A novel approach to the dynamic response analysis of Euler-Bernoulli beams resting on a Winkler soil model and subjected to impact loads

Author:

Foriero Adolfo,de Magistris Filippo Santucci,Fabbrocino Giovanni

Publisher

Springer Science and Business Media LLC

Reference31 articles.

1. Abohadima S and Taha MH (2009), “Dynamic Analysis of Nonuniform Beams on Elastic Foundations,” The Open Applied Mathematics Journal, 3: 40–44.

2. Amiri SN and Onyango M (2010), “Simply Supported Beam Response on Elastic Foundation Carrying Repeated Rolling Concentrated Load,” Journal of Engineering Science and Technology, 5(1): 52–66.

3. Achenback JD and Sun C (1965), “Dynamic Response of Beam on Viscoelastic Subgrade,” Journal of Engineering Mechanics (ASCE), 91: 61–76.

4. Master Thesis;R Cimo,2007

5. De Rosa MA (1995), “Free Vibration of Timoshenko Beams on Two Parameter Elastic Foundation,” Computer and Structures, 57(1): 151–156.

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