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Shock and Vibration
Volume 2014, Article ID 985602, 17 pages
Research Article

The Seismic Response of High-Speed Railway Bridges Subjected to Near-Fault Forward Directivity Ground Motions Using a Vehicle-Track-Bridge Element

1College of Civil Science and Engineering, Yangzhou University, Yangzhou 225127, China
2National Engineering Laboratory for High-Speed Railway Construction, Central South University, Changsha 410075, China
3School of Civil Engineering, Central South University, Changsha 410075, China
4Department of Civil and Engineering, University of Auckland, Auckland 1142, New Zealand

Received 15 July 2013; Accepted 1 November 2013; Published 27 February 2014

Academic Editor: Vadim V. Silberschmidt

Copyright © 2014 Chen Ling-kun et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Citations to this Article [5 citations]

The following is the list of published articles that have cited the current article.

  • Zhi-Ping Zeng, Yan-Gang Zhao, Wen-Tao Xu, Zhi-Wu Yu, Ling-Kun Chen, and Ping Lou, “Random vibration analysis of train-bridge under track irregularities and traveling seismic waves using train-slab track-bridge interaction model,” Journal of Sound and Vibration, vol. 342, pp. 22–43, 2015. View at Publisher · View at Google Scholar
  • Zhiping Zeng, Kunteng Zhu, Xianfeng He, Wentao Xu, Lingkun Chen, and Ping Lou, “Random Vibration Analysis of Train Moving over Slab Track on Bridge under Track Irregularities and Earthquakes by Pseudoexcitation Method,” Discrete Dynamics in Nature and Society, vol. 2015, pp. 1–22, 2015. View at Publisher · View at Google Scholar
  • Ahmet Can Altunişik, Alemdar Bayraktar, Barış Sevim, and Sez Atamturktur, “Ambient vibration testing and seismic behavior of historical arch bridges under near and far fault ground motions,” Bulletin of Earthquake Engineering, vol. 14, no. 1, pp. 241–259, 2016. View at Publisher · View at Google Scholar
  • Biao Wei, Tianhan Yang, Lizhong Jiang, and Xuhui He, “Effects of friction-based fixed bearings on the seismic vulnerability of a high-speed railway continuous bridge,” Advances in Structural Engineering, pp. 136943321772689, 2017. View at Publisher · View at Google Scholar
  • M. Ramalakshmi, and G. R. Dodagoudar, “Passive Force–Displacement Behaviour of GRS Bridge Abutments,” International Journal of Geosynthetics and Ground Engineering, vol. 4, no. 4, 2018. View at Publisher · View at Google Scholar