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 353
... Fig . 4 , stress - strain curves of the both structural units are given . It is seen from this figure that buckling ... shown by solid line in Fig . 5 is applied for the structural unit A. = Material properties of the local structure ...
... Fig . 4 , stress - strain curves of the both structural units are given . It is seen from this figure that buckling ... shown by solid line in Fig . 5 is applied for the structural unit A. = Material properties of the local structure ...
Page 360
... Fig . 3 , These relations between MM , ' and P / P , ' are shown for various perforation rate . In this figure , approximately linearized equations ( 6 ) and ( 7 ) are shown by using solid line , dashed line and chain line . It is seen ...
... Fig . 3 , These relations between MM , ' and P / P , ' are shown for various perforation rate . In this figure , approximately linearized equations ( 6 ) and ( 7 ) are shown by using solid line , dashed line and chain line . It is seen ...
Page 397
Fig . 5 shows a typical example of the observed scatter . The observed distribution of X ; - Xo ( a selected ... shown in fig . 6 , for the case of a Rayleigh distribution of X. For large k , P ( A ) converge to a normal distribution ...
Fig . 5 shows a typical example of the observed scatter . The observed distribution of X ; - Xo ( a selected ... shown in fig . 6 , for the case of a Rayleigh distribution of X. For large k , P ( A ) converge to a normal distribution ...
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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