## 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 371

Hence , a single element can be used to model many marine

Hence , a single element can be used to model many marine

**cables**, regardless of length . ... bu = lower and upper bounds on b СphСpt normal and tangential drag coefficients EA axial stiffness of**cable**f ( b ) cost function F 3x3 ...Page 372

Because existing

Because existing

**cable**elements assume that the forces within an element are uniformly distributed , they can be inconvenient for marine applications , where discrete weights , buoys , and especially fluid drag forces would require ...Page 377

REFERENCES Ansari , K.A. , 1980 , ' Mooring with Multicomponent

REFERENCES Ansari , K.A. , 1980 , ' Mooring with Multicomponent

**Cable**Systems , Journal of Energy Resources Technology . ASME , Vol . 102 , pp . 62-69 . International Mathematical and Statistical Library , 1987 , User's Manual for Math ...### 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