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 131
... cost Ce Design , fabrication & installation cost 40 50 D 20 30 Water depth Figure 6. Cost versus water depth data , normalised by the cost data of monopod A. value . Together , these results show that the analysis is insensitive to the ...
... cost Ce Design , fabrication & installation cost 40 50 D 20 30 Water depth Figure 6. Cost versus water depth data , normalised by the cost data of monopod A. value . Together , these results show that the analysis is insensitive to the ...
Page 132
Cost versus water depth data for the four monopods are shown in figure 6. Two curves are given for the four platforms considered ; initial cost ( Ca ) including 1. design , fabrication of substructure and piles , and project management ...
Cost versus water depth data for the four monopods are shown in figure 6. Two curves are given for the four platforms considered ; initial cost ( Ca ) including 1. design , fabrication of substructure and piles , and project management ...
Page 289
... cost without maintenance , cost of failure with action ( Ca ) - expected failure cost with maintenance , cost of action ( C ) cost of maintenance , then NPV = Cfna- ( Cfa + Ca ) . ( 2 ) Equation ( 2 ) compares two scenarios with ...
... cost without maintenance , cost of failure with action ( Ca ) - expected failure cost with maintenance , cost of action ( C ) cost of maintenance , then NPV = Cfna- ( Cfa + Ca ) . ( 2 ) Equation ( 2 ) compares two scenarios with ...
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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