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Advances in Civil Engineering
Volume 2013 (2013), Article ID 426932, 11 pages
http://dx.doi.org/10.1155/2013/426932
Research Article

Sensitivity Analysis of the Influence of Structural Parameters on Dynamic Behaviour of Highly Redundant Cable-Stayed Bridges

1Department of Civil & Structural Engineering, Faculty of Engineering & Built Environment, National University of Malaysia (UKM), 43600 Bangi, Selangor, Malaysia
2Department of Civil & Structural Engineering, Faculty of Engineering & Built Environment, UTM University of Malaysia, 81310 Skudai, Johor, Malaysia

Received 14 February 2013; Accepted 10 April 2013

Academic Editor: John Mander

Copyright © 2013 B. Asgari 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.

How to Cite this Article

B. Asgari, S. A. Osman, and A. Adnan, “Sensitivity Analysis of the Influence of Structural Parameters on Dynamic Behaviour of Highly Redundant Cable-Stayed Bridges,” Advances in Civil Engineering, vol. 2013, Article ID 426932, 11 pages, 2013. doi:10.1155/2013/426932