Structural Engineering and Mechanics

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Dynamic response of a beam supported with damper under moving load

  • Reis, Murat (Uludag University, Engineering Faculty, Mechanical Engineering Department) ;
  • Pala, Yasar (Uludag University, Engineering Faculty, Mechanical Engineering Department)
  • Received : 2007.09.27
  • Accepted : 2007.10.13
  • Published : 2009.03.10
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Abstract

Keywords

References

  1. Esmailzadeh, E. and Ghorashi, M. (1995), Journal of Sound and Vibration Analysis of a Beam Traversed byUniform Partially Distributed Moving Masses 184-1, 9-17 https://doi.org/10.1006/jsvi.1995.0301
  2. Gürgöze, M. and Mermertas, V. (1998), Journal of Sound and Vibration, On the Eigenvalues of a Viscously Damped Cantilever Carrying a Tip Mass 216-2, 309-314 https://doi.org/10.1006/jsvi.1997.1628
  3. Pala, Y. (2006), Modern Applied Differential Equations (In Turkish), ISBN: 975-591-936-8, Bursa-Turkey, 533-536
  4. Stanisic, M.M. and Hardin, J.C. (1969), Journal of the Franklin Institute, On Response of Beams to an Arbitrary Number of Moving Masses, 287, 115-123 https://doi.org/10.1016/0016-0032(69)90120-3
  5. Timoshenko, S. (1927), Transactions of the American Society of Mechanical Engineers, Vibration of Bridges,53-61

Cited by

  1. Beam structural system moving forces active vibration control using a combined innovative control approach vol.12, pp.2, 2013, https://doi.org/10.12989/sss.2013.12.2.121