## 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

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Page 173

... COETELD

O 200 400 600 800 1000

pratosparto

identifying ...

... COETELD

**Element**# 2 20**Element**# 11**Element**# 12**Element**# 3**Element**# 4O 200 400 600 800 1000

**Element**# 5 ... m )**Element**# 9**Element**# 10pratosparto

**Element**# 6**Element**# 7 Elamont Figure 11 Mesh cross - sectionidentifying ...

Page 237

torque ѡ in the

node of an

+ E * 18w 4 ( 7 • ) ?? umi d { + ] ; if +1 , if Im ' = Nm -1 , if smo = 1 ( 63 ) d2īg dau ...

torque ѡ in the

**element**are denote an indicator defined by the local**element**node of an

**element**at the joint . umi is defined as : M : - - E * 1 % + d ( 70 ) 2 Est .+ E * 18w 4 ( 7 • ) ?? umi d { + ] ; if +1 , if Im ' = Nm -1 , if smo = 1 ( 63 ) d2īg dau ...

Page 240

This DQEŃ vibration analysis model has the same advantage as the finite

DOF per

and ...

This DQEŃ vibration analysis model has the same advantage as the finite

**element**model of being able to solve generic problems . This DQEM ... analyses ,DOF per

**element**is the same for all**elements**in solving a problem . The**elements**and ...

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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