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 320
to H , as a result of the synthesis of the judgements produced by safety experts .
Suppose mmh represents the remaining belief unassigned after commitment of
belief to all H , ( n = 1 , 2 , 3 and 4 ) as a result of the synthesis of the judgements
...
to H , as a result of the synthesis of the judgements produced by safety experts .
Suppose mmh represents the remaining belief unassigned after commitment of
belief to all H , ( n = 1 , 2 , 3 and 4 ) as a result of the synthesis of the judgements
...
Page 321
greatly preferred ' corresponds to ' good ' in safety expressions and ' very low ' in
cost expressions . Design selection can be carried out on the basis of the
preference degrees associated with the four design options with regard to the ...
greatly preferred ' corresponds to ' good ' in safety expressions and ' very low ' in
cost expressions . Design selection can be carried out on the basis of the
preference degrees associated with the four design options with regard to the ...
Page 322
Safety estimate for element # 13 , 14 , 15 , 20 and 25 become : s ( 213 , 214 , 215
, 220 & 225 ) = { 1 , " good " , 0 , " average " , 0 , " fair " , 0 , " poor " } The safety
estimate of the whole design option becomes : s ( Sa ) = { 0 . 1528 , " good " , 0 .
Safety estimate for element # 13 , 14 , 15 , 20 and 25 become : s ( 213 , 214 , 215
, 220 & 225 ) = { 1 , " good " , 0 , " average " , 0 , " fair " , 0 , " poor " } The safety
estimate of the whole design option becomes : s ( Sa ) = { 0 . 1528 , " good " , 0 .
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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 |