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 ( XL ) ) 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 ( XL ) ) 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 | 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