## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 12, Parts 1-2American Society of Mechanical Engineers, 1993 - Arctic regions |

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Page 50

The linear wave

wavenumber k , is expected to produce a ... Because the first - and second - order

wave

...

The linear wave

**component**, which has amplitude A = H / 2 , frequency o , andwavenumber k , is expected to produce a ... Because the first - and second - order

wave

**components**are phase - locked and arrive at the cylinder at the same time...

Page 86

Therefore the horizontal

equations 13 , 14 , and 15 , with the definitions of # 1 and * 2 , equations lla and

11b , the

coefficients ...

Therefore the horizontal

**components**of the drift force are By comparingequations 13 , 14 , and 15 , with the definitions of # 1 and * 2 , equations lla and

11b , the

**components**can be defined as 426 = 0 and 42c = – 2 cos Byd . Thecoefficients ...

Page 119

The generation and dissipation of each spectral

using analytical solutions for the above linear ... 5 Wave parameters The wave

time t ...

The generation and dissipation of each spectral

**component**are obtained byusing analytical solutions for the above linear ... 5 Wave parameters The wave

**components**that arrive at location ( x , y ) at time t , are scattered at a previoustime t ...

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### Contents

OCEAN WAVES AND ENERGY | 1 |

OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING PART | 22 |

HYDRODYNAMIC FORCES | 33 |

Copyright | |

16 other sections not shown

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### Common terms and phrases

acceleration amplitude analysis angle applied approach approximately assumed body boundary calculated coefficients compared Comparison components computed condition considered coordinate corresponding cylinder damping defined depth determined developed direction displacement distribution domain drag drift dynamic effects element Engineering equation estimated experimental experiments expressed field Figure floating flow fluid force frequency function given horizontal hydrodynamic incident increase integral interaction irregular waves joint length lift force linear loading mass mean measured method mode mooring motion nonlinear observed obtained Ocean Offshore oscillating parameter peak period pile platform potential predicted presented probability problem random range ratio relative represents Research respectively response runup ship shown shows significant simulation solution spectrum speed storm structure surface surge Table tests theory values velocity vertical wave wave height wind