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

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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Bibliographic Details
Main Authors: Emrah Erduran, Christian Nordli, Semih Gonen
Format: Article
Language:English
Published: MDPI AG 2022-11-01
Series:Applied Sciences
Subjects:
railway bridges
vehicle–bridge interaction
elastomeric bearing
boundary condition
acceleration response
Online Access:https://www.mdpi.com/2076-3417/12/23/11952

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