An explicit representation of steady state response of a beam on an elastic foundation to moving harmonic line loads

DOI10.1002/NAG.263zbMath1027.74030OpenAlexW2054709148MaRDI QIDQ4805704

Lu Sun

Publication date: 8 May 2003

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.263

zbMATH Keywords

beamFourier transformcontour integralresidue theoremviscoelastic foundationcomplex functionmoving harmonic load

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45)

Related Items (6)

Analytical solution for longitudinal dynamic responses of long tunnels under arbitrary excitations ⋮ Analytical solution for vibrations of a modified Timoshenko beam on visco-Pasternak foundation under arbitrary excitations ⋮ Closed-form solution considering the tangential effect under harmonic line load for an infinite Euler-Bernoulli beam on elastic foundation ⋮ Analytical solution for a finite Euler-Bernoulli beam with single discontinuity in section under arbitrary dynamic loads ⋮ Analytical solution considering the tangential effect for an infinite beam on a viscoelastic Pasternak foundation ⋮ Flexural waves in nonlocal strain gradient high-order shear beam mounted on fractional-order viscoelastic Pasternak foundation

Cites Work

• Steady Solutions for Moving Loads on Elastic Beams With One-Sided Constraints
• A Steadily Moving Load on an Elastic Beam Resting on a Tensionless Winkler Foundation
• The Finite Beam With a Moving Load
• The Timoshenko Beam With a Moving Load

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