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
... 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 σH and / or PoD ( a ) ...
... 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 σH and / or PoD ( a ) ...
Page 167
... evaluated by the vertex method b ) the fuzzy possibility of failure is in general larger than the probability of failure evaluated using random variable assumptions Appendix - Vertex Method As an example , the evaluation of the fuzzy ...
... evaluated by the vertex method b ) the fuzzy possibility of failure is in general larger than the probability of failure evaluated using random variable assumptions Appendix - Vertex Method As an example , the evaluation of the fuzzy ...
Page 394
... evaluated , taking into account vessel position , from vessel RAO's ( calculated by 3D diffraction ) , and are superimposed to low frequency motions . the line response to the ( 3D ) fairlead motion , static or dynamic , is evaluated as ...
... evaluated , taking into account vessel position , from vessel RAO's ( calculated by 3D diffraction ) , and are superimposed to low frequency motions . the line response to the ( 3D ) fairlead motion , static or dynamic , is evaluated as ...
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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