## 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

velocity and acceleration) of wave particle movement. The lift forces F.' are

caused by the vortex shedding and velocity gradient phenomena. As mentioned

by many ...

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

**vertical**component (velocity and acceleration) of wave particle movement. The lift forces F.' are

caused by the vortex shedding and velocity gradient phenomena. As mentioned

by many ...

Page 77

Approximation of Second-Order Diffraction Loads on Arrays of

Cylinders. Fluids and Structures. 3. Abul-Azm, A.G. and Williams, A.N. (1989b).

Second-Order Diffraction Loads on Arrays of Semi-Immersed Circular Cylinders.

Approximation of Second-Order Diffraction Loads on Arrays of

**Vertical**CircularCylinders. Fluids and Structures. 3. Abul-Azm, A.G. and Williams, A.N. (1989b).

Second-Order Diffraction Loads on Arrays of Semi-Immersed Circular Cylinders.

Page 84

Results for horizontal and

of 1-2 are presented as functions of wave period on Figures 2 and 3, respectively.

The force per unit length of the body has been normalized on the basis of the ...

Results for horizontal and

**vertical**wave force amplitude for a depth to draft ratioof 1-2 are presented as functions of wave period on Figures 2 and 3, respectively.

The force per unit length of the body has been normalized on the basis of the ...

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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 | |

15 other sections not shown

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### Common terms and phrases

amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation 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 method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind