## 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 45

INTRODUCTION The dynamic response of a compliant offshore structure is

sensitive to the Second-order

divided into forces with difference frequencies and sum frequencies. The

difference ...

INTRODUCTION The dynamic response of a compliant offshore structure is

sensitive to the Second-order

**wave force**. The second-order**wave force**can bedivided into forces with difference frequencies and sum frequencies. The

difference ...

Page 46

Therefore, in this presentation, we are interested in quadratic transformation in

more general ways than the

to decompose the

Therefore, in this presentation, we are interested in quadratic transformation in

more general ways than the

**wave**second-order**forces**only. The present idea isto decompose the

**waves**into a number of frequency narrowbanded components.Page 84

Results for horizontal and vertical

of 1-2 are presented as functions of ... It is noted that the wave amplitude used to

normalize the forces is the amplitude at the wall, which due to reflection from the

...

Results for horizontal and vertical

**wave force**amplitude for a depth to draft ratioof 1-2 are presented as functions of ... It is noted that the wave amplitude used to

normalize the forces is the amplitude at the wall, which due to reflection from 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