## 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 105

Therefore , a two - parameter Weibull or a Log - Normal probability distribution

can suitably

single variable Xk

...

Therefore , a two - parameter Weibull or a Log - Normal probability distribution

can suitably

**represent**this parameter . ... In a reliability - based analysis , thesingle variable Xk

**represents**the total uncertainties related to the system stiffness...

Page 195

Paris ' law has the following relation where the numerator

the stress range distribution that does not contribute to the fatigue damage , and

the denominator

...

Paris ' law has the following relation where the numerator

**represents**the part ofthe stress range distribution that does not contribute to the fatigue damage , and

the denominator

**represents**the whole stress range distribution . The numerator is...

Page 319

sle ( ar ) ) = { H , , Bnilai bn = 1 , . . . , N } in V . Given fuzzy set A ' ( which

the conclusion y ...

sle ( ar ) ) = { H , , Bnilai bn = 1 , . . . , N } in V . Given fuzzy set A ' ( which

**represents**the premise x in A ' ) and fuzzy relation A + B in U XV ( which**represents**the IF x is A THEN y is B ) , then a fuzzy set B ' in V ( which**represents**the conclusion y ...

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