Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 2American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 240
... ( event type II ) : Pƒ - upd , i PJ - upd.1 = p [ ( M , | Esik Σ Ε ≤0 ) 50 ] = = p [ ( { M , \ Enx ≥0 } | { E , a ... event - function values e are the n simulation outcomes that satisfy the boundary constraints ( i.e. , negative outcome ...
... ( event type II ) : Pƒ - upd , i PJ - upd.1 = p [ ( M , | Esik Σ Ε ≤0 ) 50 ] = = p [ ( { M , \ Enx ≥0 } | { E , a ... event - function values e are the n simulation outcomes that satisfy the boundary constraints ( i.e. , negative outcome ...
Page 408
... event trees based on the hazards identified and safety criteria . Which branch questions shall we have in the event trees and what kind of parameters do we want to take into account in order to compare the risk contributions from the ...
... event trees based on the hazards identified and safety criteria . Which branch questions shall we have in the event trees and what kind of parameters do we want to take into account in order to compare the risk contributions from the ...
Page 492
... events that can lead to trouble ) , 2 ) the consequences of the scenarios , and 3 ) the probability of these scenarios . A widely used method for quantitative risk analysis is the so- called fault tree / event tree approach which has ...
... events that can lead to trouble ) , 2 ) the consequences of the scenarios , and 3 ) the probability of these scenarios . A widely used method for quantitative risk analysis is the so- called fault tree / event tree approach which has ...
Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 57 |
A Naess | 79 |
Copyright | |
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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