## 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 50

ANALYTICAL TOOLS The following techniques are implemented to find the static and dynamic solution of the equation system : SEAFLOATER : Linearized

ANALYTICAL TOOLS The following techniques are implemented to find the static and dynamic solution of the equation system : SEAFLOATER : Linearized

**Motion**Response The program SEAFLOATER ( 1 ) is used to calculate the linearized response ...Page 52

The main results from the total horizontal , vertical and angular

The main results from the total horizontal , vertical and angular

**motion**at c.0.G. for long - crested sea in the five weather conditions are presented in figure 4 6 . RESULTS Total**Motions**For horizontal**motions**in the 10000 year ...Page 359

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**motion**simulation of the riser's top end where = segment length error vector ( 46,7 % -- Ti - tentative segment tension vector at the Kth iteration ( T , Tg , - , TN atr - length error deviative matrix com obtained from equations ...### 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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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