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 277
... interactive , the t and the transforms of set of fuzzy intervals can be expressed as where Y = constant δ = fuzzy variable expressed as a TFN [ 81 , 82 , 83 ] It is assumed that all variables are non - interactive . In the load function ...
... interactive , the t and the transforms of set of fuzzy intervals can be expressed as where Y = constant δ = fuzzy variable expressed as a TFN [ 81 , 82 , 83 ] It is assumed that all variables are non - interactive . In the load function ...
Page 278
... interactive [ 20 ] . П , - ( post - inspection ) = ПI , ^ П , ( 24 ) If the inspection shows that crack exists , and if it is repaired , the post repair possibility of failure will be the same as at the beginning of service life if it ...
... interactive [ 20 ] . П , - ( post - inspection ) = ПI , ^ П , ( 24 ) If the inspection shows that crack exists , and if it is repaired , the post repair possibility of failure will be the same as at the beginning of service life if it ...
Page 280
... ( TFN ) and Gaussian Fuzzy Numbers . The two fuzzy variables X and Y with possibility distributions Пlx and Пy are considered Non - interactive Y ( 31 ) ( 32 ) Proceedings of OMAE01 OMAE2001 / S & R - 2145 280 Copyright 2001 by ASME.
... ( TFN ) and Gaussian Fuzzy Numbers . The two fuzzy variables X and Y with possibility distributions Пlx and Пy are considered Non - interactive Y ( 31 ) ( 32 ) Proceedings of OMAE01 OMAE2001 / S & R - 2145 280 Copyright 2001 by ASME.
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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