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 109
a ) First mode b ) Second mode c ) Third mode Fig . 5 - Natural mode shapes of the example structure while the largest peak corresponds to the first natural frequency . The first peak of the stress spectrum corresponds to the peak of ...
a ) First mode b ) Second mode c ) Third mode Fig . 5 - Natural mode shapes of the example structure while the largest peak corresponds to the first natural frequency . The first peak of the stress spectrum corresponds to the peak of ...
Page 445
... mode of failure . The fully plastic mode provides an upper bound on the ultimate strength , which is never attained in a hull of normal configurations . The initial yield mode assumes that buckling does not occur prior to yielding ...
... mode of failure . The fully plastic mode provides an upper bound on the ultimate strength , which is never attained in a hull of normal configurations . The initial yield mode assumes that buckling does not occur prior to yielding ...
Page 448
... mode provides an upper bound on the ultimate strength . The initial yield mode overestimates the reliability index for the demonstrated FPSO compared to the collapse mode . The index of the secondary mode is quite close to that of the ...
... mode provides an upper bound on the ultimate strength . The initial yield mode overestimates the reliability index for the demonstrated FPSO compared to the collapse mode . The index of the secondary mode is quite close to that of the ...
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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