## 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 197

pf = 1 - ( [ ( - P ) Eq . 17

pf = 1 - ( [ ( - P ) Eq . 17

**failures**will occur at the same time and the probability of system**failure**in any year is the same as the probability of any ...Page 260

There is a general trend of increasing the average downtime per

There is a general trend of increasing the average downtime per

**failure**as the water ... The downtime also varies with the nature of the**failed**components ...Page 323

Table 1 :

Table 1 :

**Failure**rate Rank**Failure**rate rate 1,2,3 Very low 4 Low Meaning ( general**Failure**interpretation ) ( 1 / year )**Failure**is unlikely < 10 but ...### 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