## 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 354

The configuration of the interface is determined by applying the fully - nonlinear

free -

kinematic and dynamic conditions can be applied neglecting the viscous stress

and ...

The configuration of the interface is determined by applying the fully - nonlinear

free -

**surface**condition . At the free**surface**, the following fully nonlinearkinematic and dynamic conditions can be applied neglecting the viscous stress

and ...

Page 464

relatively steep crest and a relatively flat trough characterise a Stokes 5th order

wave

Figure 5 . A 2D New Wave

.

relatively steep crest and a relatively flat trough characterise a Stokes 5th order

wave

**surface**. A Stokes 5th order wave**surface**is shown in Figure 3 . IIIIIIIIIIIIIFigure 5 . A 2D New Wave

**surface**based on a non - Gaussian seastate . Figure 3.

Page 678

For given velocity at the 10 m elevation , spectral peak period and stability

parameter , the sea

relevance of the results is discussed . y = - 55 ; stable ( 5 > 0 ) ( 3 ) One should

note that ...

For given velocity at the 10 m elevation , spectral peak period and stability

parameter , the sea

**surface**wind stress is determined . Finally , the engineeringrelevance of the results is discussed . y = - 55 ; stable ( 5 > 0 ) ( 3 ) One should

note that ...

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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