## 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 104

The agreement between the present solution and that of Hudspeth and Sulisz (

1991 ) is excellent over the

were obtained with the first - order eigenseries truncated after 70 - 100 terms .

The agreement between the present solution and that of Hudspeth and Sulisz (

1991 ) is excellent over the

**frequency**range of interest . The numerical resultswere obtained with the first - order eigenseries truncated after 70 - 100 terms .

Page 285

As there are many closely spaced natural

excitation and its harmonics , one or more of ... Spectral peaks occurring at the

wave

to the ...

As there are many closely spaced natural

**frequencies**in the range of waveexcitation and its harmonics , one or more of ... Spectral peaks occurring at the

wave

**frequency**or its harmonics are indicated by the ratio of the peak**frequency**to the ...

Page 144

where < > means statistical average . - - - - The extension to 2nd order wave

elevation may be obtained by adding a second , double integral : m ( t ) = ni ( t ) +

n2 ( t ) ( 3 ) Fig . 1 The bi -

where < > means statistical average . - - - - The extension to 2nd order wave

elevation may be obtained by adding a second , double integral : m ( t ) = ni ( t ) +

n2 ( t ) ( 3 ) Fig . 1 The bi -

**frequency**domain . Sum -**frequency**and difference ...### What people are saying - Write a review

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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