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 143
... approximately 3.0 for both legs , which coincides with the value for the global moment at mudline . Jack - up 2 and the portal section of Jack - up 3 show greater variability in the internal a value , particularly in the central region ...
... approximately 3.0 for both legs , which coincides with the value for the global moment at mudline . Jack - up 2 and the portal section of Jack - up 3 show greater variability in the internal a value , particularly in the central region ...
Page 360
... approximately linearized as follow : M / M , ' + P / P , ' = 1 ( 8 ) In Fig . 3 , These relations between MM , ' and P / P , ' are shown for various perforation rate . In this figure , approximately linearized equations ( 6 ) and ( 7 ) ...
... approximately linearized as follow : M / M , ' + P / P , ' = 1 ( 8 ) In Fig . 3 , These relations between MM , ' and P / P , ' are shown for various perforation rate . In this figure , approximately linearized equations ( 6 ) and ( 7 ) ...
Page 378
... approximately 3500. The floater motion is applied to the riser top nodes as prescribed time- harmonic displacements . The risers are modelled from the Spar buoy to the seabed , giving a total length slightly above 1000m . As mentioned ...
... approximately 3500. The floater motion is applied to the riser top nodes as prescribed time- harmonic displacements . The risers are modelled from the Spar buoy to the seabed , giving a total length slightly above 1000m . As mentioned ...
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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