## 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 124

no ( 12 ) i = 1 Denoting I the orthogonal projection on the beam

no ( 12 ) i = 1 Denoting I the orthogonal projection on the beam

**element**and Mol the projection on the orthogonal plane of the beam**element**. Then we have , 100 [ ooo P 000P п , 0 1 0 Po = ( 7 ) 000 001 ) TNP = žod , om Ž ( Jarm ?Page 236

In this process , it is important to prepare structural

In this process , it is important to prepare structural

**element**model and standard**element**division size fitting for response and next limit state analysis as databases . a combined spatial membrane**element**and beam**element**model .Page 237

1 Linearized failure condition of spatial beam

1 Linearized failure condition of spatial beam

**element**under biaxial bending moments and axial force Σ ( 6363 ) ) j = 1 02 On the other hand , sensitivity factor a ; for random variable wi on the reliability index ß is given as 810i ...### 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