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

### From inside the book

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Page 90

The solid line denotes the

data from Turcotte et al . ( 1984 ) . seabed have not been available until now , a

possible verification of the

The solid line denotes the

**present**results and symbols denote the laboratorydata from Turcotte et al . ( 1984 ) . seabed have not been available until now , a

possible verification of the

**present**model is to compare with the previous ...Page 563

The sensitivity of the results to various parameters associated with the diffraction

calculations ( i . e . the computation of the linear and biquadratic transfer

functions ) is also briefly addressed in the

aspects ...

The sensitivity of the results to various parameters associated with the diffraction

calculations ( i . e . the computation of the linear and biquadratic transfer

functions ) is also briefly addressed in the

**present**section . The most importantaspects ...

Page 628

In [ 1 ] two approaches are recommended to assignment of risk levels : By

applying the developed safety assessment system to the

model , the risk level for each RCO is derived . With these results for the

probability of no .

In [ 1 ] two approaches are recommended to assignment of risk levels : By

applying the developed safety assessment system to the

**present**bulk carriermodel , the risk level for each RCO is derived . With these results for the

probability of no .

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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 | |

86 other sections not shown

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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