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 82
corresponding probabilities . If the considered node is dependent on the state of other nodes , i.e. if arrows are pointing into the considered node , a matrix of conditional probabilities has to be defined . See Tables 1 and 2 . Table ...
corresponding probabilities . If the considered node is dependent on the state of other nodes , i.e. if arrows are pointing into the considered node , a matrix of conditional probabilities has to be defined . See Tables 1 and 2 . Table ...
Page 86
... node ( calculated using First Order Reliability Methods , FORM ) is shown in Table 4. The " TricellCrack " , " TricellRupture " , " ColumnBallast " and " MaxAscent " nodes are calculated on a similar basis . Table 4 Part of the ...
... node ( calculated using First Order Reliability Methods , FORM ) is shown in Table 4. The " TricellCrack " , " TricellRupture " , " ColumnBallast " and " MaxAscent " nodes are calculated on a similar basis . Table 4 Part of the ...
Page 149
... nodes spaced along a length of pipe . The oceanographic input required is the specification of a random sea state and a steady current velocity . The sea state specified is used to simulate a time series of near - bottom , wave ...
... nodes spaced along a length of pipe . The oceanographic input required is the specification of a random sea state and a steady current velocity . The sea state specified is used to simulate a time series of near - bottom , wave ...
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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