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 75
... spectral acceleration at the dominant period of the platform , or the spectral acceleration at a period of 1.0 second . Given a target annual probability of failure equal to P ( Table 4 ) , the C correction factor is applied in Figure 2 ...
... spectral acceleration at the dominant period of the platform , or the spectral acceleration at a period of 1.0 second . Given a target annual probability of failure equal to P ( Table 4 ) , the C correction factor is applied in Figure 2 ...
Page 221
... spectral estimators allowed the selection of the spectral peaks within the band from 0.04 Hz to 0.35 Hz whereas outside this range the instrumental response is questionable . This high frequency limit is important to the selection of ...
... spectral estimators allowed the selection of the spectral peaks within the band from 0.04 Hz to 0.35 Hz whereas outside this range the instrumental response is questionable . This high frequency limit is important to the selection of ...
Page 452
... spectral moment to the zero order moment of the frequency spectrum corresponding to the swell wave field mo .. SSER = mo , where m ,, is the nth order spectral moment , given by Mn ( 1 ) = σ " s ( ƒ ) dƒ ; n = 0 , 1 , 2 , ... ( 2 ) and ...
... spectral moment to the zero order moment of the frequency spectrum corresponding to the swell wave field mo .. SSER = mo , where m ,, is the nth order spectral moment , given by Mn ( 1 ) = σ " s ( ƒ ) dƒ ; n = 0 , 1 , 2 , ... ( 2 ) and ...
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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