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 | 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