Forced flexural vibrations of a Timoshenko column supported by an elastic half-space

DOI10.1016/0020-7225(84)90127-7zbMath0523.73049OpenAlexW2048021858MaRDI QIDQ1056588

Hiroshi Wada

Publication date: 1984

Published in: International Journal of Engineering Science (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0020-7225(84)90127-7

zbMATH Keywords

numerical resultsTimoshenko theoryplane stress problemcompared with Bernoulli-Euler theoryeffects of column slenderness and foundation stiffness on column response curveselastic column supported by elastic half-spaceforced flexural vibrationsinvestigated analyticallyresonant frequencessubjected to sinusoidally varying force at free end

Mathematics Subject Classification ID

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

Cites Work

• Unnamed Item
• Forced vibrations of a rigid circular plate on a semi-infinite elastic space and on an elastic stratum
• The Effect of Rotatory Inertia and of Shear Deformation on the Frequency and Normal Mode Equations of Uniform Beams With Simple End Conditions
• Bending of a Cantilever Plate Supported From an Elastic Half Space
• The Shear Coefficient in Timoshenko’s Beam Theory
• The field and radiation impedance of mechanical radiators on the free surface of a semi-infinite isotropic solid