## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 7, Part 2American Society of Mechanical Engineers, 1988 - Arctic regions |

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Page 109

Abstract T = time shifts . py fourth order cumulant of Y. stationary fourth order cumulant

Abstract T = time shifts . py fourth order cumulant of Y. stationary fourth order cumulant

**function**Y. * Ý fourth order cumulant**function**of Y. central frequency of narrow band process . ως = natural frequency of structure .Page 110

For a non - gaussian process , theoretically , knowledge of all higher moment

For a non - gaussian process , theoretically , knowledge of all higher moment

**functions**is required [ 10 ] , but if ... Therefore the next higher even moment**function**after the second , i.e. the fourth order moment**function**, or its one ...Page 112

This behaviour of Øy at higher orders of could be explained by the following facts : ( a ) Written in its general form , the joint gaussian probability density

This behaviour of Øy at higher orders of could be explained by the following facts : ( a ) Written in its general form , the joint gaussian probability density

**function**to any order ( eg . egn.4-28 ...### What people are saying - Write a review

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### Contents

HYDRODYNAMIC FORCESI | 1 |

Catchment Regions of Multiple Dynamic Responses in Nonlinear Problems of Offshore Mechanics | 15 |

OFFSHORE TECHNOLOGY GEOTECHNICAL ENGINEERING | 21 |

Copyright | |

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acting added amplitude analysis applied approximately assumed body boundary breaker breaking calculated coefficients columns compared comparison component computations considered corresponding cylinder damping density dependence depth derived determined diameter direction distribution domain drag drift force dynamic effects elevation Engineering equation error estimated evaluated excitation experimental experiments expressed field Figure floating flow fluid free surface frequency function given horizontal hydrodynamic incident increase integral irregular length linear load mass maximum mean measured Mechanics method motion obtained Ocean Offshore oscillation panels parameters period phase platform potential predicted present pressure probability problem range ratio region regular waves relative respectively response shear shown shows simulation solution spectra spectrum structure surface Table tests theory values velocity vertical vortex wave drift wave forces wave height