## 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 123

The

initial eigenfrequencies will not become true

mass will depend on the non - dimensional frequency and hence also on the ...

The

**response**is always assumed to take place at an eigenfrequency , but theinitial eigenfrequencies will not become true

**response**frequencies since addedmass will depend on the non - dimensional frequency and hence also on the ...

Page 419

corresponding to the center of gravity of the mean wind profile , i . e . : Charact D

...

ratio of 5 % .

**Response**specta The wind forces have been calculated at a heightcorresponding to the center of gravity of the mean wind profile , i . e . : Charact D

...

**Response**spectrum with varying wave age for U10 = 20 m / s and dampingratio of 5 % .

Page 472

The

springing

heave , roll , and pitch periods . There is very little wave energy above 30 s and

the ...

The

**response**for periods below 5 s is also called high - frequency ringing andspringing

**response**due to second - order sumfrequency excitation at the TLPheave , roll , and pitch periods . There is very little wave energy above 30 s and

the ...

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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