Dynamic Response of Timoshenko Beam Resting on Nonlinear Pasternak Foundation Carrying Sprung Masses

Author:

Nassef Ahmad Salah Edeen,Nassar M. M.,EL-Refaee Mohamed M.

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials,Computational Mechanics

Reference13 articles.

1. Chen L-Q (2010) Nonlinear dynamics. INTECH, Croatia, p 366. ISBN 978-953-7619-61-9

2. Ding H, Shi K-L, Chen L-Q, Yang S-P (2013) Dynamic response of an infinite Timoshenko beam on a nonlinear viscoelastic foundation to a moving load. Nonlinear Dyn 73:285–298. https://doi.org/10.1007/s11071-013-0784-0

3. Hsu M-H (2006) Vibration characteristics of rectangular plates resting on elastic foundations and carrying any number of sprung masses. Int J Appl Sci Eng 4(1):83–89

4. Hsu M-H (2007) Nonlinear deflection analysis of electrostatic micro-actuators with different electrode and beam shapes. Iran J Electr Comput Eng 6(1):73–79

5. Muscolino G, Palmeri A (2007) Response of beams resting on viscoelastically damped foundation to moving oscillators. Int J Solids Struct 44:1317–1336

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