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 505
... human error will be identified as Pfio . Then Pfi = { Pfig | O } P [ O ] + { Pfig | Ø } P [ Ø ] + Pfio P [ O ] where P [ Ø ] = 1 - P [ O ] = probability of no human error ( 3 ) ( 4 ) and A I B indicates the occurrence of A conditional ...
... human error will be identified as Pfio . Then Pfi = { Pfig | O } P [ O ] + { Pfig | Ø } P [ Ø ] + Pfio P [ O ] where P [ Ø ] = 1 - P [ O ] = probability of no human error ( 3 ) ( 4 ) and A I B indicates the occurrence of A conditional ...
Page 506
... Human Errors The categories of human errors are influenced by four types of contributing influences ( error inducing or causing factors ) : organizations ( Oe ) , hardware ( He ) , procedures ( Pe ) , and environment ( Ee ) . The ...
... Human Errors The categories of human errors are influenced by four types of contributing influences ( error inducing or causing factors ) : organizations ( Oe ) , hardware ( He ) , procedures ( Pe ) , and environment ( Ee ) . The ...
Page 531
... Human Error , Ignorance Human Error , Selection and Training IV . ANALYSIS Human Error , Ignorance Human Error , Selection and Training Errors in mesh compatibility are judged to be the product of ignorance ( users who do not understand ...
... Human Error , Ignorance Human Error , Selection and Training IV . ANALYSIS Human Error , Ignorance Human Error , Selection and Training Errors in mesh compatibility are judged to be the product of ignorance ( users who do not understand ...
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