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 105
... uncertainty parameter X , is defined between 0X , ∞ with a mean value of μ ( X , ) = 1 . Therefore , a two - parameter Weibull or a Log - Normal probability distribution can suitably represent this parameter . The connectivity matrix ...
... uncertainty parameter X , is defined between 0X , ∞ with a mean value of μ ( X , ) = 1 . Therefore , a two - parameter Weibull or a Log - Normal probability distribution can suitably represent this parameter . The connectivity matrix ...
Page 106
... Uncertainties in the structural damping ratios are represented by an independent uncertainty variable while uncertainties in the hydrodynamic damping ratios complicated . Because of structure - water interactions , they are dependable ...
... Uncertainties in the structural damping ratios are represented by an independent uncertainty variable while uncertainties in the hydrodynamic damping ratios complicated . Because of structure - water interactions , they are dependable ...
Page 275
... uncertainty is through fuzzy set theories . It can be envisaged that both cognitive and non- cognitive uncertainties exist in one and the same variable . Using fuzzy set theory , one can express failure possibility as a subjective ...
... uncertainty is through fuzzy set theories . It can be envisaged that both cognitive and non- cognitive uncertainties exist in one and the same variable . Using fuzzy set theory , one can express failure possibility as a subjective ...
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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