## 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 22

Total time for

spent in itb condition . Heading Probability * Loading Probability * Probability of

sea state . Figure 5 . 1 : locations for

Total time for

**fatigue**analysis . response zero crossing frequency . % of timespent in itb condition . Heading Probability * Loading Probability * Probability of

sea state . Figure 5 . 1 : locations for

**fatigue**analysis showing draft levels The**fatigue**...Page 23

often been the highest

structural repairs and modifications . Comparten a touton demagu thoms dierond

mathede Box simplification Method 2 3 Method 3 5 . 1 ) . Influence of wave ...

often been the highest

**fatigue**damage areas within a tanker and have requiredstructural repairs and modifications . Comparten a touton demagu thoms dierond

mathede Box simplification Method 2 3 Method 3 5 . 1 ) . Influence of wave ...

Page 84

ABS calls for examining the rope for developing failure modes after this

test . ABS recommends that “ the intact maximum tension . . . is not to exceed 55

% of the minimum break strength . ” This is equivalent to an FS of 1 . 82 . The

DNV ...

ABS calls for examining the rope for developing failure modes after this

**fatigue**test . ABS recommends that “ the intact maximum tension . . . is not to exceed 55

% of the minimum break strength . ” This is equivalent to an FS of 1 . 82 . The

DNV ...

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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