作者: Claude Boutin , Jean Soubestre , Logan Schwan , Matt Dietz
DOI: 10.2478/S11600-014-0230-9
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摘要: This paper presents two cases of multi-scale modeling in the context dynamic structure soil-structure interaction. The first case concerns behaviour reinforced soils. It is shown that such system may involve both shear and bending effect at leading order, which corresponds to a second gradient material. addresses seismic response soils presence densely urbanized city. appears resonance whole buildings interaction actually modify response. In theoretical approach completed by validation through analogous samples tested on shaking table.