## 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 98

DESCRIPTION OF MODEL - I The unknown

together with direction Ñ are required to be computed from a system of

conservation equations described in the next section . We first formulate the

potential of a wave ...

DESCRIPTION OF MODEL - I The unknown

**parameters**mentioned abovetogether with direction Ñ are required to be computed from a system of

conservation equations described in the next section . We first formulate the

potential of a wave ...

Page 100

See Zaman et al ( 2001 ) . The wave - number - like

computed from equation 18 . ... In the first step each model will predict the wave -

current

field .

See Zaman et al ( 2001 ) . The wave - number - like

**parameter**k would becomputed from equation 18 . ... In the first step each model will predict the wave -

current

**parameters**that define the wave - current flow assuming an inviscid fluidfield .

Page 274

The following

Cases 1200 1000 800 600 400 200 500 1000 1500 2000 2500 Population 20

Crossover rate 0 . 5 Crossover type 2 point Mutation rate 0 . 1 Selection type ...

The following

**parameters**were used in the genetic algorithm : 1400 5° - 9 LoadCases 1200 1000 800 600 400 200 500 1000 1500 2000 2500 Population 20

Crossover rate 0 . 5 Crossover type 2 point Mutation rate 0 . 1 Selection type ...

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### Contents

OFFSHORE TECHNOLOGY | 1 |

OMAE200692014 | 7 |

OMAE200692049 | 17 |

Copyright | |

32 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