## 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 100

No · The parameters Hc and mym are calibrated so that the cumulative failure

probabilities

SN model . The inspection method considered here is magnetic particle

inspection ...

No · The parameters Hc and mym are calibrated so that the cumulative failure

probabilities

**determined**with the fm model are equal to those calculated with theSN model . The inspection method considered here is magnetic particle

inspection ...

Page 131

The value for C may be

assumptions are considered here ; an ... repairs , which took a total of 11 months

to carry out . For this case , it was possible to

cost of 3 .

The value for C may be

**determined**in a number of ways . Two sets ofassumptions are considered here ; an ... repairs , which took a total of 11 months

to carry out . For this case , it was possible to

**determine**a lower bound failurecost of 3 .

Page 428

+ Har ! ' con The probability distribution for the annual maximum individual wave

heighis is

function ( CDF ) for the maximum individual wave heighis in a storm given thc

pcak ...

+ Har ! ' con The probability distribution for the annual maximum individual wave

heighis is

**determined**by convolving of the short - term cumulative probabilityfunction ( CDF ) for the maximum individual wave heighis in a storm given thc

pcak ...

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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