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

### From inside the book

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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 . Rilw , e ) . The variable w corresponds to the harmonic frequency , and the script i denotes VPI .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

H = 64 ( 5 ) ( 2 ) 1 HLE EA HL , EA Ramberg and Griffin ( 1977 ) measured the natural frequencies of taut and slack marine cables in air and in water and obtained good agreement with predictions based upon the

H = 64 ( 5 ) ( 2 ) 1 HLE EA HL , EA Ramberg and Griffin ( 1977 ) measured the natural frequencies of taut and slack marine cables in air and in water and obtained good agreement with predictions based upon the

**linear**theory of Irvine ...### What people are saying - Write a review

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### Contents

FLOATING PRODUCTION SYSTEMS | 1 |

OFFSHORE MECHANICS | 23 |

Early Production Systems in the North | 31 |

Copyright | |

34 other sections not shown

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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine unit vane vessel wave weight wire