## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15, Part 2American Society of Mechanical Engineers, 1996 - Arctic regions |

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Page 52

However , calculations of the bivariate distribution of wave height and period from basic sea - state parameters using their model is computationally expensive and the formulation is once again critically

However , calculations of the bivariate distribution of wave height and period from basic sea - state parameters using their model is computationally expensive and the formulation is once again critically

**dependent**on the fourth ...Page 125

It is convenient to introduce a mean motion which is statistically

It is convenient to introduce a mean motion which is statistically

**dependent**of the significant wave height process , and when necessary a fluctuation from the mean motion to characterize extreme wind gusts ( Labeyrie et al . , 1994 ) .Page 380

The models account for temperature

The models account for temperature

**dependent**variation of yield strength and elastic modulus . 2.0 LOAD AND RESPONSE MODELS In this section , load and response models specifically implemented within the RASOS / OFSOS software are ...### What people are saying - Write a review

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### Contents

PROBABILISTIC MODELLING OF THE ENVIRONMENT AND RESPONSE | 1 |

A Nonlinear Model | 29 |

STRUCTURAL RELIABILITY | 95 |

Copyright | |

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analysis applied approach approximation assessment associated assumed calculated capacity combined components consequences considered corresponding cost crack critical damage deck defined dependent depth described determined developed direction distribution effects element Engineering equation error escalation estimated evacuation evaluated event example explosion extreme factor failure fatigue Figure fire force frame frequency function given gives hazard important included increase indices initial inspection installation Italy joint limit load mean measured method mode normal obtained offshore operation parameters performed period plate platform possible practice predictions presented pressure probability problem procedure production random reference reliability reliability analysis response risk safety scenarios ship shown shows significant simulation standard statistical strength stress structure surface Table towing uncertainties variables wave height wind