On the dynamic behaviour of slender beams with elastic ends carrying a concentrated mass

DOI10.1016/0045-7949(95)00199-9zbMath0900.73370OpenAlexW2003875678WikidataQ127629839 ScholiaQ127629839MaRDI QIDQ4379109

M. J. Maurizi, Claudio Franciosi, Maria A. De Rosa

Publication date: 1 November 1998

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7949(95)00199-9

Mathematics Subject Classification ID

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

Related Items (9)

Free vibration analysis of a rigid bar supported by arbitrary elastic beams ⋮ Free response of a continuous vibrational system with attachments and/or discontinuities using segmented operational Tau method ⋮ Element for beam dynamic analysis based on analytical deflection trial function ⋮ Free vibration of elastically restrained cantilever tapered beams with concentrated viscous damping and mass ⋮ Elastically restrained Bernoulli-Euler beams applied to rotary machinery modelling ⋮ Use of the elastic-and-rigid-combined beam element for dynamic analysis of a two-dimensional frame with arbitrarily distributed rigid beam segments ⋮ Exact Solution of the Oscillatory Behavior Under Axial Force of a Beam with a Concentrated Mass Within its Interval ⋮ Solution of free vibration equation of elastically supported Timoshenko columns with a tip mass by differential transform method ⋮ A hybrid procedure to identify the optimal stiffness coefficients of elastically restrained beams

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