## 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 153

The

formulated as a boundary value

compressible fluid . An extended eigenfunction expansion method is employed to

solve ...

The

**problem**to determine hydrodynamic forces on the structure is consequentlyformulated as a boundary value

**problem**for the radiation potential in acompressible fluid . An extended eigenfunction expansion method is employed to

solve ...

Page 435

The forward speed is assumed small , and the

first order in the forward speed , with a rigid wall condition on the free surface in

the steady part of the

...

The forward speed is assumed small , and the

**problem**is solved consistently tofirst order in the forward speed , with a rigid wall condition on the free surface in

the steady part of the

**problem**. The oscillatory radiation and diffraction potentials...

Page 459

( 0 , -manicoshk5 + sinhkg tanhkh ) ( 15 ) where * means complex conjugate . calf

con ensiallas e LINEAR FIRST HARMONIC SOLUTION Now we solve the

into ...

( 0 , -manicoshk5 + sinhkg tanhkh ) ( 15 ) where * means complex conjugate . calf

con ensiallas e LINEAR FIRST HARMONIC SOLUTION Now we solve the

**problem**beginning with the linear first - harmonic potential , which can be dividedinto ...

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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