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

### From inside the book

Results 1-3 of 84

Page 28

Tools and techniques for structural reliability assessment and for risk based

inspection and maintenance planning are being devcloped by a number of

authors ( c . g . Faber and Straub , 2001 ) . It is not the intention of the

paper to ...

Tools and techniques for structural reliability assessment and for risk based

inspection and maintenance planning are being devcloped by a number of

authors ( c . g . Faber and Straub , 2001 ) . It is not the intention of the

**present**paper to ...

Page 121

The sizes are used to determine the probability that given a defect is

will have depth a . . W olw ) plo , H 0 , - oh Ï Ï plw ) plo , Ho , diw ( 1 ) I w = 00y =

CH where oy is the pipe wall hoop stress , p ( w ) and plo , ) are respectively the ...

The sizes are used to determine the probability that given a defect is

**present**itwill have depth a . . W olw ) plo , H 0 , - oh Ï Ï plw ) plo , Ho , diw ( 1 ) I w = 00y =

CH where oy is the pipe wall hoop stress , p ( w ) and plo , ) are respectively the ...

Page 122

The probability of nothing being found by an inspection , pll ) , consists of two

parts : the probabilities of finding nothing when there is , or is not , a defect

of no ...

The probability of nothing being found by an inspection , pll ) , consists of two

parts : the probabilities of finding nothing when there is , or is not , a defect

**present**. That is , p ( l ) = p ( 11D ) p ( D ) + p ( 11D ) po ) ( 6 ) where D is the eventof no ...

### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Other editions - View all

### Common terms and phrases

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