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Advances in Civil Engineering
Volume 2012, Article ID 267584, 10 pages
Research Article

Pounding Effects in Simply Supported Bridges Accounting for Spatial Variability of Ground Motion: A Case Study

Department of Structural and Transportation Engineering, University of Padova, Via Marzolo 9, 35131 Padova, Italy

Received 2 January 2012; Accepted 24 March 2012

Academic Editor: Sami W. Tabsh

Copyright © 2012 G. Tecchio 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 [4 citations]

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

  • Bo Li, and Nawawi Chouw, “Experimental investigation of inelastic bridge response under spatially varying excitations with pounding,” Engineering Structures, vol. 79, pp. 106–116, 2014. View at Publisher · View at Google Scholar
  • Robert Jankowski, “Pounding between Superstructure Segments in Multi-Supported Elevated Bridge with Three-Span Continuous Deck under 3D Non-Uniform Earthquake Excitation,” Journal of Earthquake and Tsunami, vol. 9, no. 4, 2015. View at Publisher · View at Google Scholar
  • Jianye Shi, Franz Bamer, and Bernd Markert, “A Structural Pounding Formulation Using Systematic Modal Truncation,” Shock and Vibration, vol. 2018, pp. 1–15, 2018. View at Publisher · View at Google Scholar
  • Ecem Özşahin, and Gökhan Pekcan, “Effect of torsional ground motion on the seismic response of highway bridges,” Bulletin of Earthquake Engineering, 2019. View at Publisher · View at Google Scholar