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 228
... element - related variable . Consider now a specific structural 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 ...
... element - related variable . Consider now a specific structural 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 ...
Page 319
... elements e ; ( i 1 , ... , L ) ( each element is categorised into an element type ) and M element types a1 ( 1 = 1 , ... , M ) . E represents a set of safety estimates for L elements of a hierarchy . Then a generalised decision matrix ...
... elements e ; ( i 1 , ... , L ) ( each element is categorised into an element type ) and M element types a1 ( 1 = 1 , ... , M ) . E represents a set of safety estimates for L elements of a hierarchy . Then a generalised decision matrix ...
Page 387
... elements being equal to 10 , the error as compared to a very fine discretization was less then 10 % . Increasing the number of elements to 50 , the error was reduced to less than 1 % . However , the computational effort is significantly ...
... elements being equal to 10 , the error as compared to a very fine discretization was less then 10 % . Increasing the number of elements to 50 , the error was reduced to less than 1 % . However , the computational effort is significantly ...
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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