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
... expression accounts for both the CAPEX , and the probable cost of failure . The required expression is E ( C , ) = C ; + E ( C ) ( 5 ) where C , is the initial cost of the structure , and E ( C ) the risk cost associated with failure ...
... expression accounts for both the CAPEX , and the probable cost of failure . The required expression is E ( C , ) = C ; + E ( C ) ( 5 ) where C , is the initial cost of the structure , and E ( C ) the risk cost associated with failure ...
Page 211
... expression with respect to n , the number of complete circumferential waves or lobes . By making further approximations he obtained the following expression for the minimum buckling pressure : 0.919 E ( t / R ) 2 2.6E ( t / 2R ) / 2 ...
... expression with respect to n , the number of complete circumferential waves or lobes . By making further approximations he obtained the following expression for the minimum buckling pressure : 0.919 E ( t / R ) 2 2.6E ( t / 2R ) / 2 ...
Page 321
... expression [ Wang et al . , 1996 ] : P , = Źμ { × K ; j = 1 where + Σμί j = 1 Σμίχ j = 1 4 Σκ ; describes the ... expression of the design option onto the utility expressions , U ( S ) is obtained as follows : U ( S ) = { ( 0.0443 ...
... expression [ Wang et al . , 1996 ] : P , = Źμ { × K ; j = 1 where + Σμί j = 1 Σμίχ j = 1 4 Σκ ; describes the ... expression of the design option onto the utility expressions , U ( S ) is obtained as follows : U ( S ) = { ( 0.0443 ...
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amplitude applied approach Arctic Engineering assessment Bay of Campeche calculated coefficient components Conference on Offshore considered corrosion cost crack growth criteria damage deck defect distribution dynamic effect element equation estimate evaluated evidential reasoning approach factor fatigue Figure FPSO frequency function fuzzy given Guedes Soares hydrostatic test inspection planning installation jack-up linear maintenance marine maximum Mechanics and Arctic method monopod nonlinear North West Shelf obtained Offshore Mechanics offshore structures operations optimal parameters peak pipe pipeline prediction probabilistic probability density probability density function probability of failure procedure random variables reliability analysis reliability index response return period Rio de Janeiro riser risk risk based inspection safety seismic ship significant wave height simulation spectral spectrum statistical steel storm stress structural reliability subsea surface Table temperature theory ultimate strength uncertainty valves velocity water depth Weibull distribution wind