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 205
... method with kernel density estimate and 15000 sampling points . It yields ẞ = 3.525 , P = 2.114x104 , with COV = 0.02 . This result is regarded as the precise solution for comparison . Given tolerance = 104 , it takes 4 steps for the ...
... method with kernel density estimate and 15000 sampling points . It yields ẞ = 3.525 , P = 2.114x104 , with COV = 0.02 . This result is regarded as the precise solution for comparison . Given tolerance = 104 , it takes 4 steps for the ...
Page 351
... method is presented for collapsing behavior of VLFS by using so - called FEM - Aided Smith's Method . Stress - strain curves of rectangular panels , which are used in Smith's method , are obtained from numerical database based on finite ...
... method is presented for collapsing behavior of VLFS by using so - called FEM - Aided Smith's Method . Stress - strain curves of rectangular panels , which are used in Smith's method , are obtained from numerical database based on finite ...
Page 359
... method is presented for the residual strength of damaged members subjected to the compressive load by applying the reduced Carlsen's method . Finally , the process of collapsing behavior and reliability analysis of damaged structures is ...
... method is presented for the residual strength of damaged members subjected to the compressive load by applying the reduced Carlsen's method . Finally , the process of collapsing behavior and reliability analysis of damaged structures is ...
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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