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- W882005998 abstract "The structural responses of underground structures are examined in probability by using the elasto-plastic stochastic finite element method, in which the spatial distributions of material properties are assumed to be stochastic fields. In addition, the adaptive importance sampling method using the response surface technique is used to improve simulation efficiency. The method is found to provide appropriate information although the nonlinear limit state involves a large number of basic random variables and the failure probability is small. The probability of plastic local failures around an excavated area is effectively evaluated and the reliability for the limit displacement of the ground is investigated. It is demonstrated that the adaptive importance sampling method can be very efficiently used to evaluate the reliability of a large scale stochastic finite element model, such as the underground structures located in the multi-layered ground." @default.
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- W882005998 date "1999-01-01" @default.
- W882005998 modified "2023-09-23" @default.
- W882005998 title "Stochastic Finite Element Analysis of Underground Structure by the Adaptive Importance Sampling Method" @default.
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