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 224
... elements can be represented by a series of parallel sub - systems ( Figure 1 ) . The same failure elements can also appear in several failure paths ( such as element no . 1 in Figure 1 ) . Methods to calculate the combined structural ...
... elements can be represented by a series of parallel sub - systems ( Figure 1 ) . The same failure elements can also appear in several failure paths ( such as element no . 1 in Figure 1 ) . Methods to calculate the combined structural ...
Page 226
... elements . Furthermore , an improved RSR based method ( described in the next section ) should also be able to account for the sequence effect if it is significant in any specific case . Furthermore , as the system reliability ...
... elements . Furthermore , an improved RSR based method ( described in the next section ) should also be able to account for the sequence effect if it is significant in any specific case . Furthermore , as the system reliability ...
Page 230
... elements or failure paths ; combination of one or more of the fundamental mechanisms , a system failure can only be caused by the combination of one or more minimum cut - sets of failures . A.12 A typical offshore steel structure ...
... elements or failure paths ; combination of one or more of the fundamental mechanisms , a system failure can only be caused by the combination of one or more minimum cut - sets of failures . A.12 A typical offshore steel structure ...
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