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 73
... Table 2 - Seismic Risk Category , SRC Site Seismic Exposure Category Zone L3 L2 L1 0 4 4 4 1 3 3 2 2 3 3 1 3 3 2 1 4 2 1 1 Table 3 - Seismic Design Requirements SRC Seismic - Action Procedure Evaluation of Seismic Activity 1 Detailed ...
... Table 2 - Seismic Risk Category , SRC Site Seismic Exposure Category Zone L3 L2 L1 0 4 4 4 1 3 3 2 2 3 3 1 3 3 2 1 4 2 1 1 Table 3 - Seismic Design Requirements SRC Seismic - Action Procedure Evaluation of Seismic Activity 1 Detailed ...
Page 75
... 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 tight range of 1.50-1.81 . Table 7 - Scale Factor for L3 Platforms Hazard Factor ...
... 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 tight range of 1.50-1.81 . Table 7 - Scale Factor for L3 Platforms Hazard Factor ...
Page 257
... Table 3. In this table , the period 1979-83 contains the OREDA data , the period 1992-97 is our data , and the remaining periods have been extracted from SINTEFS reports . SINTEFS data is based on operations in the North Sea , whereas ...
... Table 3. In this table , the period 1979-83 contains the OREDA data , the period 1992-97 is our data , and the remaining periods have been extracted from SINTEFS reports . SINTEFS data is based on operations in the North Sea , whereas ...
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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