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 506
... errors : major and minor . It then would be necessary to deter- mine the probability of failure associated with the defined major category of error . Such a definition is consistent with the meager quantitative data that is available on ...
... errors : major and minor . It then would be necessary to deter- mine the probability of failure associated with the defined major category of error . Such a definition is consistent with the meager quantitative data that is available on ...
Page 508
... error rates that would be used in such an analysis would presume that there was no unusual defense in depth provided to detect and correct errors . In one way , this is not unrea- sonable . Most minor errors are caught by the individual ...
... error rates that would be used in such an analysis would presume that there was no unusual defense in depth provided to detect and correct errors . In one way , this is not unrea- sonable . Most minor errors are caught by the individual ...
Page 531
... Error , Ignorance Human Error , Slips II . MODELING Organizational Error , Ignorance III . ELEMENT SIZING Human Error , Ignorance Human Error , Selection and Training IV . ANALYSIS Human Error , Ignorance Human Error , Selection and ...
... Error , Ignorance Human Error , Slips II . MODELING Organizational Error , Ignorance III . ELEMENT SIZING Human Error , Ignorance Human Error , Selection and Training IV . ANALYSIS Human Error , Ignorance Human Error , Selection and ...
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