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 2
Transverse- platform moving transverse to the riser plane 100 - year design wave : Wave Height Corresponding Wave Period : 20.7m 14.4 sec The 10 - ycar current profile for 350m water depth is : ULTIMATE LIMIT STATE ANALYSIS The riser ...
Transverse- platform moving transverse to the riser plane 100 - year design wave : Wave Height Corresponding Wave Period : 20.7m 14.4 sec The 10 - ycar current profile for 350m water depth is : ULTIMATE LIMIT STATE ANALYSIS The riser ...
Page 11
Such an analysis will allow the project to cater for those risks through " exercises of all project activities . It is , however , particularly which are outside the acceptance criteria for the project and difficult to assess the human ...
Such an analysis will allow the project to cater for those risks through " exercises of all project activities . It is , however , particularly which are outside the acceptance criteria for the project and difficult to assess the human ...
Page 81
This prior decision analysis is illustrated by a simple decision tree in Figure 2. In prior and posterior decision analysis the risk ( expected utility ) for each possible activity / option is evaluated in the principal form as R = E ...
This prior decision analysis is illustrated by a simple decision tree in Figure 2. In prior and posterior decision analysis the risk ( expected utility ) for each possible activity / option is evaluated in the principal form as R = E ...
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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 |