Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 100
No The parameters Mc and m are calibrated so that the cumulative failure probabilities determined with the fm model ... cut - sets in order to determine the probabilities of failure and repair given the different inspection strategies .
No The parameters Mc and m are calibrated so that the cumulative failure probabilities determined with the fm model ... cut - sets in order to determine the probabilities of failure and repair given the different inspection strategies .
Page 131
The value for Cg may be determined in a number of ways . Two sets of assumptions are considered here ; an upper bound Cru , which ... For this case , it was possible to determine a lower bound failure cost ...
The value for Cg may be determined in a number of ways . Two sets of assumptions are considered here ; an upper bound Cru , which ... For this case , it was possible to determine a lower bound failure cost ...
Page 428
Maximum Likelihood estimators and covariance matrix equal lo , sce e.g. ( Lindley , 1976 ) Cmp = ( - Hape } " Papowo H ( 2 ) o Hellevoete = αβ The probability distribution for the annual maximum individual wave heights is determined by ...
Maximum Likelihood estimators and covariance matrix equal lo , sce e.g. ( Lindley , 1976 ) Cmp = ( - Hape } " Papowo H ( 2 ) o Hellevoete = αβ The probability distribution for the annual maximum individual wave heights is determined by ...
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acceptable analysis applied approach assessment associated assumed calculated coefficient combined components considered corresponding corrosion cost crack criteria damage dependent depth determined developed directional distribution dynamic effect element Engineering environmental equation estimate evaluated example expected expressed extreme factor failure fatigue Figure force frequency function fuzzy given important increase initial inspection limit load loss maintenance marine maximum mean measures Mechanics method motion normal observed obtained offshore operations parameters peak performed period pipe pipeline platform possible prediction present probability procedure production random range relative reliability represented response return period riser risk safety ship shown shows significant simulation spectral spectrum statistical steel storm strength stress structure surface Table theory typical uncertainty variables wave height wind
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2 Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2001 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |