## 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 64

Page 51

Comparison between capacity

by minimising the following expression : NEEM ( Pesu ( i ) - P ( 1 ) min > El Poli )

where N FEM is the total number of FEM analysis results . The penalty exponent

...

Comparison between capacity

**Equation**and FEA The calibrated fit was obtainedby minimising the following expression : NEEM ( Pesu ( i ) - P ( 1 ) min > El Poli )

where N FEM is the total number of FEM analysis results . The penalty exponent

...

Page 52

Normalised Capacity -

available test results Comparison between the capacity

available full scale tests The acceptance

form ...

Normalised Capacity -

**Equation**0 . 2 0 . 4 0 . 6 0 . 8 Normalised Capacity - Publicavailable test results Comparison between the capacity

**equation**and publicavailable full scale tests The acceptance

**equation**is expressed on a a similarform ...

Page 239

Considering the harmonic motion , ( 65 ) results in the following

; } = 1 i Pi P T . Al other condition

those of a joint . Considering the harmonic motion , ( 68 ) results in the following ...

Considering the harmonic motion , ( 65 ) results in the following

**equation**and { P; } = 1 i Pi P T . Al other condition

**equations**of an inclined roller are the same asthose of a joint . Considering the harmonic motion , ( 68 ) results in the following ...

### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Contents

PIPELINE RELIABILITY AND LIMIT STATES DESIGN | 1 |

DESIGN OF PIPELINES AND RISERS | 5 |

OMAE99PIPE5019 | 21 |

Copyright | |

22 other sections not shown

### Other editions - View all

### 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