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
... range of scale factors is 1.10-1.20 , i.e. , this is the range of Factor 2 in Table 7 since the target probability is 1/1000 and Factor 1 is equal to 1.0 . For L1 platforms , the scale factors are shown in Table 8 indicating a fairly ...
... range of scale factors is 1.10-1.20 , i.e. , this is the range of Factor 2 in Table 7 since the target probability is 1/1000 and Factor 1 is equal to 1.0 . For L1 platforms , the scale factors are shown in Table 8 indicating a fairly ...
Page 151
... Range of environmental parameters and their ranges used in the pipeline simulations . A number of simple candidate forms for the response functions were considered , but the best - fit to the simulated weight responses was found to be ...
... Range of environmental parameters and their ranges used in the pipeline simulations . A number of simple candidate forms for the response functions were considered , but the best - fit to the simulated weight responses was found to be ...
Page 436
... range intensity factor , C and m are material parameters and AKth is the stress range threshold intensity factor . The stress intensity factor is given by the following equation : ΔΚ = ΔΟΥ ( α ) π.α ( ι ) where Ao is the stress range ...
... range intensity factor , C and m are material parameters and AKth is the stress range threshold intensity factor . The stress intensity factor is given by the following equation : ΔΚ = ΔΟΥ ( α ) π.α ( ι ) where Ao is the stress range ...
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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