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
4 sec Thc 10 - ycar current profile for 350m water depth is : ULTIMATE LIMIT
STATE ANALYSIS The riser configuration is developed by satisfying the ULS
design conditions . The basic configurations is obtained by performing non -
linear ...
4 sec Thc 10 - ycar current profile for 350m water depth is : ULTIMATE LIMIT
STATE ANALYSIS The riser configuration is developed by satisfying the ULS
design conditions . The basic configurations is obtained by performing non -
linear ...
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 factor element
in a ...
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 factor element
in a ...
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 [ U ] = ËP , C , ( 1 ) ...
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 [ U ] = ËP , C , ( 1 ) ...
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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