Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15, Part 2American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 372
... escalate . A quantitative model for escalation used in the QRA will be represented by a standard " S " curve . Immediately after the fire , the probability of escalation is close to nil . After a long duration , the probability of ...
... escalate . A quantitative model for escalation used in the QRA will be represented by a standard " S " curve . Immediately after the fire , the probability of escalation is close to nil . After a long duration , the probability of ...
Page 373
... escalation curve used in the QRA . = Let us illustrate this with the following example . Assume no passive fire protection is initially proposed . The time to escalation is computed . The time is smaller than the initial T1 15 min . A ...
... escalation curve used in the QRA . = Let us illustrate this with the following example . Assume no passive fire protection is initially proposed . The time to escalation is computed . The time is smaller than the initial T1 15 min . A ...
Page 410
... escalation analysis because only the relevant event sequences are investigated . In forward escalation analysis calculation time is used investigating branches that turn out to be harmless . To estimate the probability or frequency of ...
... escalation analysis because only the relevant event sequences are investigated . In forward escalation analysis calculation time is used investigating branches that turn out to be harmless . To estimate the probability or frequency of ...
Contents
PROBABILISTIC MODELLING OF THE ENVIRONMENT AND RESPONSE | 1 |
A Nonlinear Model | 29 |
Spectral Bandwidth | 59 |
Copyright | |
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Adriatic Sea airgap applied approach assessment assumed calculated capacity coefficient collapse components considered Cook Inlet corrosion crack criteria damage deck defined Det Norske Veritas deterministic developed Dogliani effects Engineering environmental equation escalation estimated evacuation evaluated event explosion extreme value extreme value distribution failure modes failure probability fatigue Figure frequency function Guedes Soares hazard hindcast Hoop Stress hull ignition initial inspection jack-up joint limit linear load mean value measured method mooring nonlinear North Sea offshore structures operation optimisation parameters passive fire protection plate platform predictions pressure probabilistic probability density function probability distribution probability of failure procedure random variables reliability analysis reliability index response riser risk Safety and Reliability safety factors scenarios section modulus ship significant wave height simulation SORM statistical stochastic strength structural reliability Table temperature towing uncertainties vector Weibull distribution wind