## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 4American Society of Mechanical Engineers, 1999 - Arctic regions |

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Page 22

Data analysis and construction of probability density

failure probabilities . • Assessment of the results . For each limit state

the variability in the sensitive parameters has to be quantified by data analysis

and ...

Data analysis and construction of probability density

**functions**. Evaluation offailure probabilities . • Assessment of the results . For each limit state

**function**,the variability in the sensitive parameters has to be quantified by data analysis

and ...

Page 26

The limit state

Standards Institute , 1991 ) is given by In ... yield strength , Oy , defect length , L ,

and initial defect depth , 20 , are represented by probability density

) ...

The limit state

**function**for fatigue crack growth of seam weld defects ( BritishStandards Institute , 1991 ) is given by In ... yield strength , Oy , defect length , L ,

and initial defect depth , 20 , are represented by probability density

**functions**f ( w) ...

Page 230

( 11 ) where V , ( ) are the corresponding interpolation

V ( 5 ) as the variable

system for determining Demo can be obtained . And the mth order differentiation

of ...

( 11 ) where V , ( ) are the corresponding interpolation

**functions**of õp . AdoptingV ( 5 ) as the variable

**function**0 ( 5 ) then substitute it in ( 1 ) , a linear algebraicsystem for determining Demo can be obtained . And the mth order differentiation

of ...

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### Contents

PIPELINE RELIABILITY AND LIMIT STATES DESIGN | 1 |

DESIGN OF PIPELINES AND RISERS | 5 |

OMAE99PIPE5019 | 21 |

Copyright | |

22 other sections not shown

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### Common terms and phrases

acceptable allowable analysis applied approach ASME assessment associated assumed axial bending branch buckling calculated capacity Conference considered construction Copyright corrosion cost crack defect defined deformation dent depth described determine developed diameter direction displacement effect element Engineering equation factor failure field Figure finite element force fracture function fuzzy given heat increase initial input inspection installation internal internal pressure length limit load material maximum measured Mechanics method modes neural networks obtained occur Offshore operating parameters performed pipe pipeline plastic possible predicted presented pressure probability problem range reduce reliability represent respectively risk safety sand shown shows soil specified specimens standard steel strain strength stress structural surface Table Technology temperature valve wall thickness weld yield