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 12
... phase generic data or expert judgment for which the initiating event has been identified . The length of time INTEGRATION OF QRA AND STRUCTURAL RELIABILITY Ploss = P (. where redundancy is not available . In the latter case it is very ...
... phase generic data or expert judgment for which the initiating event has been identified . The length of time INTEGRATION OF QRA AND STRUCTURAL RELIABILITY Ploss = P (. where redundancy is not available . In the latter case it is very ...
Page 21
... phase modulation solution . In this solution , the exponential function in the potential function depends not only on z but also on the phase of the long wave . Figure ( 2 ) , taken from Zhang et al . ( 1999a ) , is an example of the ...
... phase modulation solution . In this solution , the exponential function in the potential function depends not only on z but also on the phase of the long wave . Figure ( 2 ) , taken from Zhang et al . ( 1999a ) , is an example of the ...
Page 260
... phases and the reason why the running and wellhead phases comprise greater average downtimes came from tripping , waiting and other activities . These latter times are greater for the running phase and greater still for the wellhead phase ...
... phases and the reason why the running and wellhead phases comprise greater average downtimes came from tripping , waiting and other activities . These latter times are greater for the running phase and greater still for the wellhead phase ...
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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