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- W2371467701 abstract "Considering the fuzzy uncertainties of the parameters of stochastic variables,FOSM(First order second moment) was utilized and fuzzy random dependability analyzing model was set up.By using decomposing theorem and introducing λ cut set,fuzzy numbers were convened into a series of interval numbers and fuzzy random reliability computing technology was received.The major unstable modes of gravity retaining walls are overturning and sliding.Two performance functions against overturning and sliding of gravity retaining walls were established and the fuzzy random variables were confirmed for the two kinds of invalid modes.Two kinds of failure modes are calculated separately by using fuzzy random reliability computing technology,and two fuzzy random reliability indexes and corresponding failure probabilities are received.Comparing with computing technology proposed in relevant literature,the result of calculation shows that the difference of calculation result is obvious.The reason for producing the difference is that other methods supposes performance functions Z of the gravity retaining wall into normal distribution,there exists error to obtain the probability density function f(Z) in this treatment.Fuzzy random reliability value calculated by λ cut set way is in accordance with the actual results further." @default.
- W2371467701 created "2016-06-24" @default.
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- W2371467701 date "2010-01-01" @default.
- W2371467701 modified "2023-09-26" @default.
- W2371467701 title "Analysis of fuzzy reliability for gravity retaining wall structure" @default.
- W2371467701 hasPublicationYear "2010" @default.
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