## 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 and Y ,

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

**parameters**are coupled through their dependence of the so - called shape**parameter**. In order to overcome this problem one can try to fit an analytical function to the ...Page 588

A , B , C : b siou E fe a ECR EXPERIMENTAL INTERACTION - CURVES KÖv Ky , K2 L2 M . N p R S Auxiliary

A , B , C : b siou E fe a ECR EXPERIMENTAL INTERACTION - CURVES KÖv Ky , K2 L2 M . N p R S Auxiliary

**parameters**. Koiter's b -**parameter**. Coefficient , which depends on the type of ...Page 625

Letting En + 1 denote this reference

Letting En + 1 denote this reference

**parameter**, the following expression can be defined : E ? + 1 = R1 + 1 / RS ) -R9 + 1 ( 12 ) Introducing ... A series of iteration schemes using different relaxation**parameters**has been proposed .### 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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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