## 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 367

An important shortcoming of this distribution is that the y , and Y ,

coupled through their dependence of the so - called shape

overcome this problem one can try to fit an analytical function to the largest ...

An important shortcoming of this distribution is that the y , and Y ,

**parameters**arecoupled through their dependence of the so - called shape

**parameter**. In order toovercome this problem one can try to fit an analytical function to the largest ...

Page 588

Auxiliary

type of support . Auxiliary

Elastic , critical stress of perfect cylinder . Critical stress of cylinder . Yield stress .

Auxiliary

**parameters**. Koiter ' s b -**parameter**. Coefficient , which depends on thetype of support . Auxiliary

**parameters**. Eto / 12 ( 1 - V ? ) Modulus of elasticity .Elastic , critical stress of perfect cylinder . Critical stress of cylinder . Yield stress .

Page 625

+ ( xs ) RR ( 13 ) ( 8 ) mizing Ent ! with respect to w * * and using to replace wh * ' ,

the relaxation

iteration schemes using different relaxation

+ ( xs ) RR ( 13 ) ( 8 ) mizing Ent ! with respect to w * * and using to replace wh * ' ,

the relaxation

**parameter**can be ... RD un + 1 = us + wn + lawat ( 9 ) A series ofiteration schemes using different relaxation

**parameters**has been proposed .### What people are saying - Write a review

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### Contents

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

RISERSMOORINGSCABLES | 345 |

HYDRODYNAMIC FORCES | 347 |

Copyright | |

13 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 curvature curve damage 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 indicate installation length linear load marine mass matrix maximum mean measured method mode mooring motion natural nonlinear normal obtained offshore operation parameters performed period phase pile platform position predicted present problem production relative represent respectively response riser rotating selection shown shows simulation soil solution static stiffness storage strain stress structure surface Table tension tests values vertical vessel water depth wave wind