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

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Page 280

number , rms . ... He found that , as in the case of harmonic flow

, the total lift coefficient and the predominant lift frequency are closely related to ...

**DESCRIPTION**OF EXPERIMENT 2 ) Root mean square value of the Reynoldsnumber , rms . ... He found that , as in the case of harmonic flow

**described**above, the total lift coefficient and the predominant lift frequency are closely related to ...

Page 389

The vagueness in the

fatigue life . The selection of some ... Wirsching showed that the long - term stress

distribution may be

The vagueness in the

**description**of a fatigue process exists in the expressions offatigue life . The selection of some ... Wirsching showed that the long - term stress

distribution may be

**described**by Weibull distribution . That is wave area 2.1 ...Page 547

An optical method is

within the well of large diameter blocked structures arising from interaction effects

. The paper describes Moire techniques to obtain immediate three dimensional ...

An optical method is

**described**to identify the modification of the incident wavewithin the well of large diameter blocked structures arising from interaction effects

. The paper describes Moire techniques to obtain immediate three dimensional ...

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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