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 38
... Figure 1. which can be initiated by structural failure . human error , or uncontrolled motion of the vessel . Consequences of a dropped load can be damage to the vessel , damage to the cargo barge , multiple injuries and fatalities ...
... Figure 1. which can be initiated by structural failure . human error , or uncontrolled motion of the vessel . Consequences of a dropped load can be damage to the vessel , damage to the cargo barge , multiple injuries and fatalities ...
Page 93
... Figure 3. Peak surface elevation in time for the 1 - D group . The next three figures show the equivalent comparisons for the directionally spread groups : Figure 4 is for a very short crested wave group -60 ° , Figure 5 is for a short ...
... Figure 3. Peak surface elevation in time for the 1 - D group . The next three figures show the equivalent comparisons for the directionally spread groups : Figure 4 is for a very short crested wave group -60 ° , Figure 5 is for a short ...
Page 99
... ( Figure 7 ) . Both analyses give the same expected value for the 100 years external pressure . TP ( 0 ) 18 16 14 12 10 Upper Hull 10 12 He ( m ) 14 16 18 Figure 6 PS - AFT Column - Sea pressure at water level Curves of same coefficient ...
... ( Figure 7 ) . Both analyses give the same expected value for the 100 years external pressure . TP ( 0 ) 18 16 14 12 10 Upper Hull 10 12 He ( m ) 14 16 18 Figure 6 PS - AFT Column - Sea pressure at water level Curves of same coefficient ...
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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