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Investigating the effect of the middle soft layer on the equivalent-linear and non-linear dynamic site responses
Published 2024-06-01“…In this paper, the effect of the middle soft soil layer on the seismic response of a multi-layered site is investigated with the help of one-dimensional equivalent-linear and non-linear analysis methods. The constitutive model used for the multi-layer soil site is the viscoelastic model. …”
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