Dynamic stiffness of infinite Timoshenko beam on viscoelastic foundation in moving co-ordinate

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1097-0207(20000510)48:1<1::AID-NME858>3.0.CO;2-G" /><1::AID-NME858>3.0.CO;2-G 10.1002/(SICI)1097-0207(20000510)48:1<1::AID-NME858>3.0.CO;2-GzbMath0980.74027OpenAlexW1991294749MaRDI QIDQ4493822

Yen-Hui Huang, Yung-Hsiang Chen

Publication date: 22 November 2000

Full work available at URL: https://doi.org/10.1002/(sici)1097-0207(20000510)48:1<1::aid-nme858>3.0.co;2-g

zbMATH Keywords

moving coordinate systemviscoelastic foundationdynamic stiffness matrixinfinite Timoshenko beamEuropean railway

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45) Finite element methods applied to problems in solid mechanics (74S05)

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A differential quadrature procedure for linear and nonlinear steady state vibrations of infinite beams traversed by a moving point load ⋮ Vibration analysis of a beam on a layered transversely isotropic unsaturated subgrade subjected to a moving load ⋮ Structure carrying moving subsystems with distributed viscoelastic coupling. I: Modeling and dynamics response

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