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 320
... safety experts on the i elements associated the element type . The general algorithm for synthesising the analysts ' judgements to obtain the safety evaluation associated the elements ( the th element type ) can be stated as follows ...
... safety experts on the i elements associated the element type . The general algorithm for synthesising the analysts ' judgements to obtain the safety evaluation associated the elements ( the th element type ) can be stated as follows ...
Page 321
... safety and cost using the following expression [ Wang et al . , 1996 ] : P , = Źμ { × K ; j = 1 where + Σμί j = 1 Σμίχ j = 1 4 Σκ ; describes the remaining belief unassigned after commitment to belief to all U ; ( j = 1 , 2 , 3 , 4 ) in ...
... safety and cost using the following expression [ Wang et al . , 1996 ] : P , = Źμ { × K ; j = 1 where + Σμί j = 1 Σμίχ j = 1 4 Σκ ; describes the remaining belief unassigned after commitment to belief to all U ; ( j = 1 , 2 , 3 , 4 ) in ...
Page 322
... safety and cost are considered equally important while carrying out the design evaluation , design option 1 should be selected . When the relative importance of safety against cost changes , there may be different ranking orders of the ...
... safety and cost are considered equally important while carrying out the design evaluation , design option 1 should be selected . When the relative importance of safety against cost changes , there may be different ranking orders of the ...
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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