## 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 107

For a multi - linear S - N model , the mean damage for a

narrow - banded

272 Ons W ; ) " ) ; ( 26 ) where A is a constant of the sea - state , w , is the peak ...

For a multi - linear S - N model , the mean damage for a

**stress**cycle of a nonnarrow - banded

**stress**process , E [ DD ] , is calculated from , NL P : E [ db ] = 2 (272 Ons W ; ) " ) ; ( 26 ) where A is a constant of the sea - state , w , is the peak ...

Page 195

The largest values of the extreme

Gumbel distribution . ... B and A respectively , describes well the long term

range distribution assuming a narrow banded process , with the m ' th moment of

the ...

The largest values of the extreme

**stress**distribution are assumed to follow aGumbel distribution . ... B and A respectively , describes well the long term

**stress**range distribution assuming a narrow banded process , with the m ' th moment of

the ...

Page 436

The

( 2 ) where so is the

The

**stress**intensity factor is given by the following equation : AK = 40 Y ( a ) . alt )( 2 ) where so is the

**stress**range and t is time . In the evaluation of the dynamic**stress**range levels , both the global ( 10 m ) and local ( 10 , ) dynamic**stress**...### What people are saying - Write a review

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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