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- W2375703352 abstract "Apart from the random uncertainty,the fuzzy uncertain must also be involved in the evaluation of soil liquefaction.According to the field testing liquefaction data of cone penetration test from 19 strong earthquakes around the world,the fuzzy membership function is established,and the CRR curves is developed using logistic model,through which the PDF and the statistics for CRR are deduced.Then the empirical acceleration attenuation law in Northern China area is employed to derive PDF and the statistics for CSR in the sense that the maximum of acceleration is the dominant factor producing the CSR variation.Through theoretical and contractive analyses on a representative sample,the fuzzy liquefaction probability can systematically,quantificationally consider the fuzziness and randomness of soil liquefaction compared with the traditional methods,and the decision-making based on the analysis of the fuzzy reliability will more agree to the property of the engineering.It can be used as a significant reference of the code." @default.
- W2375703352 created "2016-06-24" @default.
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- W2375703352 date "2010-01-01" @default.
- W2375703352 modified "2023-09-23" @default.
- W2375703352 title "Fuzzy reliability analysis of soil liquefaction evaluation" @default.
- W2375703352 hasPublicationYear "2010" @default.
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