Prueba carlos
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Prueba carlos

Prueba etx…

Over the years, a variety of the design code expressions for non-slender beams (a/d < 2.4) have been proposed and calibrated by using different data sets. In order to unify research efforts that are taking place in Europe and USA, this research aims at combining a variety of different databases for evaluating the performance of American and European provisions for such beams.



Todisco, L; Bayrak, O; Reineck, K -H

ACI-DAfStb database for tests on deep beams and comparisons with code provisions Journal Article

Structural Concrete, 19 (1), 2018, ISSN: 17517648.

Abstract | Links | BibTeX


Todisco, Leonardo; Reineck, Karl-Heinz; Bayrak, Oguzhan

European design rules for point loads near supports evaluated with data from shear tests on non-slender beams with vertical stirrups Journal Article

Structural Concrete, 17 (2), pp. 135–144, 2016, ISSN: 14644177.

Links | BibTeX


Todisco, Leonardo; Reineck, Karl-Heinz; Bayrak, Oguzhan

Database with Shear Tests on Non-slender Reinforced Concrete Beams with Vertical Stirrups Journal Article

ACI Structural Journal, 112 (6), pp. 761–770, 2015, ISSN: 0889-3241.

Abstract | Links | BibTeX


Reineck, K -H; Todisco, L

Database of shear tests for non-slender reinforced concrete beams without stirrups Journal Article

ACI Structural Journal, 111 (6), pp. 1363–1371, 2014, ISSN: 08893241.

Abstract | BibTeX