Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 2American Society of Mechanical Engineers, 1995 - Arctic regions |
From inside the book
Results 1-3 of 82
Page 112
... Normal 235 bars 0.10 Thickness of sacrificial sheath - Layer 2 Normal 4.0 mm 0.03 Table 1 Random variables relevant for load effect calculations used in RIFLEX Thickness of pressure sheath Layer 3 Normal 10.5 mm 0.03 Thickness of anti ...
... Normal 235 bars 0.10 Thickness of sacrificial sheath - Layer 2 Normal 4.0 mm 0.03 Table 1 Random variables relevant for load effect calculations used in RIFLEX Thickness of pressure sheath Layer 3 Normal 10.5 mm 0.03 Thickness of anti ...
Page 303
... Normal - / - / - / 19mm - / - / - / 0.005 Sheath thickness 2 Normal - / 4mm / - / 3mm 0.03 Sheath thickness 3 Normal 8mm / 10.5mm / 7mm / 10mm 0.03 / 0.03 / - / 0.03 Sheath thickness 4 Normal -3mm / - / - 0.03 Steel thickness 5 Normal ...
... Normal - / - / - / 19mm - / - / - / 0.005 Sheath thickness 2 Normal - / 4mm / - / 3mm 0.03 Sheath thickness 3 Normal 8mm / 10.5mm / 7mm / 10mm 0.03 / 0.03 / - / 0.03 Sheath thickness 4 Normal -3mm / - / - 0.03 Steel thickness 5 Normal ...
Page 337
... Normal 1.0 0.30 Normal 1.0 0.05 Normal® ( link ) ( link ) 1.0 0.05 Normal 1.0 0.01 Normal 6 0.90 0.05 Normal log ( P , ) / log ( target ) 2.0 FORM 1.5 1.0 7 0 . 1.0 Normal 8 1.0 0.045 Normal ' 0.5 Importance sampling 9 1.0 0.27 Normal 10 ...
... Normal 1.0 0.30 Normal 1.0 0.05 Normal® ( link ) ( link ) 1.0 0.05 Normal 1.0 0.01 Normal 6 0.90 0.05 Normal log ( P , ) / log ( target ) 2.0 FORM 1.5 1.0 7 0 . 1.0 Normal 8 1.0 0.045 Normal ' 0.5 Importance sampling 9 1.0 0.27 Normal 10 ...
Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 57 |
A Naess | 79 |
Copyright | |
25 other sections not shown
Other editions - View all
Common terms and phrases
acceptance criteria amplitude applied approach approximation assessment assumed axial force bending blowout buoy calculated coefficient components considered Cook Inlet crack growth defined developed distribution drilling Engineering equation estimated evaluation event extreme value distribution failure paths failure probability fatigue damage fatigue strength Figueira da Foz Figure frequency function given human error inspection installation jet fire joint kurtosis linear marine structures maxima measurements method nonlinear normal normally distributed North Sea Norway obtained offshore construction offshore structures operation parameters passive fire protection performed phase pipe platform prediction pressure probability of failure problem procedure random variables reliability analysis reliability index response risk analysis S-N curve Safety and Reliability safety factors sample scenarios ship significant wave height simulation SINTEF spectra spectrum statistical Statoil stochastic stress Table temperature tether uncertainty Weibull weld