Dynamic response of a simply supported viscously damped double-beam system under the moving oscillator

Author:

Wu Yongxin,Gao Yufeng

Funder

National Key Basic Research Program of China

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Acoustics and Ultrasonics,Condensed Matter Physics

Reference38 articles.

1. A closed-form solution of a Bernoulli-Euler beam on a viscoelastic foundation under harmonic line loads;Sun;Journal of Sound and Vibration,2001

2. A new semi-analytical method for the non-linear static analysis of an infinite beam on a non-linear elastic foundation: a general approach to a variable beam cross-section;Jang;International Journal of Non-liner Mechanics,2012

3. Analytical solutions for Euler-Bernoulli beam on visco-elastic foundation subjected to moving load;Basu;International Journal for Numerical and Analytical Methods in Geomechanics,2013

4. Analytical solution for an infinite euler-bernoulli beam on a viscoelastic foundation subjected to arbitrary dynamics loads;Yu;Journal of Engineering Mechanics,2014

5. Steady-state vibrations of beam on elastic foundation for moving load;Kenney;Journal of Applied Mechanics,1954

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