## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |

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The basic configurations is obtained by performing non - linear dynamic response

The basic configurations is obtained by performing non - linear dynamic response

**analysis**using the dynamic**analysis**program RIFLEX , SINTEF ( 1995 ) ...Page 11

Such an

Such an

**analysis**will allow the project to cater for those risks through " exercises of all project activities . It is , however , particularly which are ...Page 81

This prior decision

This prior decision

**analysis**is illustrated by a simple decision tree in Figure 2. In prior and posterior decision**analysis**the risk ( expected utility ) ...### 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 storm strength stress structure surface Table theory typical uncertainty variables wave height wind