## 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 7

This is a Volterra equation with respect to the time variable , and a Fredholm equation in the spatial coordinates on the body , analogous to the frequency -

This is a Volterra equation with respect to the time variable , and a Fredholm equation in the spatial coordinates on the body , analogous to the frequency -

**domain**integral equation ( 1 ) . Following the solution for each value of t ...Page 10

Symbols ( + ) are directly calculated in the frequency -

Symbols ( + ) are directly calculated in the frequency -

**domain**using 1696 panels . The solid curve is derived by Fourier transformation from the impulse - response function in Figure 3 . 0.010 0.005 0.000 ,, - 0.005 Figure 5.Page 65

The relationship between force coefficients cd , Cm , including in Morison's Bq . and KC number Reynolds number Re , and the variation of cd and Cm in frequency

The relationship between force coefficients cd , Cm , including in Morison's Bq . and KC number Reynolds number Re , and the variation of cd and Cm in frequency

**domain**are analysed with the method of least - squares in time**domain**and ...### 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 | |

43 other sections not shown

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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