Softened truss model for reinforced NSC and HSC beams under torsion: A comparative study-Reference-Cited by-同舟云学术

Softened truss model for reinforced NSC and HSC beams under torsion: A comparative study

Published:2012-09 Issue: Volume:42 Page:278-296
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Bernardo L.F.A.,Andrade J.M.A.,Lopes S.M.R.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference49 articles.

1. CEB-FIP MODEL CODE 1990. Comité Euro-International du Béton, Suisse; 1990.

2. NP EN 1992-1-1. Eurocode 2: design of concrete structures – part 1: general rules and rules for buildings; March 2010.

3. ACI Committee 318. Building code requirements for reinforced concrete (ACI 318-05) and commentary (ACI 318R-05). American Concrete Institute, Detroit, MI; 2005.

4. Rausch E. Berechnung des Eisenbetons gegen Verdrehung (design of reinforced concrete in torsion). Ph.D. thesis, Berlin; 1929. 53 pp. [in German].

5. Experiments with concrete in torsion;Andersen;Trans ASCE,1935

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