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Comments on Vibration of simply supported beams under a single moving load: A detailed study of cancellation phenomenon by C.P. Sudheesh Kumar, C.Sujatha, K.Shankar [Int.J.Mech.Sci.99(2015) 40 47,doi:10.1016/j.ijmecsci.2015.05.001]

Museros Romero, Pedro; Moliner, E. (Elsevier, 2017)
Dynamic performance of existing double track railway bridges at resonance with the increase of the operational line speed

Moliner, E.; Martínez-Rodrigo, M.D.; Museros Romero, Pedro (Elsevier, 2017)

[EN] This article addresses the dynamic behaviour of double track simply supported bridges of short to medium span lengths (10 m < L< 25 m) belonging to conventional railway lines. These structures are susceptible to ...
Free vibrations of simply-supported beam bridges under moving loads: Maximum resonance, cancellation and resonant vertical acceleration

Museros Romero, Pedro; Moliner, E; Martinez-Rodrigo, MD (Elsevier, 2013)

The advent of high-speed railways has raised many concerns regarding the behaviour of bridges. Particularly, the analysis of the free vibrations generated by each load is of great interest because they can possibly accumulate ...

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