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 225
... considered . System reliability analysis for the in - service behaviour of structures must therefore account for these extra failure elements and the associated sequences of failures . This is likely to increase the computational ...
... considered . System reliability analysis for the in - service behaviour of structures must therefore account for these extra failure elements and the associated sequences of failures . This is likely to increase the computational ...
Page 250
... considered period . Comparing these two curves , it can be seen that the crack growth during the considered period of 1 year will increase the failure probability significantly . A through - thickness - crack will very soon grow into a ...
... considered period . Comparing these two curves , it can be seen that the crack growth during the considered period of 1 year will increase the failure probability significantly . A through - thickness - crack will very soon grow into a ...
Page 513
... considered to be a valuable tool to identify the risk in offshore marine construction and operation projects ( Rettedal et al . , 1994 , Trbojevic et al . , 1994 ) . The quantitative results of such analysis are , however , very often ...
... considered to be a valuable tool to identify the risk in offshore marine construction and operation projects ( Rettedal et al . , 1994 , Trbojevic et al . , 1994 ) . The quantitative results of such analysis are , however , very often ...
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