## 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 173

60 S3 - U , exp -S3 - D , exp JP - V , exo Deflection ( mm ) * S3 - D , tea * JP - V , tea

60 S3 - U , exp -S3 - D , exp JP - V , exo Deflection ( mm ) * S3 - D , tea * JP - V , tea

**Element**# 1**Element**# 2 20**Element**# 11**Element**# 12**Element**# 3**Element**# 4 o 200 400 600 800 1000 Eloment # 6 Moment ( kN - m )**Element**# 9 ...Page 237

torque M in the

torque M in the

**element**are denote an indicator defined by the local**element**node of an**element**at the joint . umi is defined as : =+ E ' ISW ( ) 2 ' E lư umi +1 , if im = Nm -1 , if Im = 1 ( 63 ) hele + E ܙ18 dau dao dao M - EIGE dize ...Page 240

This DQEM vibralion analysis model has the same advantage as the finite

This DQEM vibralion analysis model has the same advantage as the finite

**element**model of being able to solve generic problems . This DQEM vibration analysis model can solve vibration problems of generic frame structures with or without ...### What people are saying - Write a review

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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 distribution effect element Engineering equation factor failure field Figure force fracture function fuzzy given heat increase initial input inspection installation internal internal pressure joint 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