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 296
... represents the variables related to the capacity ; the linear combination ( α M ( X1 ) + N ( X ) ) represents the ... represent the required life time for the pipe . This quantity is taken to be deter- ministic for all the four cases ...
... represents the variables related to the capacity ; the linear combination ( α M ( X1 ) + N ( X ) ) represents the ... represent the required life time for the pipe . This quantity is taken to be deter- ministic for all the four cases ...
Page 392
... represent utilities , water systems , and power generation . The process and wellhead modules are open and the other 3 modules are represented as solid structures . Other features include a helideck , a drilling tower , a flare stack ...
... represent utilities , water systems , and power generation . The process and wellhead modules are open and the other 3 modules are represented as solid structures . Other features include a helideck , a drilling tower , a flare stack ...
Page 460
... represent a spectrum of events covering a part of the probability distribution . The scenario is in statistical terms an estimator for the event spectrum . A scenario should have a confidence interval within a certain limit ; say 90 ...
... represent a spectrum of events covering a part of the probability distribution . The scenario is in statistical terms an estimator for the event spectrum . A scenario should have a confidence interval within a certain limit ; say 90 ...
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