Reliability Analysis of Reinforced Concrete Beams Subjected to Bending Using Different Methods and Design Codes-Reference-Cited by-同舟云学术

Reliability Analysis of Reinforced Concrete Beams Subjected to Bending Using Different Methods and Design Codes

Published:2017-05 Issue:2 Volume:27 Page:300-307
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

García-Soto Adrián-David¹,Hernández-Martínez Alejandro¹,Valdés-Vázquez Jesús-Gerardo¹

Affiliation:

1. Universidad de Guanajuato – Civil Engineering, Guanajuato, Gto., Mexico Contact:

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.2749/101686617X14881932436258

Reference35 articles.

1. American Concrete Institute (ACI).Building Code Requirements For Structural Concrete. ACI 318-14, Farmington Hills, MI, 2014.

2. European Committee for Standardization (CEN).Design of Concrete Structures. EN 1992-1-1, Eurocode, Brussels, Belgium, 2004.

3. Normas técnicas complementarias (NTC). Diseño de estructuras de concreto. Reglamento de Construcciones para el Distrito Federal, Gaceta Oficial del Departamento del Distrito Federal, México. 2004 (in Spanish).

4. Madsen HO, Krenk S, Lind NC.Methods of Structural SafetyPrentice-Hall, Inc.: Englewood Cliffs, NJ, 1986.

5. Ribeiro SEC, Diniz SMC. Reliability-based design recommendations for FRP-reinforced concrete beams.Eng. Struct.2013;52: 273–283.

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