## 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 27

Their distances between the center of the model and the pickups are

0 . ... accelerations on the vibrate - plate and on the stationary sub - carriage are

measured by the same type acceleration pickups vibl and vib2 ,

Their distances between the center of the model and the pickups are

**respectively**0 . ... accelerations on the vibrate - plate and on the stationary sub - carriage are

measured by the same type acceleration pickups vibl and vib2 ,

**respectively**.Page 452

... submerged circular section by the general and new source model

Figure 10 2nd - order pressure on the near waterline element of a swaying

rectangular section ( B / T = 2 ) by the general and new source model

... submerged circular section by the general and new source model

**respectively**Figure 10 2nd - order pressure on the near waterline element of a swaying

rectangular section ( B / T = 2 ) by the general and new source model

**respectively**( 1 .Page 681

Here Toba 1 and Toba 2 refer to Eqs . ( 9 ) and ( 13 ) ,

note that low and high values of u . / c , correspond to welldeveloped waves and

young waves ,

Here Toba 1 and Toba 2 refer to Eqs . ( 9 ) and ( 13 ) ,

**respectively**. One shouldnote that low and high values of u . / c , correspond to welldeveloped waves and

young waves ,

**respectively**. Figure 3 shows the drag coefficient for neutral ...### What people are saying - Write a review

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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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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