## 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 11

... of other risk reducing measures than removal of a qualitative measure of the risk involved . Furthermore , it is only the failure mode completely .

... of other risk reducing measures than removal of a qualitative measure of the risk involved . Furthermore , it is only the failure mode completely .

**possible**to assess the effectiveness of risk reducing measures qualitatively .Page 12

Again ,

Again ,

**possible**human failure to recover from the operations , specific details should be collected . For lifting details , hazardous situation must be identified and quantified . This is dealt this would include potential for ...Page 81

In prior and posterior decision analysis the risk ( expected utility ) for each

In prior and posterior decision analysis the risk ( expected utility ) for each

**possible**activity / option is evaluated in the principal form as R = E [ U ] = ËP.C . , ( 1 ) where R is the risk , U the utility , Pi is the i'th branching ...### What people are saying - Write a review

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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