Theoretical analysis of non-linear dynamic response of a bridge pier under two-phase flow excitation
Author:
Publisher
Springer Science and Business Media LLC
Subject
Mechanical Engineering,Mechanics of Materials
Link
https://link.springer.com/content/pdf/10.1007/s12206-023-1009-1.pdf
Reference36 articles.
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3. Luongo and D. Zulli, Parametric, external and self-excitation of a tower under turbulent wind flow, J. Sound and Vib., 330 (13) (2011) 3057–3069.
4. T. Rabczuk, E. Samaniego and T. Belytschko, Simplified model for predicting impulsive loads on submerged structures to account for fluid-structure interaction, Int. J. Impact Eng., 34 (2007) 163–177.
5. L. M. Anague Tabejieu, B. R. Nana Nbendjo and G. Filatrella, Vibrations of an elastic beam subjected by two kinds of moving loads and positioned on a foundation having fractional order viscoelastic physical properties, Advances in Dyn. Sys. Theory, Models, Algorithms and Applications, IntechOpen (2021).
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