## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 5American Society of Mechanical Engineers, 1995 - Arctic regions |

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Page 452

the pipeline and the densities of the pipeline materials , the mean

used . This is based on the assumption that ... Table 2 gives the

distribution parameters ho and ß for the various cases covered . TABLE 2

WEIBULL ...

the pipeline and the densities of the pipeline materials , the mean

**value**of 1 isused . This is based on the assumption that ... Table 2 gives the

**values**of thedistribution parameters ho and ß for the various cases covered . TABLE 2

WEIBULL ...

Page 453

mean

is taken as a normal distribution . ... The following five quantities are modelled

with their respective mean

...

mean

**value**and standard deviation are tabulated in Table 5 , and the distributionis taken as a normal distribution . ... The following five quantities are modelled

with their respective mean

**values**Hi and standard deviations o ; determined from...

Page 479

For the triangular distributions it may be observed that the reduction in the mode

three percentile

For the triangular distributions it may be observed that the reduction in the mode

**value**of p from 16 to 8 had the effect of reducing the mean**value**, and each of thethree percentile

**values**, but increasing the COV . These effects are due to the ...### What people are saying - Write a review

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### Contents

ENVIRONMENTAL CONSIDERATIONS | 1 |

GEOTECHNICS | 65 |

VOLUME IA OFFSHORE TECHNOLOGY VOLUME III MATERIALS ENGINEERING | 125 |

Copyright | |

9 other sections not shown

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### Common terms and phrases

allowable analysis applied approach approximately assessment associated axial behaviour bending bottom calculated coating considered construction corrosion cost criteria critical crossing curve deformation depth described determined diameter direction displacement distribution effect element Engineering equation factors failure field Figure flow force function geotechnical given ground important increase indicated initial inspection installation integrity interaction internal joint length limit load lower material maximum measurements Mechanics metal method movement natural obtained occur Offshore operating parameters performed pipe pipeline possible potential predicted presented pressure procedure properties range reduced reliability representative resistance response risk safety seabed shown shows slope soil span specimen steel strain strength stress structural surface Table Technology temperature tests thickness values wall wave weld