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- W221401229 abstract "Computer programs for seismic response analysis have been developed mainly in the field of structural analysis. The analysis of ground might be possible by these computer programs. However, they are not used at present. Significant difference exists in the constitutive model or stress–strain relationships. As soil shows nonlinear behavior at very small strains, a simple model such as a bilinear model is not applicable to soil. We need a computer program that is designed for the seismic ground response analysis, especially to consider stress–strain relationships and to take soil particle–water mixture into account." @default.
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- W221401229 date "2014-10-20" @default.
- W221401229 modified "2023-10-17" @default.
- W221401229 title "Introduction of Seismic Ground Response Analysis" @default.
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- W221401229 doi "https://doi.org/10.1007/978-94-017-9460-2_2" @default.
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