Vibrations and transient responses of Timoshenko beams resting on elastic foundations

DOI10.1007/BF00541382zbMath0604.73062OpenAlexW151817881MaRDI QIDQ3741202

No author found.

Publication date: 1987

Published in: Ingenieur-Archiv (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf00541382

zbMATH Keywords

rotatory inertiashear deformationnatural frequenciesequations of motionHamilton's principleelastic foundationsTimoshenko beamstransient responseshinged-hinged beamfoundation constants

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)

Related Items (3)

Contrasting three alternative versions of Timoshenko‐Ehrenfest theory for beam on Winkler elastic foundation – simply supported beam ⋮ FREE VIBRATION ANALYSIS OF CROSS-PLY LAYERED COMPOSITE BEAMS WITH FINITE LENGTH ON ELASTIC FOUNDATION ⋮ Three alternative versions of the theory for a Timoshenko–Ehrenfest beam on a Winkler–Pasternak foundation

Cites Work

• Steady-state response of a finite beam on a Pasternak-type foundation
• Natural frequencies of Timoshenko beams on pasternak foundations
• Elastic and Viscoelastic Foundation Models
• Consistent matrix formulations for structural analysis using finite-element techniques.

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