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

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Page 56

One is the lift force and another is the force excited by

One is the lift force and another is the force excited by

**vertical**component ( velocity and acceleration ) of wave particle movement . The lift forces Fi ' are caused by the vortex shedding and velocity gradient phenomena .Page 77

Approximation of Second - Order Diffraction Loads on Arrays of

Approximation of Second - Order Diffraction Loads on Arrays of

**Vertical**Circular Cylinders . Fluids and Structures , 3 . Abul - Azm , A.G. and Williams , A.N. ( 1989 ) . Second - Order Diffraction Loads on Arrays of Semi - Immersed ...Page 116

The factor by which the extreme horizontal and

The factor by which the extreme horizontal and

**vertical**forces are reduced will be termed the soil - structure interaction factor . This factor indicates the degree of conservatism in the simplified design approach applying the extreme ...### What people are saying - Write a review

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### Contents

OCEAN WAVES AND ENERGY | 1 |

Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |

Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |

Copyright | |

24 other sections not shown

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### Common terms and phrases

amplitude analysis applied approach approximately assumed body boundary buoy calculated Circular coefficient compared components considered correlation corresponding curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured Mechanics method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio relative represent respectively response Reynolds number risk second-order shedding shown shows simulation solution spectrum structure surface Table tests theory tower turbulence values velocity vertical vibration vortex water depth wave wind