## 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 136

**Equation**( 1 ) can be written in compact form as : * s ( t ) = Axs ( t ) + DQ ( t ) = Axs ( t ) + w ; ( t ) ( 2 ) The vector ... ratios is based on representation of the dynamic system by a number of first order differential**equations**.Page 160

( 4 ) In this

( 4 ) In this

**equation**, coefficient of exponent b may be set to be 1/3 in general ( Kondo , 1987 ) . On the other hand , coefficient a is said to be a random variable and it is assumed that the coefficient a is governed by following ...Page 209

Next , for each formula , a limit state

Next , for each formula , a limit state

**equation**was constructed . With these limit state**equations**, CALREL was used to perform both first - order and secondorder reliability method analyses ...### 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