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 141
... frame action . It can further be deduced that the prime response of a portal frame under environmental loading is governed by the global moment acting at its base ; this generates opposing push - pull axial forces in the legs , along ...
... frame action . It can further be deduced that the prime response of a portal frame under environmental loading is governed by the global moment acting at its base ; this generates opposing push - pull axial forces in the legs , along ...
Page 211
... frame Pm n − 1 + R is the mean radius 1TR - L n − 1 + R. is the radius to centroid of stiffener +1 L TR tw is the ... frames on the deformations before and during buckling . These shows that Pm becomes inaccurate for closely spaced ...
... frame Pm n − 1 + R is the mean radius 1TR - L n − 1 + R. is the radius to centroid of stiffener +1 L TR tw is the ... frames on the deformations before and during buckling . These shows that Pm becomes inaccurate for closely spaced ...
Page 343
... frame spacing of the spar and the ship . The global model mesh density is such that it is sufficient for strength and buckling analysis . The spar is often in inclined position on deck and the frame spacing is not equal . The support ...
... frame spacing of the spar and the ship . The global model mesh density is such that it is sufficient for strength and buckling analysis . The spar is often in inclined position on deck and the frame spacing is not equal . The support ...
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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