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- W2382331800 abstract "Considering the randomness of earthquakes and the nonlinearity of soil,introducing the viscous-spring boundary and the orthogonal trial method,the loading pattern of inputting acceleration directly in harmonic response analysis is proposed,and the parametric sensitivity analyses of stochastic vibration response for pile-soil interaction system based on pseudo-excitation method,equivalent linearization method and deterministic dynamic finite element method are researched.The parametric sensitivity analyses of the pile-soil system with respect to pile-soil modulus ratio,earthquake design level,and pile slenderness ratio are accomplished in detail.The results showed that the pile-soil stiffness ratio is the most sensitive one among three factors." @default.
- W2382331800 created "2016-06-24" @default.
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- W2382331800 date "2010-01-01" @default.
- W2382331800 modified "2023-09-28" @default.
- W2382331800 title "Parametric sensitive analysis for the stochastic earthquake response of a pile-soil system based on orthogonal trial method" @default.
- W2382331800 hasPublicationYear "2010" @default.
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