## 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 47

While the linearized force spectrum gives a good estimation of the square value of the force , Tickell ( 1977 ) showed that the corresponding Gaussian

While the linearized force spectrum gives a good estimation of the square value of the force , Tickell ( 1977 ) showed that the corresponding Gaussian

**distribution**underestimates the value of the force at the tail ends of the ...Page 78

The Gumbel type

The Gumbel type

**distribution**function has been found to be well suited for this purpose . J = 1 i . where Steps a ) through h ) are repeated n times , n being in the order of 100 - 500. In this way n estimated values of the design load ...Page 79

The corresponding

The corresponding

**distribution**function is determined as : estimated T - year events . 90 % confidence limits were obtained assuming that the**distribution**of the T - year events is normal in accordance with previous investigations ...### 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