## 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 56

Page 112

It can be seen that the spectra obtained by

It can be seen that the spectra obtained by

**simulation**and equivalent stochastic quadratization are in good agreement at the ... The vertical lines mark the computed mean responses and clearly indicate that the**simulated**and equivalent ...Page 208

S2RS ΩMS Further comparisons of the Monte Carlo

S2RS ΩMS Further comparisons of the Monte Carlo

**simulation**predictions with the extensive and careful fatigue tests of ... The fatigue strength of two sizes of butt welds ( 20 mm and 6 mm ) were**simulated**using the Monte Carlo method .Page 209

Therefore , the statistics of 9 mm butt weldments18 were used for the

Therefore , the statistics of 9 mm butt weldments18 were used for the

**simulation**since their welding parameters were nearly similar to the 6 mm butt weldments11 . Monte Carlo**simulations**for three different R ratio ( -1.0 , -.33 and 0 ) ...### What people are saying - Write a review

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

### Contents

Investigation of the Ergodicity Assumption for Sea States in the Reliability Assessment of Offshore | 1 |

OFFSHORE TECHNOLOGY PART | 33 |

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

Copyright | |

15 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