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 67
... indicate that if the safety factor is increased above the value of , say = 2.630 ( which corresponds to the probability Ps = 0.9999 ) , then the probability of safe passing of a shallow waterway will not increase appreciably . Therefore ...
... indicate that if the safety factor is increased above the value of , say = 2.630 ( which corresponds to the probability Ps = 0.9999 ) , then the probability of safe passing of a shallow waterway will not increase appreciably . Therefore ...
Page 73
... indicates high exposure , L2 indicates medium exposure , and L3 indicates low exposure . The probability values in Table 4 were based on the experience of operators in design of platforms against earthquakes , storms , and ice in ...
... indicates high exposure , L2 indicates medium exposure , and L3 indicates low exposure . The probability values in Table 4 were based on the experience of operators in design of platforms against earthquakes , storms , and ice in ...
Page 395
... indicate the ( relative ) directions that are governing . Studies made on a number or cases indicate that the relative direction between wind and current that lead to maximum load is generally in the range of 20 to 50 ° , and that load ...
... indicate the ( relative ) directions that are governing . Studies made on a number or cases indicate that the relative direction between wind and current that lead to maximum load is generally in the range of 20 to 50 ° , and that load ...
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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