## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |

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Page 240

masses for the ith force component and the kth mode of motion and are known from

masses for the ith force component and the kth mode of motion and are known from

**linear**diffraction theory . To incorporate the added mass and damping into the equations of motion , the components in the x , y , z , and coordinate ...Page 365

Second order geometric non -

Second order geometric non -

**linear**terms for the of hanging risers based on an adaptive non - uniform grid finite tension - displacement relation and non -**linear**fluid drag forces are difference method and an implicit time integration ...Page 482

Ramberg and Bartholomew ( 1982 ) again obtained good agreement between their measured natural frequencies of inclined cables and those predicted using Irvine's

Ramberg and Bartholomew ( 1982 ) again obtained good agreement between their measured natural frequencies of inclined cables and those predicted using Irvine's

**linear**theory . All of these recent studies suggested the existence of a ...### What people are saying - Write a review

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### Contents

FLOATING PRODUCTION SYSTEMS | 1 |

Early Production Systems in the North | 31 |

Dynamic Motions and Mooring Line Dynamics of the Veslefrikk Floating Production System | 49 |

Copyright | |

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### Common terms and phrases

analysis angle applied assumed axial bending cable calculated coefficient components Conference connection considered cost curve depth determined developed diameter direction displacement distribution drag dynamic effect element energy Engineering equation equipment estimated extreme factor fatigue field Figure flow force frequency function given important included increase installation International length limit linear load lower marine mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performed period pile pipe platform position predicted presented pressure problem production range ratio response riser rope shear shown shows significant soil solution static stiffness strength stress structure surface Table Technology tension tower vane vertical vessel wave weight wire