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- W2390586543 abstract "This paper aims to evaluate the system reliability sensitivity of main beams using the adaptive importance sampling method.Firstly,the adaptive importance sampling method is introduced.Then,the mean sensitivity coefficient and the standard deviation sensitivity coefficient are formulated.Finally,an illustrative example is given to demonstrate the validity of the adaptive importance sampling method.The results indicate that,if the correlations between resistances associated with different failure modes are not taken into account,hydrostatic load acting on hydraulic gates,resistance associated with bending failure mode,and resistance associated with combination of bending and shear failure modes are significant random variables with higher sensitivity coefficients.While the correlations between resistances associated with different failure modes are not considered,the sensitivity coefficients of resistances associated with three failure modes significantly increase with increasing correlation coefficients between resistances.But the sensitivity coefficients for thickness of the flange,thickness of skin plate,thickness of the web are almost not influenced by the correlation coefficients between resistances.The mean sensitivity coefficient and the standard deviation sensitivity coefficient are strongly related and both can be used to identify key contributing random variables." @default.
- W2390586543 created "2016-06-24" @default.
- W2390586543 creator A5011895543 @default.
- W2390586543 date "2009-01-01" @default.
- W2390586543 modified "2023-09-28" @default.
- W2390586543 title "Reliability sensitivity analysis of main beams for hydraulic gates using adaptive importance sampling method" @default.
- W2390586543 hasPublicationYear "2009" @default.
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