Resonance and cancellation phenomena caused by equidistant moving loadings in a periodic structure -- a pile-supported periodic viaduct

DOI10.1016/j.euromechsol.2016.03.010zbMath1406.74312OpenAlexW2328231247MaRDI QIDQ1658233

Xuan Sha, Jia-Bin Wu, Jian-Fei Lu

Publication date: 14 August 2018

Published in: European Journal of Mechanics. A. Solids (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.euromechsol.2016.03.010

zbMATH Keywords

cancellationresonanceperiodic viaductmultiple equidistant moving loadings (MEML)pile-soil-structure interaction

Mathematics Subject Classification ID

Vibrations in dynamical problems in solid mechanics (74H45) Boundary element methods applied to problems in solid mechanics (74S15)

Related Items (3)

Wave cancellation conditions for the double impact of finite duration in an arbitrary structure ⋮ A dynamic model for the response of a periodic viaduct under a moving mass ⋮ A moving load amplitude spectrum for analyzing the resonance and vibration cancellation of simply supported bridges under moving loads

Cites Work

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• Response of periodic structures due to moving loads
• Periodic BEM and FEM-BEM coupling. Application to seismic behaviour of very long structures
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• A wavenumber domain boundary element method model for the simulation of vibration isolation by periodic pile rows
• Dynamic response of a periodic viaduct to a moving loading with consideration of the pile-soil-structure interaction
• ON THE OSCILLATIONS OF INFINITE PERIODIC BEAMS SUBJECTED TO A MOVING CONCENTRATED FORCE

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