## 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 33

The original expression of the second order spectrum component is

The original expression of the second order spectrum component is

**given**by Laing in terms of wave number vector k and angular frequency w and negative directions . Eq . 41 becomes that**given**by Tick ( 1961 ) and Hudspeth and Chen ( 1979 ) ...Page 179

For a

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 248

Considering now that during the ship lifetime the still water loads can be described by a normal distribution , the upcrossing rate can be calculated by unconditioning of the stillwater as is

Considering now that during the ship lifetime the still water loads can be described by a normal distribution , the upcrossing rate can be calculated by unconditioning of the stillwater as is

**given**in Guedes Soares and Garbatov ...### 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