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 | 79 |
Reducing Simulation Lengths in Extreme Response Estimation of a Flexible Riser | 99 |
Copyright | |
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acceptance criteria ALARP applied approach assessment assumed blowout blowout frequency calculated coefficient collisions components considered Cook Inlet crack growth curve database defined developed distribution drilling effect elements Engineering equation estimated evaluation event extreme failure probability fatigue damage Figueira da Foz Figure function given human error inspection installation joint kurtosis limit linear load marine structures maxima mean measures method normal normally distributed North Sea Norway Norwegian offshore construction offshore structures OHRAT operation parameters passive fire protection performed phase pipe platform prediction pressure probability of failure problem procedures random variables reliability analysis response riser risk analysis S-N curve Safety and Reliability safety factors sample scenarios ship significant wave height simulations SINTEF spectra spectrum statistical Statoil stress Table temperature tether uncertainty values velocity water depth weld