Constrained Green’s Function for a Beam with Arbitrary Spring and Nonlinear Spring Foundation
Author:
Publisher
Springer Nature Switzerland
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-50635-2_30
Reference21 articles.
1. Stojanović, V., Kozić, P., Janevski, G.: Exact closed-form solutions for the natural frequencies and stability of elastically connected multiple beam system using Timoshenko and high-order shear deformation theory. J. Sound Vib. 332, 563–576 (2013)
2. Piccardo, G., Tubino, F.: Dynamic response of Euler–Bernoulli beams to resonant harmonic moving loads. Struct. Eng. Mech. 44, 681–704 (2012)
3. Hryniewicz, Z.: Dynamics of Rayleigh beam on nonlinear foundation due to moving load using Adomian decomposition and coiflet expansion. Soil Dyn. Earthq. Eng. 31, 1123–1131 (2011)
4. Chen, W.R.: Closed-form solutions on bending of cantilever twisted Timoshenko beams under various bending loads. Struct. Eng. Mech. 35, 261–264 (2010)
5. Thomson, W.T.: Theory of Vibration with Applications. Prentice Hall, Englewood Cliffs (1993)
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