## 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 217

It has to be mentioned here that more

range , 0-5 . At higher ranges , not many runs could be conducted mainly

because of the limitations in the

present ...

It has to be mentioned here that more

**experiments**were conducted in the low KCrange , 0-5 . At higher ranges , not many runs could be conducted mainly

because of the limitations in the

**experimental**apparatus and the scope of thepresent ...

Page 225

n + - aktka ST s = 0 1 In case of single circular and rectangular cylinder In this

section , the numerical and

single cylinder with an incident angle of 0 ° and h / r = 5.0 are discussed . In

Figures 5 ...

n + - aktka ST s = 0 1 In case of single circular and rectangular cylinder In this

section , the numerical and

**experimental**results of the wave forces acting on asingle cylinder with an incident angle of 0 ° and h / r = 5.0 are discussed . In

Figures 5 ...

Page 413

( a ) In - Line Force Published

arranged by the drag coefficient , ca , and the inertia coefficient , Cm , or the

added mass coefficient , Ca , where Cr = 1 + Cao ) . Before describing the

computed results ...

( a ) In - Line Force Published

**experimental**data of hydrodynamic forcesarranged by the drag coefficient , ca , and the inertia coefficient , Cm , or the

added mass coefficient , Ca , where Cr = 1 + Cao ) . Before describing the

computed results ...

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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