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

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Figure 2 :

Figure 2 :

**Maximum**Von Mises stress along the riser ( TLP in 350m water depth ] 800 Fatique Limit State It is found that the critical cross - sections for ...Page 288

As a result , the variance of risk and the possible

As a result , the variance of risk and the possible

**maximum**of losses are defined . It also allows checking of the sensitivity of risks to the key ...Page 427

In Sørensen & Sterndorff ( 2000 ) stochastic models for the annual

In Sørensen & Sterndorff ( 2000 ) stochastic models for the annual

**maximum**values of the omnidirectional and directional significant wave heights ...### 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