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Advances in Civil Engineering
Volume 2013, Article ID 275657, 13 pages
Research Article

An Analytical Step-by-Step Procedure to Derive the Flexural Response of RC Sections in Compression

1Dipartimento di Ingegneria Civile, Università di Messina, Contrada Di Dio, 98166 Messina, Italy
2Facoltà di Ingegneria, Architettura e Scienze Motorie, Università Kore di Enna, Cittadella Universitaria, 94100 Enna, Italy
3Dipartimento di Ingegneria Civile, Ambientale, Aerospaziale, dei Materiali, Università di Palermo, Viale delle Scienze, 90128 Palermo, Italy

Received 6 March 2013; Revised 5 August 2013; Accepted 8 August 2013

Academic Editor: Andreas Kappos

Copyright © 2013 Piero Colajanni 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.

  • Mehmet Palanci, “Flexural Response Prediction of Reinforced Concrete Members Based on Statistical Observations,” Arabian Journal for Science and Engineering, vol. 42, no. 9, pp. 3689–3709, 2017. View at Publisher · View at Google Scholar
  • Marta Del Zoppo, Gerardo Mario Verderame, Andrea Prota, and Marco Di Ludovico, “Experimental Behavior of Nonconforming RC Columns with Deformed Bars under Constant Axial Load and Fixed Biaxial Bending,” Journal of Structural Engineering (United States), vol. 143, no. 11, 2017. View at Publisher · View at Google Scholar