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 118
... approach using the entire set of local maxima and ( iii ) the model uncertainty related to the choice of distribution for the total load effect is reduced . In the present paper a pragmatic approach using the total combined load effect ...
... approach using the entire set of local maxima and ( iii ) the model uncertainty related to the choice of distribution for the total load effect is reduced . In the present paper a pragmatic approach using the total combined load effect ...
Page 523
... approach can be identified as subjective or qualitative . Experience with evaluations of HOF in reliability of marine structures indicates that this approach should be the starting point for the evaluation and assessment processes ( Bea ...
... approach can be identified as subjective or qualitative . Experience with evaluations of HOF in reliability of marine structures indicates that this approach should be the starting point for the evaluation and assessment processes ( Bea ...
Page 524
Quantitative - Objective The second approach can be termed objective or quantitative . This approach is generally utilized for higher consequence systems and processes in which undesirable levels of quality have potentially severe ...
Quantitative - Objective The second approach can be termed objective or quantitative . This approach is generally utilized for higher consequence systems and processes in which undesirable levels of quality have potentially severe ...
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