## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |

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Page 270

Comparison of the maximum hydrodynamic force on the bottom and maximum

displacement in the middle of the bottom beam for two cases ( rigid and elastic

Comparison of the maximum hydrodynamic force on the bottom and maximum

displacement in the middle of the bottom beam for two cases ( rigid and elastic

**structure**) . ( max ) , MPa olmax ) rigid Table 3 . Results of the second series of ...Page 381

This solution methodology allows for the accurate prediction of the hydrodynamic

loads on offshore

then presented which explore the influence of aspect ratio effects on the lift and ...

This solution methodology allows for the accurate prediction of the hydrodynamic

loads on offshore

**structures**which is then ... Additional fixed**structure**results arethen presented which explore the influence of aspect ratio effects on the lift and ...

Page 636

The probability of failure can be expressed analytically as P ( F : ) = P ( D ; 2 C : )

where D , is the demand placed on the

of the

The probability of failure can be expressed analytically as P ( F : ) = P ( D ; 2 C : )

where D , is the demand placed on the

**structure**and C ; is the ability or capacityof the

**structure**to meet or satisfy the demand . P ( X ) is read as the probability ...### What people are saying - Write a review

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### Contents

OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |

Evaluation of Low Frequency Motions of a Turret Moored FPSO System and Their Influence | 9 |

OMAE2000OSU OFT3005 | 17 |

Copyright | |

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### Common terms and phrases

amplitude analysis applied approach ASME assessment assumed bending calculated coefficient compared comparison components computed considered Copyright corresponding cylinder damage damping defined dependent depth determined developed direction displacement distribution dynamic effects element energy Engineering equation estimated example extreme factor failure fatigue Figure floating fluid forces frequency function given heave horizontal important included increase initial International joint length limit linear load mass maximum mean measured method mode mooring motion nonlinear observed obtained Offshore operations parameters peak performed period pipeline plates platform position predicted present pressure probability problem procedure range ratio reference relative reliability represent respectively response riser risk safety ship shown shows significant simulation soil spectrum standard stiffness strength stress structure surface Table tension tests values variables vertical vessel wave height wind