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 171
... API RP 2RD extreme case with a usage factor equal to 0.8 . The DWR results are valid for environmental / functional load effect ratio equal to 0.5 . For the present comparison , the proposed guideline will allow for larger utilisation ...
... API RP 2RD extreme case with a usage factor equal to 0.8 . The DWR results are valid for environmental / functional load effect ratio equal to 0.5 . For the present comparison , the proposed guideline will allow for larger utilisation ...
Page 279
... API RP 2A guideline to design multiplanar joints as a series of uniplanar joints ignoring the interaction between the different planes . Therefore , application of the API RP 2A recommendation of uniplanar connections will result in ...
... API RP 2A guideline to design multiplanar joints as a series of uniplanar joints ignoring the interaction between the different planes . Therefore , application of the API RP 2A recommendation of uniplanar connections will result in ...
Page 281
... API RP 2A's unstiffened joint capacity equation to derive the uncertainty models . X - Joints . Figure 9 shows the configuration of axially loaded uniplanar stiffened X joints and its T - shaped stiffeners . The internal ring ...
... API RP 2A's unstiffened joint capacity equation to derive the uncertainty models . X - Joints . Figure 9 shows the configuration of axially loaded uniplanar stiffened X joints and its T - shaped stiffeners . The internal ring ...
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Common terms and phrases
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