A differential quadrature procedure for linear and nonlinear steady state vibrations of infinite beams traversed by a moving point load-Reference-Cited by-同舟云学术

A differential quadrature procedure for linear and nonlinear steady state vibrations of infinite beams traversed by a moving point load

Published:2016-01-21 Issue:10 Volume:51 Page:2417-2434
ISSN:0025-6455
Container-title:Meccanica
language:en
Short-container-title:Meccanica

Author:

Eftekhari S. A.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials,Condensed Matter Physics

Link

http://link.springer.com/content/pdf/10.1007/s11012-016-0373-7.pdf

Reference44 articles.

1. Fryba L (1999) Vibration of solids and structures under moving loads, 3rd edn. Thomas Telford Ltd, London

2. Timoshenko S (1926) Method of analysis of statical and dynamical stresses in rail. In: Proceedings of the second international conference for applied mechanics, Zurich, Switzerland, pp 407–418

3. Kenney JT (1954) Steady-state vibrations of beam on elastic foundation for moving load. ASME J Appl Mech 21:359–364

4. Duffy DG (1990) The response of an infinite railroad track to a moving, vibrating mass. ASME J Appl Mech 57:66–73

5. Mackertich S (1997) The response of an elastically supported infinite Timoshenko beam to a moving vibrating mass. J Acoust Soc Amer 101:337–340

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