## 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 355

This element is not yet operational under

This element is not yet operational under

**dynamic**conditions . Due to the high nonlinearities associated with the flexible risers behaviour , robust numerical algorithms are required both in static and**dynamic**analysis .Page 442

The wave loads on the GBS shafts for the

The wave loads on the GBS shafts for the

**dynamic**and the fatigue analyses are based on a frequency domain load analysis using Mac Camy and Fuchs theory . A number of wave directions are analysed . For each direction number of seastates ...Page 601

for the

for the

**dynamic**yield stress according to the Cowper - Symonds formula . The**dynamic**flow stress adopted in this case is 1.5 times the static yield stress . Jones , N. , 1979 , ' A literature survey on the collision and grounding ...### 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 | |

15 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 indicate 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 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