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 227
... identified in the order of their importance ( i.e. the most - likely failure path is identified first and the next most - likely second etc. ) , and the failure tree enumeration is stopped when the difference between the upper bound and ...
... identified in the order of their importance ( i.e. the most - likely failure path is identified first and the next most - likely second etc. ) , and the failure tree enumeration is stopped when the difference between the upper bound and ...
Page 350
... identified accident scenarios . System performance criteria can then be used for establishment of performance criteria for sub - systems . Figure 1 shows an example of a relationship between reservoir data , commercial constraints ...
... identified accident scenarios . System performance criteria can then be used for establishment of performance criteria for sub - systems . Figure 1 shows an example of a relationship between reservoir data , commercial constraints ...
Page 359
... identified options . Later refinement and more accurate data led to the final list of identified safety modifications for the Rough platforms . Point of Discontinuity or Diminishing Returns Net Cost to Avert a Fatality Point of ...
... identified options . Later refinement and more accurate data led to the final list of identified safety modifications for the Rough platforms . Point of Discontinuity or Diminishing Returns Net Cost to Avert a Fatality Point of ...
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