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 99
... given detail , i.e. updating is carried out by changing only one key parameter . For components subject to corrosion , the assumption when establishing a generic inspection plan is that corrosion does not exceed the given repair ...
... given detail , i.e. updating is carried out by changing only one key parameter . For components subject to corrosion , the assumption when establishing a generic inspection plan is that corrosion does not exceed the given repair ...
Page 122
... given defect depth not being detected : p ( 1 \ D ) = [ p ( a ) p ( I \ a ) da a = 0 ( 7 ) Denoting the probability ... given that a defect of depth a is present is given by p ( I \ a ) = 1- PoD ( a ) Thus , from equations ( 5 ) to ( 8 ) ...
... given defect depth not being detected : p ( 1 \ D ) = [ p ( a ) p ( I \ a ) da a = 0 ( 7 ) Denoting the probability ... given that a defect of depth a is present is given by p ( I \ a ) = 1- PoD ( a ) Thus , from equations ( 5 ) to ( 8 ) ...
Page 177
... given error bounds , can be determine independently , as pointed out by Teigen & Naess ( 1999 ) . The given solution for the wave response of the structure can be extended to include wind forcing and response as follows : Let the wind ...
... given error bounds , can be determine independently , as pointed out by Teigen & Naess ( 1999 ) . The given solution for the wave response of the structure can be extended to include wind forcing and response as follows : Let the wind ...
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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