## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9, Part 2American Society of Mechanical Engineers, 1990 - Arctic regions |

### From inside the book

Results 1-3 of 43

Page 61

It is noted that the material coefficient , um ,

It is noted that the material coefficient , um ,

**derived**from the present analyses in general is less than that of the NPD regulations . Pretension in this table is allocated to the group of deformation loads ( D ) .Page 90

Dalzell

Dalzell

**derived**approximate solution in which the bandwidth of response spectrum is considered ( 5 ) . ... In the papers of Vinje , Dalzell and Hineno 13,5,9,10 ) , all the expressions of probability density were**derived**by Hermitian ...Page 92

Similar to the linear system , the probability density function of maxima of nonlinear system can be easily

Similar to the linear system , the probability density function of maxima of nonlinear system can be easily

**derived**. The expected number of maxima occurring in the interval ( Y , Y , + dy , ) per unit time is By transformation shown in ...### What people are saying - Write a review

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

### Contents

OFFSHORE TECHNOLOGY PART | 33 |

Extreme Forces on Large AxiSymmetric Offshore Structures in Directional Seas | 49 |

RELIABILITYBASED DESIGN AND INSPECTION | 55 |

Copyright | |

14 other sections not shown

### Other editions - View all

### Common terms and phrases

analysis applied approach approximately assessment assumed average basic calculated coefficient component computed considered constant corresponding cost crack growth curve cycles damage defect density depends depth derived described determined developed deviation distribution drag effects Engineering equation equivalent estimated evaluated example expected extreme factor failure failure probability fatigue Figure force fracture frequency function geometry given important included increase indicated initial inspection integration joints limit linear load Lognormal material maximum mean measured mechanics method normal obtained offshore structures operation parameters performed period platform predicted present pressure probabilistic probability procedure random variable range ratio reference relative reliability represent requirements respectively response risk safety sensitivity shown shows significant simulation standard statistical storm strength stress structure surface Table tension tether tubular uncertainty variables variation wave wave height weld