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 74
... scale factor on the 1000 - year spectra , as shown in Table 6. The scale factors in Table 6 , which are dependent on the platform Exposure Category , should lead to a design that is expected to meet the target probabilities in Table 4 ...
... scale factor on the 1000 - year spectra , as shown in Table 6. The scale factors in Table 6 , which are dependent on the platform Exposure Category , should lead to a design that is expected to meet the target probabilities in Table 4 ...
Page 75
... scale factors ( Factor 1 x Factor 2 ) calculated for L3 platforms is 0.67-0.96 . For L2 platforms , the 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 ...
... scale factors ( Factor 1 x Factor 2 ) calculated for L3 platforms is 0.67-0.96 . For L2 platforms , the 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 ...
Page 370
... scale and size of structure . In this case acceptable , a failure probability is assigned irrespective to the of the scale of a structure . The notion that " failure probability larger than 10 is not acceptable " is a statement from ...
... scale and size of structure . In this case acceptable , a failure probability is assigned irrespective to the of the scale of a structure . The notion that " failure probability larger than 10 is not acceptable " is a statement from ...
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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