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
... possible to give a qualitative measure of the risk involved . Furthermore , it is only possible to assess the effectiveness of risk reducing measures qualitatively . This may not represent a sufficient detailed level of background for ...
... possible to give a qualitative measure of the risk involved . Furthermore , it is only possible to assess the effectiveness of risk reducing measures qualitatively . This may not represent a sufficient detailed level of background for ...
Page 81
... possible activity / option is evaluated in the principal form as R = E [ U ] = ¿ P , · C , i = 1 ( 1 ) where R is the risk , U the utility , P is the i'th branching probability and C , the consequence of the event of branch i ...
... possible activity / option is evaluated in the principal form as R = E [ U ] = ¿ P , · C , i = 1 ( 1 ) where R is the risk , U the utility , P is the i'th branching probability and C , the consequence of the event of branch i ...
Page 160
... Possible consequences on the concerned system and the corresponding zone and the surroundings , i.e. fire , explosion , etc. Means to mitigate the consequences , i.e. emergency shutdown , evacuation procedures , fire fighting , etc ...
... Possible consequences on the concerned system and the corresponding zone and the surroundings , i.e. fire , explosion , etc. Means to mitigate the consequences , i.e. emergency shutdown , evacuation procedures , fire fighting , etc ...
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Common terms and phrases
amplitude applied approach Arctic Engineering assessment Bay of Campeche calculated coefficient components Conference on Offshore considered corrosion cost crack growth criteria damage deck defect distribution dynamic effect element equation estimate evaluated evidential reasoning approach factor fatigue Figure FPSO frequency function fuzzy given Guedes Soares hydrostatic test inspection planning installation jack-up linear maintenance marine maximum Mechanics and Arctic method monopod nonlinear North West Shelf obtained Offshore Mechanics offshore structures operations optimal parameters peak pipe pipeline prediction probabilistic probability density probability density function probability of failure procedure random variables reliability analysis reliability index response return period Rio de Janeiro riser risk risk based inspection safety seismic ship significant wave height simulation spectral spectrum statistical steel storm stress structural reliability subsea surface Table temperature theory ultimate strength uncertainty valves velocity water depth Weibull distribution wind