Confinement Reinforcement Design for Reinforced Concrete Columns-Reference-Cited by-同舟云学术

Confinement Reinforcement Design for Reinforced Concrete Columns

Published:2008-05 Issue:5 Volume:134 Page:738-749
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Paultre P.¹²,Légeron F.¹²

Affiliation:

1. Professor, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Sherbrooke, Sherbrooke, QC, J1K 2R1, Canada. E-mail: Patrick.Paultre@USherbrooke.ca

2. Associate Professor, Dept. of Civil Engineering, Faculty of Engineering, Univ. of Sherbrooke, Sherbrooke, QC, J1K 2R1, Canada.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282008%29134%3A5%28738%29

Reference27 articles.

1. American Concrete Institute (ACI). (2005). “Building code requirements for structural concrete.” ACI No. 318-05 Farmington Hills Mich.

2. American Society for Testing and Materials (ASTM). (2006). “Standard specification for deformed and plain carbon-steel bars for concrete reinforcement.” ASTM No. A615/A615M-06a Philadelphia.

3. Atalay M. B. and Penzien J. (1975). “The seismic behavior of critical regions of reinforced concrete components as influenced by moment shear and axial force.” Rep. No. EERC 75-19 Earthquake Engineering Research Center Univ. of California Berkeley Calif.

4. Seismic behavior of square high-strength concrete columns;Azizinamini A.;ACI Struct. J.,1994

5. Confinement Reinforcement Design Considerations for Ductile HSC Columns

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