Solution of free vibration equation of elastically supported Timoshenko columns with a tip mass by differential transform method
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Publication:719182
DOI10.1016/j.advengsoft.2011.06.002zbMath1231.70018OpenAlexW1975407977WikidataQ115362327 ScholiaQ115362327MaRDI QIDQ719182
Publication date: 10 October 2011
Published in: Advances in Engineering Software (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.advengsoft.2011.06.002
natural frequenciespartial differential equationfree vibrationdifferential transformelastic supportTimoshenko column
Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Applications to the sciences (65Z05) PDEs in connection with mechanics of deformable solids (35Q74) Free motions in linear vibration theory (70J30)
Related Items (4)
Contribution to the free vibration problem of a free‐free beam with large end masses ⋮ Lateral-Torsional Buckling of Nonuniformly Loaded Beam Using Differential Transformation Method ⋮ Response analysis of frame supporting structure of slope under harmonic vibration ⋮ Modified differential transformation method for solving nonlinear dynamic problems
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