR THREE-DIMENSIONAL

**OCEAN**WAVESINCLUDING THE EFFECTS OF SHEAR CURRENTS Douglas G. Dommermuth, ...

Page 77

Coastal and

1989a). Approximation of Second-Order Diffraction Loads on Arrays of Vertical

Circular Cylinders. Fluids and Structures. 3. Abul-Azm, A.G. and Williams, A.N. (

1989b) ...

Coastal and

**Ocean**Division ASCE. 114. Abul-Azm, A.G. and Williams, A.N. (1989a). Approximation of Second-Order Diffraction Loads on Arrays of Vertical

Circular Cylinders. Fluids and Structures. 3. Abul-Azm, A.G. and Williams, A.N. (

1989b) ...

Page 104

J. of Waterway, Port, Coastal and

Hung, S. M. 1987 Second-order diffraction forces on a vertical cylinder in regular

waves. Applied

...

J. of Waterway, Port, Coastal and

**Ocean**Eng. 108, 306-325. Eatock Taylor, R. &Hung, S. M. 1987 Second-order diffraction forces on a vertical cylinder in regular

waves. Applied

**Ocean**Research 9, 19-30. Havclock, T. H. 1940 The pressure of...

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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