## 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 340

Cases involving waves are more complicated , since three

Cases involving waves are more complicated , since three

**coefficients**, Ca , Cm , and Cd , are involved . ... It was found that while the drag**coefficient**for the current only case appeared to be about 1.2 , which is the usually ...Page 347

An adequate approximation is that the tendons are immovable at both ends ( i.e. , assuming that the platform remains motionless while the tendons vibrate ) . few modes mode shape

An adequate approximation is that the tendons are immovable at both ends ( i.e. , assuming that the platform remains motionless while the tendons vibrate ) . few modes mode shape

**coefficient**for a large U in the first C 200 * مما few ...Page 489

A drag

A drag

**coefficient**estimated by comparing the measured cable shape to computed shapes . ... Full development of this tool for numerical simulations requires knowledge of the hydrodynamic**coefficients**of the tow cable .### 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