Effect of Elastomeric Bearing Stiffness on the Dynamic Response of Railway Bridges Considering Vehicle–Bridge Interaction

This article presents a numerical study that aims to explore the impacts of the stiffness of elastomeric bearings on the dynamic behavior of railway bridges under train-induced vibrations. For this purpose, a finite element code that considers vehicle–bridge interaction using a coupled approach was...

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Detalles Bibliográficos

Principais autores:	Emrah Erduran, Christian Nordli, Semih Gonen
Formato:	Artigo
Idioma:	Inglês
Publicado:	MDPI AG 2022-11-01
Series:	Applied Sciences
Assuntos:	railway bridges vehicle–bridge interaction elastomeric bearing boundary condition acceleration response
Acceso en liña:	https://www.mdpi.com/2076-3417/12/23/11952
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