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

This paper proposes an analysis procedure able to determine the flexural response of rectangular symmetrically reinforced concrete sections subjected to axial load and uniaxial bending. With respect to the usual numerical approaches, based on the fibre decomposition method, this procedure is based o...

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Bibliographic Details
Main Authors: Piero Colajanni, Marinella Fossetti, Maurizio Papia
Format: Article
Language:English
Published: Wiley 2013-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2013/275657
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