## 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 279

ABSTRACT The characteristics of

cylinder in regular waves have been investigated experimentally . The study

covers Reynolds numbers at still water level from 1200 to 9000 and Keulegan ...

ABSTRACT The characteristics of

**lift forces**acting on a rigidly mounted verticalcylinder in regular waves have been investigated experimentally . The study

covers Reynolds numbers at still water level from 1200 to 9000 and Keulegan ...

Page 280

Bidde ( 9 ) carried out measurements of both in - line and

cylinder in waves . He found that , as in the case of ... The dependence of the total

Bidde ( 9 ) carried out measurements of both in - line and

**lift forces**on a verticalcylinder in waves . He found that , as in the case of ... The dependence of the total

**lift force**on representative Keulegan Carpenter numbers has been confirmed ...Page 487

Namely Cd and Cm in the Morison equation are nothing but the coefficients in the

direction of longitudinal axis per unit length . are are some mean 3.2

can as some on we of means are it a and Here , must note that all of these ...

Namely Cd and Cm in the Morison equation are nothing but the coefficients in the

direction of longitudinal axis per unit length . are are some mean 3.2

**Lift Force**can as some on we of means are it a and Here , must note that all of these ...

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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