## 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

Results 1-3 of 83

Page 221

Clements , R . R . ( 1973 ) , An Inviscid Model of TwoDimensional Vortex

Shedding , Journal of

ACKNOWLEDGMENTS Ferziger , J . H . , Peric , M . ( 1996 ) Computational

Methods for

Clements , R . R . ( 1973 ) , An Inviscid Model of TwoDimensional Vortex

Shedding , Journal of

**Fluid**Mechanics , vol . 57 , part2 , pp . 321 - 336 .ACKNOWLEDGMENTS Ferziger , J . H . , Peric , M . ( 1996 ) Computational

Methods for

**Fluid**...Page 341

In every

method and the different

conditions from the motion of the riser . The procedure is used to solve the

vortexinduced ...

In every

**fluid**section the 2D vorticity equation is solved by a Vortex - in - Cellmethod and the different

**fluid**sections are coupled through the boundaryconditions from the motion of the riser . The procedure is used to solve the

vortexinduced ...

Page 457

A schematic representation along with detailed explanation of the algorithm is

provided by Bernitsas and Blouin ( 2 ) . where FAMT is the

Term , SMT is the Structural Mass Term , C , is the added mass coefficient ( C = 1

.

A schematic representation along with detailed explanation of the algorithm is

provided by Bernitsas and Blouin ( 2 ) . where FAMT is the

**Fluid**Added MassTerm , SMT is the Structural Mass Term , C , is the added mass coefficient ( C = 1

.

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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