## 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 322

The current is defined for the calculation as an aveage velocity Vc and incoming

The current is defined for the calculation as an aveage velocity Vc and incoming

**direction**o to the vessel as shown in Fig . 3 - a . For a vessel with a wetted surface S , the current force components Fxc and Fyc can be estimated using ...Page 410

Throughout this paper v = 0 is the desired signal

Throughout this paper v = 0 is the desired signal

**direction**for convenience in calculation and is called the maximum response axis ( MRA ) of the array . The phases at the output of element 1 and ...Page 559

The principal

The principal

**directions**at a given point are those**directions**for which the normal curvature takes on minimum and ... Since a principal curvature**direction**vector must also fulfill 16 we also get du dv ug = € ( N + KG ) , V = -E ( M + ...### 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 | |

19 other sections not shown

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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