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 127
... pile , pile cluster and outrigger foundations in water depths ranging between 9-52m LAT . The relationship between platform CAPEX and probability of failure is derived from first principles for cases of appurtenances located within and ...
... pile , pile cluster and outrigger foundations in water depths ranging between 9-52m LAT . The relationship between platform CAPEX and probability of failure is derived from first principles for cases of appurtenances located within and ...
Page 138
... Piles have also been used to secure the legs for long - term production ( eg . Elgin , 2000 ) . A further possibility is for the base to comprise a braced substructure , held in place with piles ( Stag , 1998 - Fig . 4 ) . Details of ...
... Piles have also been used to secure the legs for long - term production ( eg . Elgin , 2000 ) . A further possibility is for the base to comprise a braced substructure , held in place with piles ( Stag , 1998 - Fig . 4 ) . Details of ...
Page 146
... Piles 1 1.5 Process No 12 Jacket 4 Tube 1.8 Piles 1.1 Process No 12 Jacket 175 0.0 Zakum CSC Ekofisk 0 9.3 Leman DP 9.3 Inde BP 6 Tube 1.8 Piles 1 1.4 Process No 12 Jacket 9.5 Leman FP 4 Tube 1.8 Generation No Jacket 0.0 Umm Shaif SC 10 ...
... Piles 1 1.5 Process No 12 Jacket 4 Tube 1.8 Piles 1.1 Process No 12 Jacket 175 0.0 Zakum CSC Ekofisk 0 9.3 Leman DP 9.3 Inde BP 6 Tube 1.8 Piles 1 1.4 Process No 12 Jacket 9.5 Leman FP 4 Tube 1.8 Generation No Jacket 0.0 Umm Shaif SC 10 ...
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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