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- W2352862037 abstract "Dynamic constitutive relationship and the extended Masing's rules given in ref.[1] are applied to account for nonlinear hysteretic property of soil material under seismic or cyclic loadings. Incremental method and the general solution to linear seismic response of layered foundations with power function shear modulus are combined to develop a semi-analytic calculating technique for dynamic nonlinear problem of layered soils. Afterwards, a nonlinear analysis procedure is presented and numerically implemented for evaluating seismic response of the sorts of foundations. Based on numerical example for the problem given in ref.[2], analysis and discussion are performed." @default.
- W2352862037 created "2016-06-24" @default.
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- W2352862037 date "2005-01-01" @default.
- W2352862037 modified "2023-09-28" @default.
- W2352862037 title "A semi-analytic method for nonlinear seismic response of layered foundations with power function shear modulus" @default.
- W2352862037 hasPublicationYear "2005" @default.
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