## 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 119

i ( wy ( 25 ) i = 1 j = 1 By substituting

i ( wy ( 25 ) i = 1 j = 1 By substituting

**equations**( 14 ) , ( 15 ) , ( 18 ) - ( 21 ) into**equation**( 6 ) , the**equations**governing the second order ( 2 ) diffraction potential Dij read = 0 in V ( 26a ) Dij ( 2 ) ( t ) = Re { { THE ...Page 311

S ( elde Xj , Xj , , The first term of

S ( elde Xj , Xj , , The first term of

**equation**( 3 ) represents the conventional linear parts of the vessel dynamics and the second term is related to the nonlinear part . Further , in special case of only two directional**equation**( 3 ) ...Page 342

In such a case , it is generally agreed that the governing differential

In such a case , it is generally agreed that the governing differential

**equation**is of the form : 00 ( 12 ) satisfies these postulates and is unique within a constant factor ( see e.g. [ 5 ] ) . ỹ + ay + y + byly1 - y = x ( 14 ) The ...### 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