## 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 220

For higher values of gap , it occurs an increase on the drag

downstream cylinder and a small increase on the amplitude of the ... Table 1

shows the mean lift and drag

cases .

For higher values of gap , it occurs an increase on the drag

**coefficient**of thedownstream cylinder and a small increase on the amplitude of the ... Table 1

shows the mean lift and drag

**coefficients**and Strouhal numbers of the simulatedcases .

Page 387

Lift

Time 30 35 40 ( a ) ( a ) . . 1 . Lift

. 6 - 0 . 3 0 . 4 0 . 4 0 . 2 - 0 . 5 0 10 20 30 40 50 60 70 80 Time 0 10 20 30 40 50 ...

Lift

**Coefficient**Drag**Coefficient**0 5 10 15 20 25 30 35 40 Time 0 5 10 15 20 25Time 30 35 40 ( a ) ( a ) . . 1 . Lift

**Coefficient**httttttttt ' s Drag**Coefficient**0 . 8 0 . 2 0. 6 - 0 . 3 0 . 4 0 . 4 0 . 2 - 0 . 5 0 10 20 30 40 50 60 70 80 Time 0 10 20 30 40 50 ...

Page 534

JONSWAP SEAS ( Non - Breaking ) – the Markov

may also be investigated theoretically for non - breaking seas using combined

results from envelope theory and Markov theory for wave runs . This approach

has ...

JONSWAP SEAS ( Non - Breaking ) – the Markov

**coefficient**with threshold levelmay also be investigated theoretically for non - breaking seas using combined

results from envelope theory and Markov theory for wave runs . This approach

has ...

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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