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 66
... random variables M , and M , in the time domain enables one to consider the ordinates Ms of the " slow " random process Ms ( t ) unchangeable , compared to the ordinates Mp of the " swift " process Mo ( t ) . Therefore , the problem of ...
... random variables M , and M , in the time domain enables one to consider the ordinates Ms of the " slow " random process Ms ( t ) unchangeable , compared to the ordinates Mp of the " swift " process Mo ( t ) . Therefore , the problem of ...
Page 70
... random variable X = Y + Z is as follows : F = ( B - 7 ) 1 X √ JP ( wo√2 ) exp - ( 1/2 " ) W ν ( B - 13 ) ν n = η хо If high frequency oscillations superimpose the low - frequency oscillations of a random process X ( t ) , then the ...
... random variable X = Y + Z is as follows : F = ( B - 7 ) 1 X √ JP ( wo√2 ) exp - ( 1/2 " ) W ν ( B - 13 ) ν n = η хо If high frequency oscillations superimpose the low - frequency oscillations of a random process X ( t ) , then the ...
Page 286
... random processes . There is the degradation process and the renewal process . The degradation process is a combination of continuous random process and a discrete step - like random process and depends on the natural and technological ...
... random processes . There is the degradation process and the renewal process . The degradation process is a combination of continuous random process and a discrete step - like random process and depends on the natural and technological ...
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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