Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 2American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 112
... given in Table 1 . Figure 2. Exceedance probability observed for swell dominated sea states. Naess ( 1985 ) derived an expression for the crest - to- trough wave height in a stationary gaussian narrow banded wave train given by 2 P ( 5 > ...
... given in Table 1 . Figure 2. Exceedance probability observed for swell dominated sea states. Naess ( 1985 ) derived an expression for the crest - to- trough wave height in a stationary gaussian narrow banded wave train given by 2 P ( 5 > ...
Page 171
... given by : Tp = √x · π · ( D2 - t ) .t ( 10 ) ( 11 ) P , is given by Eq . ( 10 ) . a , is a flow stress parameter accounting for strain hardening , ranging between 1.0 and 1.15 . Note that a explicitly accounts for strain hardening and ...
... given by : Tp = √x · π · ( D2 - t ) .t ( 10 ) ( 11 ) P , is given by Eq . ( 10 ) . a , is a flow stress parameter accounting for strain hardening , ranging between 1.0 and 1.15 . Note that a explicitly accounts for strain hardening and ...
Page 185
... given by 10.75 - ( ( 300 - L ) / 100 ) 3/2 100 < Z < 300 300 < L≤350 ( 4 ) 10.75 - ( ( L - 350 ) / 150 ) 3/2 L > 350 C = 10.75 The CDF for the largest of the individual SWBMs can be found for a total of the v , T repetitions using the ...
... given by 10.75 - ( ( 300 - L ) / 100 ) 3/2 100 < Z < 300 300 < L≤350 ( 4 ) 10.75 - ( ( L - 350 ) / 150 ) 3/2 L > 350 C = 10.75 The CDF for the largest of the individual SWBMs can be found for a total of the v , T repetitions using the ...
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API RP applied ASME assessment axial Bay of Campeche bending bending moment brace calculated capacity cathodic protection chloride components Conference On Offshore considered Copyright correlation corrosion corrosion rate crack crest damage defined Det Norske Veritas detection developed element environmental equation estimated evaluated event extreme value extreme value distribution extreme wave factors failure modes failure probability failure rates fatigue Figure fractile Gumbel distribution hull initial inspection installation interaction joint linear load effect marine fouling mean value Mechanics and Arctic method Nakhodka nonlinear normal Offshore Mechanics offshore structures operating OREDA parameters PEMEX performed pipeline platform predicted probabilistic probability of failure procedure QA/QC random random variables ratio response riser risk safety scatter diagram scenarios sea-states ship simulation SINTEF spectral statistical strength stress surface Table tendon uncertainty variables wave groups wave height wavenumber Weibull distribution weld wellhead