Response of Periodic Railway Bridges Accounting for Dynamic Soil-Structure Interaction
Predicting the dynamic response of long multi-span railway bridges with 3D element-based models is a computationally challenging task, especially if dynamic soil-structure interaction (SSI) is to be accounted for. In this paper, the wave finite element method (WFEM) is used to exploit periodicity. The methodology fully accounts for wave propagation in the superstructure as well as through-soil coupling between neighboring foundations. A simplified case study of an infinitely long viaduct founded on piled foundations is presented. The influence of the soil stiffness and span length on the response is investigated.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/9783030702885
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Supplemental Notes:
- © Springer Nature Switzerland AG 2021.
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Corporate Authors:
Springer Cham
Gewerbestrasse 11
Cham, Germany -
Authors:
- Reumers, Pieter
- Kuo, Kirsty
- Lombaert, Geert
- Degrande, Geert
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Conference:
- 13th International Workshop on Railway Noise
- Location: Ghent , Belgium
- Date: 2019-9-16 to 2019-9-20
- Publication Date: 2021-4
Language
- English
Media Info
- Media Type: Web
- Edition: 1st Edition
- Features: References;
- Pagination: pp 512-520
- Monograph Title: Noise and Vibration Mitigation for Rail Transportation Systems: Proceedings of the 13th International Workshop on Railway Noise, 16-20 September 2019, Ghent, Belgium
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Serial:
- Notes on Numerical Fluid Mechanics and Multidisciplinary Design
- Volume: 150
- Publisher: Springer-Verlag
- ISSN: 1612-2909
- Serial URL: http://www.springer.com/series/4629
Subject/Index Terms
- TRT Terms: Finite element method; Long span bridges; Pile foundations; Railroad bridges; Soil structure interaction; Train track dynamics
- Subject Areas: Bridges and other structures; Geotechnology; Railroads; Vehicles and Equipment;
Filing Info
- Accession Number: 01875189
- Record Type: Publication
- ISBN: 9783030702885
- Files: TRIS
- Created Date: Mar 1 2023 10:09AM