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