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Surface waves from flexural and compressional resonances of beams

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Academic year: 2021

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Figure

FIG. 1: Soil substrate supporting an array of beams with flexural and compressional resonances
FIG. 2: Dispersion of the hybridized Rayleigh wave for 3D beams – dimensionless velocity c/c T versus Ω = ω/ω 0 (blue lines)
FIG. 5: Ellipticity χ of the hybridized Rayleigh waves versus Ω for beams (upper panel) and for plates – Blue lines show χ from (10), dashed red lines neglecting the flexion (f F = 0 in (10))

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