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 123
... Equation ( 17 ) can be evaluated , using equation ( 10 ) for PIH ( a ) . Note that for purposes of comparison , the probability of failure assuming no test was conducted and / or no inspection was undertaken can be evaluated by equating ...
... Equation ( 17 ) can be evaluated , using equation ( 10 ) for PIH ( a ) . Note that for purposes of comparison , the probability of failure assuming no test was conducted and / or no inspection was undertaken can be evaluated by equating ...
Page 371
... equation [ 7 ] is proportional to 0.5th power of potential loss of lives . Allen's equation has a form ΤΑ P = 105 W√n ( 4 ) where T is life of structure , n is number of persons exposed to risk , A and W are factors regarding type and ...
... equation [ 7 ] is proportional to 0.5th power of potential loss of lives . Allen's equation has a form ΤΑ P = 105 W√n ( 4 ) where T is life of structure , n is number of persons exposed to risk , A and W are factors regarding type and ...
Page 422
... equation for ĉg is rather interesting , although it might appear a bit mysterious at this stage . The physics of this equation has been underlined by Tulin ( 1994 ) and will be de- scribed in the next section . Equations ( 26 ) together ...
... equation for ĉg is rather interesting , although it might appear a bit mysterious at this stage . The physics of this equation has been underlined by Tulin ( 1994 ) and will be de- scribed in the next section . Equations ( 26 ) together ...
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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