## 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 34

( Sa ( f ' , h ) ] i ( Salf + f ' , h ) ] ıdf ' ( 47 ) Eq . 49

( Sa ( f ' , h ) ] i ( Salf + f ' , h ) ] ıdf ' ( 47 ) Eq . 49

**gives**the actual second order frequency spectrum and Eq . 50 the local spreading function , which correctly take into account shoaling , refraction and saturation effects .Page 151

1996 OMAE - Volume II , Safety and Reliability ASME 1996 ABSTRACT In the paper a formulation for predicting the ultimate strength of a stiffened plate is proposed by incorporating Guedes Soares ' formula , which

1996 OMAE - Volume II , Safety and Reliability ASME 1996 ABSTRACT In the paper a formulation for predicting the ultimate strength of a stiffened plate is proposed by incorporating Guedes Soares ' formula , which

**gives**the best ...Page 507

In effect PD6493

In effect PD6493

**gives**a larger value of the stress intensity factor than B1 as the crack becomes closer to an edge crack configuration than a surface crack . An edge crack would**give**the largest possible SIF ( stress intensity factor ) ...### 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