Seismic Rehabilitation of Exterior RC Beam-Column Joints Using Steel Plates, Angles, and Posttensioning Rods-Reference-Cited by-同舟云学术

Seismic Rehabilitation of Exterior RC Beam-Column Joints Using Steel Plates, Angles, and Posttensioning Rods

Published:2016-02 Issue:1 Volume:30 Page:04014200
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Arzeytoon Ali¹,Hosseini Abdollah²,Goudarzi Alireza³

Affiliation:

1. Ph.D. Candidate in Structural Engineering, Dept. of Civil Engineering, Sharif Univ. of Technology, Tehran, Iran (corresponding author).

2. Assistant Professor, School of Civil Engineering, Univ. of Tehran, Tehran, Iran.

3. School of Civil Engineering, Univ. of Tehran, Tehran, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000721

Reference19 articles.

1. American Concrete Institute (ACI). (1963). “Building code requirements for reinforced concrete.” ACI 318-63 Committee 318 Farmington Hills MI.

2. American Concrete Institute (ACI). (2005). “Acceptance criteria for moment frames based on structural testing and commentary (ACI 374.1-05).” Committee 374 Farmington Hills MI.

3. American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete and commentary.” ACI 318-08 Committee 318 Farmington Hills MI.

4. ASTM. (1977). “Standard test methods and definitions for mechanical testing of steel products” A370 Reston VA.

5. Beres A. El-Borgi S. White R. N. and Gergely P. (1992). “Experimental results of repaired and retrofitted beam-column joint tests in lightly reinforced concrete frame buildings.” Technical Rep. NCEER-92-0025 SUNY Buffalo NY.

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