## 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 |

A Design Evaluation Method to Assess the Strength and Fatigue Characteristics of FPSOS | 17 |

Copyright | |

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### Common terms and phrases

amplitude analysis angle applied approach ASME assumed average beam bending breaking calculated coefficient compared comparison components computed Conference considered Copyright corresponding cylinder damage damping deck depth determined developed direction displacement distribution dynamic effects element energy Engineering equation estimated extreme fatigue Figure floating fluid forces frequency function geometry given heave horizontal included increase initial International joint length linear load mass maximum mean measured method mode mooring motion nonlinear normal observed obtained Offshore parameters peak performed period plates platform position prediction present pressure problem Proceedings range ratio reference relative represent respectively response riser rope scale shape ship shown shows significant simulation soil solution Spar spectrum stiffener stiffness strength stress structure surface surge Table Technology tension tests values variation vertical vessel wave height wind