## 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

The damage correction factor , à , for the total damage ( for all segments of the S -

N model ) is now

occurring in the total fatigue damage are presented below . which is dependent

on ...

The damage correction factor , à , for the total damage ( for all segments of the S -

N model ) is now

**defined**as , a = E [ DD ] ( 27 ) E [ DD ] nb The uncertaintiesoccurring in the total fatigue damage are presented below . which is dependent

on ...

Page 228

load and resistance characteristics Y , as well as the previously

deterioration progress variables X . If we assume the failure probability P , at time

t to be ...

**Define**a limit state function ( lsf ) gs involving a set of random variables such asload and resistance characteristics Y , as well as the previously

**defined**deterioration progress variables X . If we assume the failure probability P , at time

t to be ...

Page 413

... is applied to each of these disintegrated IMF - subsequently providing the

Hilbert amplitude spectra with significant instantaneous frequencies . Basically ,

the Hilbert transformation H ( x ( t ) ] of a data series x ( t ) is

? ) ...

... is applied to each of these disintegrated IMF - subsequently providing the

Hilbert amplitude spectra with significant instantaneous frequencies . Basically ,

the Hilbert transformation H ( x ( t ) ] of a data series x ( t ) is

**defined**( 13 ) : w ( 8 -? ) ...

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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