Nonlinear lateral vibrations and two-to-one resonant responses of a single pile with soil-structure interaction
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DOI: 10.1007/s11012-017-0681-6
Abstract: Nonlinear responses of a single pile with soil-structure interaction under primary resonance and two-to-one internal resonance are investigated. Considering the effect of soil-structure interaction and geometric nonlinearity, the Hamilton principle is applied to derive the… read more here.
Keywords: structure interaction; responses single; soil structure;