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Shock and Vibration
Volume 2016, Article ID 6274985, 16 pages
Research Article

Investigation of Influence Factors of Wind-Induced Buffeting Response of a Six-Tower Cable-Stayed Bridge

1Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast University, Nanjing 210096, China
2Architectural Engineering Institute, Nanjing Institute of Technology, Nanjing 211167, China

Received 1 February 2015; Revised 7 June 2015; Accepted 15 September 2015

Academic Editor: Gyuhae Park

Copyright © 2016 Zhi-Qiang Zhang 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 [2 citations]

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

  • Nazim Abdul Nariman, “Aerodynamic stability parameters optimization and global sensitivity analysis for a cable stayed Bridge,” KSCE Journal of Civil Engineering, vol. 21, no. 5, pp. 1866–1881, 2017. View at Publisher · View at Google Scholar
  • Yan Yu, Tao Liu, Qilin Zhang, and Bin Yang, “Wind-Induced Response of an L-Shaped Cable Support Glass Curtain Wall,” Shock and Vibration, vol. 2017, pp. 1–16, 2017. View at Publisher · View at Google Scholar