Stability and vibration analysis of axially-loaded shear beam-columns carrying elastically restrained mass
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Publication:1789555
DOI10.1016/J.APM.2013.03.050zbMath1438.74105OpenAlexW2026912576MaRDI QIDQ1789555
Publication date: 10 October 2018
Published in: Applied Mathematical Modelling (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.apm.2013.03.050
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Vibrations in dynamical problems in solid mechanics (74H45) Stability of dynamical problems in solid mechanics (74H55) Bifurcation and buckling (74G60)
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Cites Work
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- A general solution for dynamic response of axially loaded non-uniform Timoshenko beams
- Exact frequency and mode shape formulae for studying vibration and stability of Timoshenko beam system
- Arguments for and against Engesser's buckling formulas
- Some remarks on the problem of column buckling
- Vibrations of elastically restrained non-uniform timoshenko beams
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