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 319
... follows . E = { S ( e ; ) , i = 1 , ... , L } ( 6 ) Then define N distinctive ( mutually exclusive ) evaluation grades H , ( n = 1 , ... , N ) as a complete ( collectively exhaustive ) set of standards for assessing each element on all ...
... follows . E = { S ( e ; ) , i = 1 , ... , L } ( 6 ) Then define N distinctive ( mutually exclusive ) evaluation grades H , ( n = 1 , ... , N ) as a complete ( collectively exhaustive ) set of standards for assessing each element on all ...
Page 320
... follows : = ( 12 ) • mn , i + 1 + mmn , i • MH , i + 1 + mmH ̧¡ • mn , i + 1 ) mmn , { H } : 1 and Mn1 = mm HA ΜΗ : mm 3n , i + 1 = Kn‚i + 1 ( mmn‚i n = 1 , ... , N { H } : mm , = Kn + ni + 1 • mm Him H , i + \ Knit = H , i + 1 = N N ...
... follows : = ( 12 ) • mn , i + 1 + mmn , i • MH , i + 1 + mmH ̧¡ • mn , i + 1 ) mmn , { H } : 1 and Mn1 = mm HA ΜΗ : mm 3n , i + 1 = Kn‚i + 1 ( mmn‚i n = 1 , ... , N { H } : mm , = Kn + ni + 1 • mm Him H , i + \ Knit = H , i + 1 = N N ...
Page 366
... follows : ( i ) Initial condition ( smooth surface ) : Appendix A : Explicit expressions of Factors Aoi Explicit expressions of factors △ ( i = 1,2 ) in eq . ( 12 ) are given as follows : ( 1 ) For the case of c # L / 2 and c # L / 4 A ...
... follows : ( i ) Initial condition ( smooth surface ) : Appendix A : Explicit expressions of Factors Aoi Explicit expressions of factors △ ( i = 1,2 ) in eq . ( 12 ) are given as follows : ( 1 ) For the case of c # L / 2 and c # L / 4 A ...
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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