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

### From inside the book

Results 1-3 of 71

Page 6

Transco asked BG Technology , assisted by external consultants , to conduct the

probabilistic

quantification of the increased failure probability of the Feeders at the increased

pressure .

Transco asked BG Technology , assisted by external consultants , to conduct the

probabilistic

**limit**state work . The end product of this work was to be aquantification of the increased failure probability of the Feeders at the increased

pressure .

Page 22

For each

quantified by data analysis and ultimately the construction of probability density

functions . This is achieved by performing appropriate statistical analyses of the ...

For each

**limit**state function , the variability in the sensitive parameters has to bequantified by data analysis and ultimately the construction of probability density

functions . This is achieved by performing appropriate statistical analyses of the ...

Page 57

OMAE99 / PIPE - 5040

Pipeline Design A . Dinovitzerl " ) , I . Konukl2 ) , Dr . R . Smith ( " ) , B . Xu " " . [ 1 ]

Fleet Technology Limited , Kanata , Ontario , Canada , e - mail : ADinovit ...

OMAE99 / PIPE - 5040

**Limit**States Design Applications of Strain - BasedPipeline Design A . Dinovitzerl " ) , I . Konukl2 ) , Dr . R . Smith ( " ) , B . Xu " " . [ 1 ]

Fleet Technology Limited , Kanata , Ontario , Canada , e - mail : ADinovit ...

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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