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- W2377921489 abstract "The equivalent linearization method underestimates the calculated peak ground acceleration under the strong seismic motion input and it is not suitable for dealing with soft soil layers with relatively large nonlinearity.To better estimate the non-linear site response,a direct-domain integral method based on dynamic skeleton curve constitutive model was proposed.In this method,central difference integration scheme was used to solve the dynamic numerical integral equation,a soil dynamic constitutive relation in a simple function form based on the dynamic skeleton curve constitutive model was introduced to consider soil nonlinearity,multi-transmitting artificial boundary condition had been conducted at the basement of soil layers to consider the effect of energy transmission through bedrock boundary.DYMATLAB program was compiled on MATLAB platform.In order to verify this method,real strong motion records derived from the Xiangtang three dimensional array in Tangshan for site effects on strong ground motion was used to analysis.The results showed that this method could consider nonlinearity of soil layers well and it could be applied as a reasonable and feasible method for nonlinear site response analysis of soil layers." @default.
- W2377921489 created "2016-06-24" @default.
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- W2377921489 date "2013-01-01" @default.
- W2377921489 modified "2023-09-24" @default.
- W2377921489 title "A Direct Time-domain Integral Method Based on Dynamic Skeleton Curve Constitutive Model and Its Verification" @default.
- W2377921489 hasPublicationYear "2013" @default.
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