## 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 179

For a given set of input

For a given set of input

**variables**there are many sets of output**variables**which meet strength requirements ( 2 ) and ( 4 ) . An example is presented in the next section . The summary of cost data used in the present work is given in ...Page 188

random

random

**variables**can be transformed to equivalent normal random**variables**through Rackwitz - Fiessler transformation . Glo ) is the limit state function . Gli ) = 0 is a hypersurface in the n - dimensional space , which is called the ...Page 191

L = 6 m is assumed to be a constant while P , I and E random

L = 6 m is assumed to be a constant while P , I and E random

**variables**with normal distribution . The mean values and the standard deviations of the random**variables**are as follows . Hy = 1.0 * 10 * m * 0 ; = 0.2x10-4 m Mg = 2.0x10 ' kN ...### 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