## 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 3

The distributions of source strength are thus created and the tangential velocities

us around the surface are

pressure distributions around the surface from the Euler equation caused by the

terms ...

The distributions of source strength are thus created and the tangential velocities

us around the surface are

**obtained**. These velocities are used to give thepressure distributions around the surface from the Euler equation caused by the

terms ...

Page 378

The expected number of outcrossings can finally be

number of crossings by using the relation ( see appendix 2 ) Case II : t * is a

boundary point ( non - linear failure surface ) EING OF ; T ) ] = [ 29a ) -a + 2 a o ( a

) ] pi ...

The expected number of outcrossings can finally be

**obtained**from the expectednumber of crossings by using the relation ( see appendix 2 ) Case II : t * is a

boundary point ( non - linear failure surface ) EING OF ; T ) ] = [ 29a ) -a + 2 a o ( a

) ] pi ...

Page 500

Relative motion concept are compared with Coro . In the small reduced velocity

range , the values of Colla is smaller than Coro . A physical interpretation for the ...

**obtained**from two harmonic forced surging tests analyzed on the basis of theRelative motion concept are compared with Coro . In the small reduced velocity

range , the values of Colla is smaller than Coro . A physical interpretation for the ...

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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