## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |

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Page 179

8 - - - cos distribution ( cos ( thola ) ) ' s ) The mean

which also re quires only the first order potential for its evaluation , is less robust

and , in the quite important period range from 9 to 13 seconds , up to a 40 ...

8 - - - cos distribution ( cos ( thola ) ) ' s ) The mean

**drift force**on the other hand ,which also re quires only the first order potential for its evaluation , is less robust

and , in the quite important period range from 9 to 13 seconds , up to a 40 ...

Page 306

REFERENCES [ 1 ] Donley , M . G . and Spanos , P . D . , 1991 , " Stochastic

Response of a Tension Leg Platform to Viscous

Offshore Mechanics and Arctic Engineering , Vol . 113 , pp . 148 – 155 . [ 2 ]

Kareem ...

REFERENCES [ 1 ] Donley , M . G . and Spanos , P . D . , 1991 , " Stochastic

Response of a Tension Leg Platform to Viscous

**Drift Forces**, " ASME Journal ofOffshore Mechanics and Arctic Engineering , Vol . 113 , pp . 148 – 155 . [ 2 ]

Kareem ...

Page 395

... as cross wave conditions could become governing due to vessel roll motion .

vessel response - second order The wave

difference frequency - forces , and the spectrum of low frequency loads can be

written as ...

... as cross wave conditions could become governing due to vessel roll motion .

vessel response - second order The wave

**drift forces**are second order ·difference frequency - forces , and the spectrum of low frequency loads can be

written as ...

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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage defined dependent depth determined developed direction distribution dynamic effect element Engineering environmental equation estimate evaluated event example expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection International limit load loss maintenance maximum mean measured Mechanics method motion normal obtained offshore operational parameters peak performed period pipe pipeline platform possible predicted present probability probability of failure procedure production random range relative reliability represents response return period riser risk safety ship shown shows simulation spectral spectrum statistical storm strength stress structure surface Table theory typical ultimate uncertainties variables wave height wind