## 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 19

3 ) . The moment interpolation factor and effective stiffener breadth are calculated

as follows , ( taken from reference ( 3 ) . 3 . 1 ) Calculation of global bending

stress RAOS . The global bending stress RAOs are determined from the

and ...

3 ) . The moment interpolation factor and effective stiffener breadth are calculated

as follows , ( taken from reference ( 3 ) . 3 . 1 ) Calculation of global bending

stress RAOS . The global bending stress RAOs are determined from the

**vertical**and ...

Page 49

17 Time series of

wave ) [ * 10 * 2 ] 4 . 0 EXP . - - - CAL . " 40 50 60 70 80 Fig . 10 Time series of

17 Time series of

**vertical**displacement at point 1 ( Case C , two - directionalwave ) [ * 10 * 2 ] 4 . 0 EXP . - - - CAL . " 40 50 60 70 80 Fig . 10 Time series of

**vertical**displacement at point 5 ( Case 2 , uni - directional wave ) 001 EXP . CAL .Page 367

Moment at Joint ( k - ft ) Moment of Sagbend ( k - ft )

105 . 4 72 . 6 . 6 105 . 4 | 72 . 6 . 8 105 . 4 72 . 6 139 . 5 76 . 4 - 19 . 5 139 . 5 75 . 6

- 96 . 4 139 . 7 74 . 46 31 . 1 75 . 0 68 . 0 | Max bending stress ( ksi ) Tensile ...

Moment at Joint ( k - ft ) Moment of Sagbend ( k - ft )

**Vertical**angle ( deg . ) 0 . 06105 . 4 72 . 6 . 6 105 . 4 | 72 . 6 . 8 105 . 4 72 . 6 139 . 5 76 . 4 - 19 . 5 139 . 5 75 . 6

- 96 . 4 139 . 7 74 . 46 31 . 1 75 . 0 68 . 0 | Max bending stress ( ksi ) Tensile ...

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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