## 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 129

This

This

**expression**accounts for both the CAPEX , and the probable cost of failure . The required**expression**is E ( C , ) = C ; + E ( CF ) ( 5 ) where C ; is the initial cost of the structure , and E ( C ) the risk cost associated with ...Page 277

The limit state function Z can be

The limit state function Z can be

**expressed**as a function of non - interactive fuzzy variables . POSSIBILITY TRANSFORMS The possibility theory of reliability developed by Cremona and Gao [ 14 ] is based on development of T - transform ...Page 361

4 Column with initial deflection under compression where as = { L ( ar ) } ( or / E ) " ) : effective slenderness ratio r = ( IJA ) " : radius of gyration Co ' = Z / A , : plastic core radius Then , this equation is

4 Column with initial deflection under compression where as = { L ( ar ) } ( or / E ) " ) : effective slenderness ratio r = ( IJA ) " : radius of gyration Co ' = Z / A , : plastic core radius Then , this equation is

**expressed**by using ...### 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 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 steel storm strength stress structure surface Table theory typical uncertainty variables wave height wind