Dynamic soil-structure interaction of a single-span railway bridge, forced vibration testing and simulation-Reference-Cited by-同舟云学术

Dynamic soil-structure interaction of a single-span railway bridge, forced vibration testing and simulation

Published:2023-03-06 Issue:1 Volume:21 Page:39-48
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Albright Ann¹,Battini Jean-Marc¹^ORCID,Andersson Andreas¹^ORCID

Affiliation:

1. Division of Structural Engineering and Bridges, KTH Royal Institute of Technology, Stockholm, Sweden

Funder

Shift2Rail Joint Undertaking (JU) under the European Union’s Horizon 2020 research and innovation programme

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2023.2184395

Reference15 articles.

1. Elgazzar H. (2017). End-shield bridges for high-speed railway: Full scale dynamic testing and numerical simulations (Licenciate thesis). KTH Structural Engineering and Bridges. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-204774.

2. Fully three-dimensional analysis of high-speed train–track–soil-structure dynamic interaction

3. On the dynamic characterisation of railway bridges through experimental testing

4. Institution & for Standardization. (2002). Eurocode: Basis of structural design. BSI. https://books.google.se/books?id=OtJAAAAACAAJ.

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