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- W2348656002 abstract "Basing on the theories of random vibration and the two-dimensional wave equation analysis method and the dynamic element method,by using the impulse function method of structural stochastic earthquake responses analysis,and regarding the earthquake motion of ground as a Gauss stationary stochastic process,the stochastic earthquake responses of the Qinghai-Tibet Railway piers for various foundations and various frozen soils in the permafrost regions were analyzed,the mean values and standard deviations of the maximum responses were calculated,and the effects of the type of foundations and the frozen earth thickness on the stochastic characteristics of the pier earthquake responses were studied by comparing the stochastic earthquake responses under the various conditions.The results of an example show that the type of foundations and the frozen soils produce some obvious effects on the bridge piers earthquake responses,and the frozen soils have some positive roles on reducing the bridge piers earthquake responses." @default.
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- W2348656002 date "2008-01-01" @default.
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- W2348656002 title "Analysis of The Earthquake Responses of Qinghai-Tibet Railway Piers for Various Foundations" @default.
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