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 241
... joints . Fig . 5 is relevant to the same case of Fig . 4 ( low correlation ) , but the expected fatigue lives of the sample joints are one third of the expected life of the not - inspected joint . The benefit in reliability updating is ...
... joints . Fig . 5 is relevant to the same case of Fig . 4 ( low correlation ) , but the expected fatigue lives of the sample joints are one third of the expected life of the not - inspected joint . The benefit in reliability updating is ...
Page 244
... JOINT ( HIGH CORRELATION : 0.60 + 0.75 ) FIG . 4- NEEDED SIZE OF THE INSPECTION SAMPLE , TO UPDATE UP TO 3.0 THE ORIGINAL RELIABILITY OF A NOT INSPECTED JOINT ( LOW CORRELATION : 0.25 + 0.40 ) -2.8 -2.6 2.4 45 20-25 2.2 2 Original ...
... JOINT ( HIGH CORRELATION : 0.60 + 0.75 ) FIG . 4- NEEDED SIZE OF THE INSPECTION SAMPLE , TO UPDATE UP TO 3.0 THE ORIGINAL RELIABILITY OF A NOT INSPECTED JOINT ( LOW CORRELATION : 0.25 + 0.40 ) -2.8 -2.6 2.4 45 20-25 2.2 2 Original ...
Page 264
... joint , the formulations based on APT's early editions may result in high utilisation of joint capacity , however , the opposite is true in the case of bending moments only . In addition , a large number of tubular joints selected from ...
... joint , the formulations based on APT's early editions may result in high utilisation of joint capacity , however , the opposite is true in the case of bending moments only . In addition , a large number of tubular joints selected from ...
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