## 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 372

By definition , the maximum vessel excursion

equals the calculated vessel design excursion from the corresponding mooring

design analysis . Riser Analysis A dynamic riser analysis in then performed in

which ...

By definition , the maximum vessel excursion

**response**from this realizationequals the calculated vessel design excursion from the corresponding mooring

design analysis . Riser Analysis A dynamic riser analysis in then performed in

which ...

Page 502

5 ( w / w ) From the above figures , it is seen that the translatory

( sway , surge and heave ) peaks are observed near incident wave spectral peak

. The peak of the roll spectrum occurs near the roll natural frequency of 0 .

5 ( w / w ) From the above figures , it is seen that the translatory

**response**spectra( sway , surge and heave ) peaks are observed near incident wave spectral peak

. The peak of the roll spectrum occurs near the roll natural frequency of 0 .

Page 688

offshore structures . stationary random process , then the

assumed i be stationary and hence its probabilistic properties would be invariar

with ...

**response**certainly paves the way for the probabilistic analysis of many fixedoffshore structures . stationary random process , then the

**response**can also beassumed i be stationary and hence its probabilistic properties would be invariar

with ...

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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