Dynamic Stiffness Formulation and Its Application for a Combined Beam and a Two Degree-of-Freedom System
Author:
Affiliation:
1. School of Engineering and Mathematical Sciences, City University, Northampton Square, London EC1V OHB
Abstract
Publisher
ASME International
Subject
General Engineering
Link
http://asmedigitalcollection.asme.org/vibrationacoustics/article-pdf/125/3/351/5827094/351_1.pdf
Reference44 articles.
1. Chen, Y. , 1963, “On the Vibration of Beams or Rods Carrying a Concentrated Mass,” ASME J. Appl. Mech., 30, pp. 310–311.
2. Pan, H. H. , 1965, “Transverse Vibration of an Euler Beam Carrying a System of Heavy Bodies,” ASME J. Appl. Mech., 32, pp. 434–437.
3. Laura, P. A. A., Pombo, J. L., and Susemihl, E. A., 1974, “A Note on the Vibration of a Clamped-Free Beam with a Mass at the Free End,” J. Sound Vib., 37, pp. 161–168.
4. Parnell, L. A., and Cobble, M. H., 1976, “Lateral Displacements of a Vibrating Cantilever Beam with a Concentrated Mass,” J. Sound Vib., 44, pp. 499–511.
5. Gurgoze, M. , 1984, “A Note on the Vibrations of Restrained Beams and Rods with Point Masses,” J. Sound Vib., 96, pp. 461–468.
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