Steady-State Vibrations of a Beam on a Pasternak Foundation for Moving Loads
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Publication:3893455
DOI10.1115/1.3153807zbMath0447.73054OpenAlexW2066597729MaRDI QIDQ3893455
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Publication date: 1980
Published in: Journal of Applied Mechanics (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1115/1.3153807
steady-state solutionsmoving loadsPasternak foundationinfinite beamconstant velocityuniformly distributedexponential Fourier transformequations of motion based on two-dimensional elastic theory
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45)
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An approach for modeling long flexible bodies with application to railroad dynamics ⋮ Eine Anwendung des Übertragungsverfahrens auf die Berechnung der dynamischen Beanspruchung von Plattenketten durch Wanderlasten ⋮ Closed-form solution considering the tangential effect under harmonic line load for an infinite Euler-Bernoulli beam on elastic foundation ⋮ Analytical solution considering the tangential effect for an infinite beam on a viscoelastic Pasternak foundation
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