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 4
... Limit State It is found that the critical cross - sections for fatigue are around MWL and touch down area . The fatigue is critical at MWL due to the increased dynamics caused by direct wave excitation at and around MWL . The fatigue ...
... Limit State It is found that the critical cross - sections for fatigue are around MWL and touch down area . The fatigue is critical at MWL due to the increased dynamics caused by direct wave excitation at and around MWL . The fatigue ...
Page 173
... limit as the curvature is increased the position of the neutral axis must be altered . This was done using a formula ... limit state function for this failure mode is expressed Reliability Analysis of Primary Strength The limit state ...
... limit as the curvature is increased the position of the neutral axis must be altered . This was done using a formula ... limit state function for this failure mode is expressed Reliability Analysis of Primary Strength The limit state ...
Page 228
... limit state for a given structural segment containing " elements " such as rebars or tendons . Define a limit state function ( lsf ) g , involving a set of random variables such as load and resistance characteristics Y , as well as the ...
... limit state for a given structural segment containing " elements " such as rebars or tendons . Define a limit state function ( lsf ) g , involving a set of random variables such as load and resistance characteristics Y , as well as 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