## 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 243

Hence , the commonly used

generic beams always involve the selection of ... to solve the nonprismatic beam

problems defined on an arbitrary coordinate system by the finite element

.

Hence , the commonly used

**methods**for describing the dynamic equilibrium ofgeneric beams always involve the selection of ... to solve the nonprismatic beam

problems defined on an arbitrary coordinate system by the finite element

**method**.

Page 253

Elsevier , Amsterdam , pp . 697-704 . Chen , C.N. , 1995 , " A Differential

Quadrature Element

on Engineering Computation and Computer Simulation , Changsha , CHINA , pp

. 25-34 .

Elsevier , Amsterdam , pp . 697-704 . Chen , C.N. , 1995 , " A Differential

Quadrature Element

**Method**, ” Proceedings of the 1st International Conferenceon Engineering Computation and Computer Simulation , Changsha , CHINA , pp

. 25-34 .

Page 290

Interval

using engineering ... This paper discusses the different

the Probability of Failure and Consequence Modelling . Cost Associated with ...

Interval

**method**- The second , Interval**method**is an approximate**method**. Byusing engineering ... This paper discusses the different

**methods**of determiningthe Probability of Failure and Consequence Modelling . Cost Associated with ...

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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