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 101
... S. , Sorensen , J.D. and Bloch , A. , 2000 ; Simplified and Gene - ric Risk Based Inspection Planning ; Proceedings ... mm Exponential 0.38 0.38 ac mm Deterministic 60 Y LogNormal 1 0.1 PinC / No Deterministic -0.5 aR LD mm mm ...
... S. , Sorensen , J.D. and Bloch , A. , 2000 ; Simplified and Gene - ric Risk Based Inspection Planning ; Proceedings ... mm Exponential 0.38 0.38 ac mm Deterministic 60 Y LogNormal 1 0.1 PinC / No Deterministic -0.5 aR LD mm mm ...
Page 108
the S - N model arise from both experimental and statistical origins . Fatigue data are obtained from laboratory ... mm . 1.20 m . 16 mm . Diagonals in Vertical planes . 1.20 m . 16 mm . Level : +5.0 m . Bracings & Diag . 0.80 m . 8 mm ...
the S - N model arise from both experimental and statistical origins . Fatigue data are obtained from laboratory ... mm . 1.20 m . 16 mm . Diagonals in Vertical planes . 1.20 m . 16 mm . Level : +5.0 m . Bracings & Diag . 0.80 m . 8 mm ...
Page 320
... mm , represents the remaining belief unassigned after commitment of belief to all H , ( n = 1 , 2 , 3 and 4 ) as a ... S ( a1 ) = { H ,, P11 , n = 1 , ... , n } , I = 1 , ... , M. where ẞnl = mm / ( 1 - mm H , L mm H.L ) . n , L ( 16 ) ...
... mm , represents the remaining belief unassigned after commitment of belief to all H , ( n = 1 , 2 , 3 and 4 ) as a ... S ( a1 ) = { H ,, P11 , n = 1 , ... , n } , I = 1 , ... , M. where ẞnl = mm / ( 1 - mm H , L mm H.L ) . n , L ( 16 ) ...
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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