## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2; Volume 8, Part 2American Society of Mechanical Engineers, 1989 - Arctic regions |

### From inside the book

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Page 45

ON A NON - LINEAR STOCHASTIC WAVE

FORMULA A. H. Madsen Brown and Root Vickers Ltd. London , England J. J.

Jensen Department of Ocean Engineering The Technical University of Denmark

ABSTRACT ...

ON A NON - LINEAR STOCHASTIC WAVE

**THEORY**AND MORISON'SFORMULA A. H. Madsen Brown and Root Vickers Ltd. London , England J. J.

Jensen Department of Ocean Engineering The Technical University of Denmark

ABSTRACT ...

Page 50

0m 25m MWL I CONCLUSIONS The paper has demonstrated how a statistical

second - order wave

using Morison ' s formula . 35m 25 m It is found that the non - Gaussian behaviour

of ...

0m 25m MWL I CONCLUSIONS The paper has demonstrated how a statistical

second - order wave

**theory**can be applied in an analysis of offshore structuresusing Morison ' s formula . 35m 25 m It is found that the non - Gaussian behaviour

of ...

Page 579

WAVE HEIGHT PREDICTION USING STOKES ' HIGHER ORDER

E. P. Russo , Professor University of New ... using Stokes ' second and fifth order

WAVE HEIGHT PREDICTION USING STOKES ' HIGHER ORDER

**THEORIES**E. P. Russo , Professor University of New ... using Stokes ' second and fifth order

**theories**, thus giving more accurate relationships than predicted with linear**theory**.### What people are saying - Write a review

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### Contents

HYDRODYNAMIC FORCES | 1 |

WaveCurrent Force on Horizontal Cylinder | 7 |

DoubleFactor Method for the Linearization of Drag Force | 39 |

Copyright | |

45 other sections not shown

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### Common terms and phrases

added mass amplitude analysis applied approach approximately assumed body boundary calculated circular compared components computed considered correlation corresponding cylinder damping defined depends depth described determined direction distribution drag coefficient drift force effect elements Engineering equation estimate experimental experiments expressed extreme factor failure Figure flow fluid free surface frequency function given horizontal hydrodynamic important in-line included increase indicate integral length lift lift force linear load maximum mean measured Mechanics method mode motion nonlinear normal obtained Offshore oscillation parameters period pipeline potential predicted present pressure probability problem random range ratio reference relative reliability represented respectively response second order separation shear ship shown shows simulation solution structure surface Table term tests theory transverse uncertainty variables varying velocity vertical vortex wave force wave height