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 148
... derived , but the individual metocean parameters that constitute this set of metocean conditions may not necessarily have the same probability of occurrence as the response . In order to derive the critical response value , a data set ...
... derived , but the individual metocean parameters that constitute this set of metocean conditions may not necessarily have the same probability of occurrence as the response . In order to derive the critical response value , a data set ...
Page 153
... derived from the Level 3 weight responses ; and the points denoted by plus ( + ) signs give the return period of the steady current associated with the 100- year return signficant wave - induced current , derived from the Level 1 weight ...
... derived from the Level 3 weight responses ; and the points denoted by plus ( + ) signs give the return period of the steady current associated with the 100- year return signficant wave - induced current , derived from the Level 1 weight ...
Page 412
... derived from an elementary function ( mother wavelet ) , e . g . the complex - valued continuous Morlet mother wavelet derived from a plane wave modulated Gaussian envelope [ 8 ] : where m = V ( t ) = 1 ( eims 71/4 - e ̄m2 / 2 ) e − 12 ...
... derived from an elementary function ( mother wavelet ) , e . g . the complex - valued continuous Morlet mother wavelet derived from a plane wave modulated Gaussian envelope [ 8 ] : where m = V ( t ) = 1 ( eims 71/4 - e ̄m2 / 2 ) e − 12 ...
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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