A 2.5D time-frequency domain model for railway induced soil-building vibration due to railway defects

Connolly, DP, Galvín, P, Olivier, B et al. (2 more authors) (2019) A 2.5D time-frequency domain model for railway induced soil-building vibration due to railway defects. Soil Dynamics and Earthquake Engineering, 120. pp. 332-344. ISSN 0267-7261

Abstract

Metadata

Authors/Creators:
  • Connolly, DP
  • Galvín, P
  • Olivier, B
  • Romero, A
  • Kouroussis, G
Copyright, Publisher and Additional Information: © 2019 Elsevier Ltd. This is an author produced version of a paper published in Soil Dynamics and Earthquake Engineering. Uploaded in accordance with the publisher's self-archiving policy.
Keywords: Switches-crossings-joints; Railway singular defects; Ground-borne vibration; Building vibration; 2.5D finite element railroad track; Structure-borne rail vibration; Rail vehicle dynamics
Dates:
  • Published: 1 May 2019
  • Accepted: 26 January 2019
  • Published (online): 28 February 2019
Institution: The University of Leeds
Academic Units: The University of Leeds > Faculty of Engineering (Leeds) > School of Civil Engineering (Leeds)
Depositing User: Symplectic Publications
Date Deposited: 21 Mar 2019 11:17
Last Modified: 21 Mar 2019 11:17
Status: Published
Publisher: Elsevier
Identification Number: https://doi.org/10.1016/j.soildyn.2019.01.030

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Embargoed until: 28 February 2020

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Licence: CC-BY-NC-ND 4.0

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