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 219
... length , L_d / L 0.2 0.4 00 0.8 $ V1 = V. , 1 Vo V1 , 0 DAMAGE STATISTICS - ( 9 ) not Regrettably , the existing ... length . 3 2.5 2 ཙཽ 1.5 1 0.5 O 0.2 0.4 0.6 0.8 Position of Damage Front / Ship length Figure 4 : Probability density ...
... length , L_d / L 0.2 0.4 00 0.8 $ V1 = V. , 1 Vo V1 , 0 DAMAGE STATISTICS - ( 9 ) not Regrettably , the existing ... length . 3 2.5 2 ཙཽ 1.5 1 0.5 O 0.2 0.4 0.6 0.8 Position of Damage Front / Ship length Figure 4 : Probability density ...
Page 223
... length given in Eq . ( 3 ) . For example , it was sug- gested by Pedersen and Zhang ( 1998 ) from a study of classi- fication society rules that the plate thickness of tanker bot- toms are proportional to the square root of the ship length ...
... length given in Eq . ( 3 ) . For example , it was sug- gested by Pedersen and Zhang ( 1998 ) from a study of classi- fication society rules that the plate thickness of tanker bot- toms are proportional to the square root of the ship length ...
Page 277
... length may result in significant uncertainty . For high ẞ ratio T / Y joints ( ẞ > 0.8 ) subjected to axial loads , it is not possible to achieve joint failure unless the chord lengths are short . However , at short chord lengths , the ...
... length may result in significant uncertainty . For high ẞ ratio T / Y joints ( ẞ > 0.8 ) subjected to axial loads , it is not possible to achieve joint failure unless the chord lengths are short . However , at short chord lengths , the ...
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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