## 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 373

The unit basis vectors of the local coordinate system are given by then the

The unit basis vectors of the local coordinate system are given by then the

**normal**and tangential components of Ve are used to determine distributed drag forces based on the ( constant ) drag coefficients CDn and CDt .Page 433

ABSTRACT u u , Y X NE X , Y , z components of water particle velocity in x y z cartesian coordinate system

ABSTRACT u u , Y X NE X , Y , z components of water particle velocity in x y z cartesian coordinate system

**Normal**vector of water particle velocity u n a n SCY CZ**Normal**vector of water particle acceleration Direction cosines of tubular ...Page 555

... principal curvature minimum principal curvature derivative of the curvature with respect to arc length

... principal curvature minimum principal curvature derivative of the curvature with respect to arc length

**normal**curvature in paramtric direction 1**normal**curvature in paramtric direction 2 Gauss curvature unit**normal**to the plane of a ...### 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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amplitude analysis applied approach array axial barge beam bending buoyancy cable calculated coefficient combination compared configuration considered corresponding curvature curve damping defined depth determined developed direction displacement distribution drag dynamic effects element Engineering equation estimated extreme factor fatigue Figure flexible riser flow force frequency function geometry given height important increase interaction length linear load marine mass matrix maximum mean measured method mode mooring motion natural Non-dim nonlinear normal obtained offshore operation parameters performed period phase pile platform position Potential predicted present problem production programs ratio REFERENCES relative represents respectively response riser rotating seas selection ship shown shows simulation soil solution static stiffness strain stress structure surface Table tension tests values vector vertical vessel wave wind