Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 75
... curve should be either the spectral acceleration at the dominant period of the platform , or the spectral acceleration at a period of 1.0 second . Given a target annual probability of failure equal to P ( Table 4 ) , the C correction ...
... curve should be either the spectral acceleration at the dominant period of the platform , or the spectral acceleration at a period of 1.0 second . Given a target annual probability of failure equal to P ( Table 4 ) , the C correction ...
Page 123
... curve enclosing both shaded areas in Figure 1. ( Note that this curve and the other curves in Figures 1 and 2 represent the likelihood of occurrence of defects and not probability density functions ; the area enclosed by these curves is ...
... curve enclosing both shaded areas in Figure 1. ( Note that this curve and the other curves in Figures 1 and 2 represent the likelihood of occurrence of defects and not probability density functions ; the area enclosed by these curves is ...
Page 289
... curve for a given type of machinery failure without maintenance action and after maintenance action pe ' , average ... curve with maintenance action = cash flow curve without maintenance action until the maintenance action year , then ...
... curve for a given type of machinery failure without maintenance action and after maintenance action pe ' , average ... curve with maintenance action = cash flow curve without maintenance action until the maintenance action year , then ...
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Common terms and phrases
amplitude applied approach Arctic Engineering assessment Bay of Campeche calculated coefficient components Conference on Offshore considered corrosion cost crack growth criteria damage deck defect distribution dynamic effect element equation estimate evaluated evidential reasoning approach factor fatigue Figure FPSO frequency function fuzzy given Guedes Soares hydrostatic test inspection planning installation jack-up linear maintenance marine maximum Mechanics and Arctic method monopod nonlinear North West Shelf obtained Offshore Mechanics offshore structures operations optimal parameters peak pipe pipeline prediction probabilistic probability density probability density function probability of failure procedure random variables reliability analysis reliability index response return period Rio de Janeiro riser risk risk based inspection safety seismic ship significant wave height simulation spectral spectrum statistical steel storm stress structural reliability subsea surface Table temperature theory ultimate strength uncertainty valves velocity water depth Weibull distribution wind