## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1American Society of Mechanical Engineers, 2006 - Arctic regions |

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Page 182

2 - 5 : The generic parametric curve : r ( t ) = x ( t ) i + y ( t ) ; The

cos ( 0 ; ) i + sin ( 0 : ) j where : 050 < 21 - - Figure 3 Parametric curve r ( t ) ,

vector u ; and length Li . The length associated with one

...

2 - 5 : The generic parametric curve : r ( t ) = x ( t ) i + y ( t ) ; The

**unit**vectors : u ; =cos ( 0 ; ) i + sin ( 0 : ) j where : 050 < 21 - - Figure 3 Parametric curve r ( t ) ,

**unit**vector u ; and length Li . The length associated with one

**unit**vector : L ; = max { u...

Page 290

Critical Azimuth Axis

conceptual floating production and storage

between the University of São Paulo and CENPES / Petrobras . It is a

monocolumn

Critical Azimuth Axis

**UNIT**CHARACTERISTICS The MonoBR is a newconceptual floating production and storage

**unit**developed by a partnershipbetween the University of São Paulo and CENPES / Petrobras . It is a

monocolumn

**unit**and ...Page 296

The

condition . HULL CHARACTERISTICS S - - In order to reach a good seakeeping ,

the

...

The

**unit**restores its initial position , maintaining the same draft in the even keelcondition . HULL CHARACTERISTICS S - - In order to reach a good seakeeping ,

the

**unit**features three main minimization devices . The structural skirt , a big keel...

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### Contents

OFFSHORE TECHNOLOGY | 1 |

OMAE200692014 | 7 |

OMAE200692049 | 17 |

Copyright | |

50 other sections not shown

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### Common terms and phrases

added amplitude analysis applied approach ASME bending body bottom boundary calculated capacity coefficients collision compared comparison computed configuration considered Copyright coupled curve damage damping deck defined developed direction displacement distribution domain dynamic effects element energy Engineering equation estimate experimental experiments fatigue field Figure floating flow force frequency function given heave height hull hydrodynamic impact increase International joints length linear load locations mass maximum mean measured Mechanics method mode mooring motion natural nonlinear numerical obtained Ocean offshore operation parameters performed period pile pipe plate platform position predicted presented pressure problem ratio reduced reference relative represents respectively response riser sensor ship shown shows simulation soil solution static stiffness stress structure surface Table tank tension transverse unit values vertical vessel water depth wave weld wind