## 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 119

Matrix

Matrix

**response**surfaces for describing environmental loads Jacques Labeyrie IFREMER 29280 Plouzané France Franck Schoets Mechanics and geomechanics Laboratory University of Nantes France SAFETY FACTOR AND EXCEEDANCE PROBABILITY - SOME ...Page 168

When we assume a

When we assume a

**response**in the form of an expansion with polynomial chaoses in the manner of Ghanem and Spanos and substitute these into the differential equation , we have a to minimize the resulting residual .Page 371

**RESPONSE**OF STRUCTURES TO FIRE : A LINK BETWEEN STRUCTURAL ANALYSIS AND QUANTITATIVE RISK ASSESSMENT V. SAUBESTRE Division Exploitation Elf Aquitaine Production Pau , FRANCE J.P. KHALFI Division Réalisation Elf Aquitaine Production Pau ...### 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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### Common terms and phrases

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