## 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 5

Generally it is assumed that the solution of the complete boundary - value

Generally it is assumed that the solution of the complete boundary - value

**problem**for exists , and is unique ; mathematical proofs exist only for restricted body shapes , but physical intuition is sufficient to satisfy most engineers ...Page 132

Instead , an approximate solution is sought in which the diffraction

Instead , an approximate solution is sought in which the diffraction

**problem**for the cylinder array at this order is replaced by a pair of equivalent isolated body**problems**, adjusted to take into account interference effects .Page 191

ABSTRACT Nonlinear wave forces on large offshore structures The far field asymptotic solutions for the 2ndorder diffracted waves have been developed , both in three - and two - dimensional

ABSTRACT Nonlinear wave forces on large offshore structures The far field asymptotic solutions for the 2ndorder diffracted waves have been developed , both in three - and two - dimensional

**problems**. The radiation have attracted much ...### 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