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 Hc and mym are calibrated so that the cumulative failure
probabilities determined with the fm model are equal to those calculated with the
SN model . The inspection method considered here is magnetic particle
inspection ...
No · The parameters Hc and mym are calibrated so that the cumulative failure
probabilities determined with the fm model are equal to those calculated with the
SN model . The inspection method considered here is magnetic particle
inspection ...
Page 131
The value for C may be determined in a number of ways . Two sets of
assumptions are considered here ; an ... repairs , which took a total of 11 months
to carry out . For this case , it was possible to determine a lower bound failure
cost of 3 .
The value for C may be determined in a number of ways . Two sets of
assumptions are considered here ; an ... repairs , which took a total of 11 months
to carry out . For this case , it was possible to determine a lower bound failure
cost of 3 .
Page 428
+ Har ! ' con The probability distribution for the annual maximum individual wave
heighis is determined by convolving of the short - term cumulative probability
function ( CDF ) for the maximum individual wave heighis in a storm given thc
pcak ...
+ Har ! ' con The probability distribution for the annual maximum individual wave
heighis is determined by convolving of the short - term cumulative probability
function ( CDF ) for the maximum individual wave heighis in a storm given thc
pcak ...
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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 expressed extreme factor failure fatigue Figure force frequency function fuzzy given growth 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 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 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, 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 |
| ISBN | 0791835359, 9780791835357 |
| Export Citation | BiBTeX EndNote RefMan |