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 172
... element , & , can be calculated . where & is the strain in each element C is the curvature applied y , is the vertical distance of each element from the neutral axis The corresponding stresses are then found from pre- defined stress ...
... element , & , can be calculated . where & is the strain in each element C is the curvature applied y , is the vertical distance of each element from the neutral axis The corresponding stresses are then found from pre- defined stress ...
Page 319
... 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 can be constructed as follows . E = { S ...
... 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 can be constructed as follows . E = { S ...
Page 321
... element ) is used to demonstrate the proposed framework . In the example , there are two levels of the structural system to be considered as shown in Figure 1. The numerical numbers in Figure 2 show the relative weight of the 1th element ...
... element ) is used to demonstrate the proposed framework . In the example , there are two levels of the structural system to be considered as shown in Figure 1. The numerical numbers in Figure 2 show the relative weight of the 1th element ...
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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