Dynamic response analysis of Euler–Bernoulli beam on spatially random transversely isotropic viscoelastic soil
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DOI: 10.1177/14644207211067442
Abstract: A novel dynamic soil-structure interaction model is developed for analysis for Euler–Bernoulli beam rests on a spatially random transversely isotropic viscoelastic foundation subjected to moving and oscillating loads. The dynamic equilibrium equation of beam-soil system… read more here.
Keywords: random transversely; beam; spatially random; transversely isotropic ... See more keywords