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Dynamic Amplification Factor of Plate Girder Bridge

  • 2025
  • OriginalPaper
  • Chapter
Published in:
Authors
Yaash Rajani
Avin Reji
Rohith Renil
K. Rajesh
Anjaly J. Pillai
Published in
Proceedings of the 3rd International Conference on Advances in Concrete, Structural, and Geotechnical Engineering—Volume 2
Publisher
Springer Nature Singapore

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Abstract

Dynamic Amplification Factor (DAF) is a key factor used for the design of highway bridges. Considering its importance in the design phase, this paper aims to understand the effect of different vehicle and bridge parameters on a plate girder bridge with simply supported and continuous supports. The analysis of the bridge is done using CSI bridge software. Validation has been done for simply supported plate girder bridge by comparing the DAF using Influence Line Diagram and using the software. Various factors which affect DAF have been discussed which include the vehicle velocity, axle weight of the vehicle and bridge span. It was observed that DAF is dependent on vehicle velocity and bridge span and is not affected by change in axle weight. Further, DAF obtained has been compared with the codal provisions of different countries such as IRC 6 (2017), BSI (2006) and AASHTO (2017).

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Title
Dynamic Amplification Factor of Plate Girder Bridge
Authors
Yaash Rajani
Avin Reji
Rohith Renil
K. Rajesh
Anjaly J. Pillai
Copyright Year
2025
Publisher
Springer Nature Singapore
Book
Proceedings of the 3rd International Conference on Advances in Concrete, Structural, and Geotechnical Engineering—Volume 2

Print ISBN: 978-981-9607-50-1

Electronic ISBN: 978-981-9607-51-8

Copyright Year: 2025

DOI
https://doi.org/10.1007/978-981-96-0751-8_5
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