## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |

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Page 376

5 , is found when current effects are included : L , = 0.038 ; L2 = 1.16 ; L3 = 0.832 ; and W2 = -0.832 , with a total pipe

5 , is found when current effects are included : L , = 0.038 ; L2 = 1.16 ; L3 = 0.832 ; and W2 = -0.832 , with a total pipe

**length**of 2.02 and a mean vessel position of 1.07 . The active constraints involve minimum bend radius , riser ...Page 382

Unit EEE Parameter Total riser

Unit EEE Parameter Total riser

**length**Outside diameter Inside diameter Mass per unit**length**( in air , empty ) Moment of inertia Tortional moment of inertia Sectional area E - module Result Upper end tension Bottom end tension ...Page 472

Parameters that were considered included base width , brace area , leg area , pile

Parameters that were considered included base width , brace area , leg area , pile

**length**, pile area , deck payload , conductor mass , tower taper and flooded height ( near the base of the tower ) . In addition to period changes caused ...### What people are saying - Write a review

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### Contents

COMPLIANT STRUCTURES | 313 |

Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |

RISERSMOORINGSCABLES | 345 |

Copyright | |

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### Common terms and phrases

alternative amplitude analysis applied approach array axial barge bending brace buoyancy cable calculated coefficient combination compared configuration considered corresponding curve damping defined deflection determined developed direction displacement distribution drag dynamic effects elements Engineering environmental equation estimated extreme factor fatigue Figure flexible riser flow force frequency function given height important increase installation length linear load marine mass matrix maximum mean measured method mode mooring motion natural nonlinear obtained offshore operation parameters performed period phase pile platform position predicted present problem production ratio relative represents respectively response riser rotating selection shown shows significant simulation soil solution static stiffness storage strain stress structure surface Table tension tests values vertical vessel water depth wave wind