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
Then Pfi = { Pfie 1 O ) P [ O ] + ( Pfie 1 Ø } P [ Ø ] + The likelihood of insufficient quality in the structure due to human error during the loading analyses could be evaluated as follows Pfi [ Y1.2 ] = U ( Pfi i Oj ) P [ Oj 1 Y1.2 ] ...
Then Pfi = { Pfie 1 O ) P [ O ] + ( Pfie 1 Ø } P [ Ø ] + The likelihood of insufficient quality in the structure due to human error during the loading analyses could be evaluated as follows Pfi [ Y1.2 ] = U ( Pfi i Oj ) P [ Oj 1 Y1.2 ] ...
Page 506
Such a definition is consistent with the meager quantitative data that is available on human errors ( Bea , 1994 ) . It is important to note that the shape of the fragility curve can be controlled by engineering .
Such a definition is consistent with the meager quantitative data that is available on human errors ( Bea , 1994 ) . It is important to note that the shape of the fragility curve can be controlled by engineering .
Page 511
Das , P. K. , and Garside , J. F. , 1991 , " Structural Redundancy for Discrete and Continuous Systems , " Report to Ship Structure Committee , SSC 354 , Washington , D. C. Knoll , F. , 1986 , " Checking Techniques , " Modeling Human ...
Das , P. K. , and Garside , J. F. , 1991 , " Structural Redundancy for Discrete and Continuous Systems , " Report to Ship Structure Committee , SSC 354 , Washington , D. C. Knoll , F. , 1986 , " Checking Techniques , " Modeling Human ...
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Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 79 |
Numerical Simulation of the WaveInduced NonLinear Bending Moment of Ships | 147 |
Copyright | |
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acceptance activities analysis applied approach assessment associated assumed blowout calculated caused combined complex consequence considered construction crack criteria damage decision defined dependent depth determined developed direction discussed distribution drilling effect elements Engineering equation equipment error estimated evaluation event example experience extreme factors failure fatigue Figure fire force frequency function given human identified important inspection installation joint limit load marine mean measures method normal objects obtained offshore operation parameters performed period phase platform possible practice prediction present pressure probability problem procedures random range reduced reference reliability reported represent response risk safety sample scenarios ship shown shows significant simulations specific spectra spectrum standard statistical strength stress structure Table uncertainty values variables wave wave height