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 143
... variables in a vector , Y , with dimension equal to the number of variables . The n - dimensional probability space corresponding to this vector can then be introduced . The failure criterion is subsequently represented in terms of a ...
... variables in a vector , Y , with dimension equal to the number of variables . The n - dimensional probability space corresponding to this vector can then be introduced . The failure criterion is subsequently represented in terms of a ...
Page 297
... variable U + 1 is required for a set of n time - invariant variables Z = { Z1 , Z2 , ... , Zn ) . Reliability Based Design Let us consider , for example , the ultimate limit - state defined by the following interaction equation : IR ( S ...
... variable U + 1 is required for a set of n time - invariant variables Z = { Z1 , Z2 , ... , Zn ) . Reliability Based Design Let us consider , for example , the ultimate limit - state defined by the following interaction equation : IR ( S ...
Page 320
... variables are reported in Table 1. Presently , correlations between the basic variables are neglected . As more extensive data sets become available , more refined models including correlation properties are aimed at It must also be ...
... variables are reported in Table 1. Presently , correlations between the basic variables are neglected . As more extensive data sets become available , more refined models including correlation properties are aimed at It must also be ...
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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