Advances in Civil Engineering
Volume 2014 (2014), Article ID 840902, 10 pages
http://dx.doi.org/10.1155/2014/840902
Increasing the Capacity of Existing Bridges by Using Unbonded Prestressing Technology: A Case Study
1Dipartimento di Ingegneria Civile, Informatica, Edile, Ambientale e Matematica Applicata, Università di Messina, Contrada di Dio, Villaggio S. Agata, 98166 Messina, Italy
2Dipartimento di Ingegneria Civile, Ambientale, Aerospaziale e dei Materiali (DICAM), Università di Palermo, Viale delle Scienze, 90128 Palermo, Italy
3R&S Engineering S. R. L., Via S. Francesco di Paola 264, Barcellona P.G., 98051 Messina, Italy
Received 6 February 2014; Revised 20 June 2014; Accepted 29 June 2014; Published 23 July 2014
Academic Editor: Andreas Kappos
Copyright © 2014 Antonino Recupero 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
Antonino Recupero, Nino Spinella, Piero Colajanni, and Cosimo D. Scilipoti, “Increasing the Capacity of Existing Bridges by Using Unbonded Prestressing Technology: A Case Study,” Advances in Civil Engineering, vol. 2014, Article ID 840902, 10 pages, 2014. doi:10.1155/2014/840902