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Shock and Vibration
Volume 19, Issue 5, Pages 1051-1059

The Evolving Dynamic Response of a Four Storey Reinforced Concrete Structure during Construction

A. Devin and P.J. Fanning

School of Architecture, Landscape and Civil Engineering, University College Dublin, Belfield, Dublin, Ireland

Received 25 April 2012; Accepted 25 April 2012

Copyright © 2012 Hindawi Publishing Corporation. 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.

  • A. Devin, P. J. Fanning, and A. Pavic, “Nonstructural Partitions and Floor Vibration Serviceability,” Journal of Architectural Engineering, pp. 04015008, 2015. View at Publisher · View at Google Scholar
  • Byung Kwan Oh, Se Woon Choi, and Hyo Seon Park, “Damage Detection Technique for Cold-Formed Steel Beam Structure Based on NSGA-II,” Shock and Vibration, vol. 2015, pp. 1–6, 2015. View at Publisher · View at Google Scholar
  • Fanning, and Devin, “Vibration transmission through non-structural partitions between building floor levels,” Conference Proceedings of the Society for Experimental Mechanics Series, vol. 2, pp. 297–302, 2016. View at Publisher · View at Google Scholar
  • Tong Guo, Zhiliang Cao, Zhiqiang Zhang, and Aiqun Li, “Frequency domain-based analysis of floor vibrations using the dynamic stiffness matrix method,” Journal of Vibration and Control, pp. 107754631879593, 2018. View at Publisher · View at Google Scholar