## 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 82

The latter is slightly smaller than the former , since the natural

system decreases with the increase of the ratio of energy dissipation ( 5 ) , ( w =

Wn ( 1 - 52 ) ) [ 20 ] . This should be expected since the Generalized Jacobi

method ...

The latter is slightly smaller than the former , since the natural

**period**of thesystem decreases with the increase of the ratio of energy dissipation ( 5 ) , ( w =

Wn ( 1 - 52 ) ) [ 20 ] . This should be expected since the Generalized Jacobi

method ...

Page 193

ARS for Topsido at COG Elevation ( Kobe Earthquake ( Kobe Earthquake ) -

3301 Acorteotton Response oleds ro 1 1 1 001

Top Elevation ( Kobe Earthquake ) masured tam LAT ( m ) . 1 11 1 1 1 1 1

Acceleration ...

ARS for Topsido at COG Elevation ( Kobe Earthquake ( Kobe Earthquake ) -

3301 Acorteotton Response oleds ro 1 1 1 001

**Period**( sect ARS for Jacket &Top Elevation ( Kobe Earthquake ) masured tam LAT ( m ) . 1 11 1 1 1 1 1

Acceleration ...

Page 242

The indices refer to the return

probability of occurrence , can be obtained in the form of contour diagrams , and

...

The indices refer to the return

**period**, h is the wave height and T is the wave**period**. Other combinations of wave heights and**periods**, which give the sameprobability of occurrence , can be obtained in the form of contour diagrams , and

...

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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