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 353
... measures were often inserted with other identified measures ( for all accidental scenarios ) into a Cost Benefit Analysis ( CBA ) which assessed whether the overall cost was in proportion to the benefits to be gained ( see Appendix B ...
... measures were often inserted with other identified measures ( for all accidental scenarios ) into a Cost Benefit Analysis ( CBA ) which assessed whether the overall cost was in proportion to the benefits to be gained ( see Appendix B ...
Page 421
... measures . With this method it is more likely that the QRA must be performed under time pressure , since there is often limited time from when the procedures are prepared to realisation of the work , and technical solutions are often ...
... measures . With this method it is more likely that the QRA must be performed under time pressure , since there is often limited time from when the procedures are prepared to realisation of the work , and technical solutions are often ...
Page 435
... measures are implemented , the probability reducing measures shall take priority over conse- quence reducing measures . In order to be able to meet this re- commendation , it is essential to understand the " mechanics " of the probable ...
... measures are implemented , the probability reducing measures shall take priority over conse- quence reducing measures . In order to be able to meet this re- commendation , it is essential to understand the " mechanics " of the probable ...
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