Minimum steel ratios in reinforced concrete beams made of concrete with different strengths—Theoretical approach-Reference-Cited by-同舟云学术

Minimum steel ratios in reinforced concrete beams made of concrete with different strengths—Theoretical approach

Published:2002-01-02 Issue:1 Volume:36 Page:3-11
ISSN:1359-5997
Container-title:Materials and Structures
language:en
Short-container-title:Mat. Struct.

Author:

Shehata I. A. E. M.,Shehata L. C. D.,Garcia S. L. G.

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/article/10.1007/BF02481565/fulltext.html

Reference15 articles.

1. American Concrete Institute, Building code requirements for reinforced concrete and commentary—ACI 318-99/ACI 318R-99), Detroit, USA, 1999.

2. Brazilian Association of Technical Standards, ‘Code for the projects and the execution of Concrete Structures’, in Portuguese, NBR-6118. Rio de Janeiro, Brazil, 1980.

3. Brazilian Association of Technical Standards, ‘Code for the projects and the execution of concrete structures’, in Portuguese, new revision of NBR-6118. Rio de Janeiro, Brazil, 2001.

4. Bosco, C., Carpinteri, A. and Debernardi, P. G., ‘Minimum reinforcement in high-strength concrete’,Journal of Structural Engineering 116 (2) (1990) 427–437.

5. Bosco, C., Carpinteri, A. and Debernardi, P. G., ‘Use of the brittleness number as a rational approach to minimum reinforcement design’, in ‘Analysis of concrete structures by fracture mechanics’, Proceedings of a RILEM Workshop, Abisko, Sweden, (1989).

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