Seismic Behavior of As-Built, ACI-Complying, and CFRP-Repaired Exterior RC Beam-Column Joints-Reference-Cited by-同舟云学术

Seismic Behavior of As-Built, ACI-Complying, and CFRP-Repaired Exterior RC Beam-Column Joints

Published:2011-08 Issue:4 Volume:15 Page:522-534
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Al-Salloum Yousef A.¹²²³,Almusallam Tarek H.¹²²³,Alsayed Saleh H.¹²²³,Siddiqui Nadeem A.¹²²³

Affiliation:

1. Professor, Dept. of Civil Engineering, King Saud Univ., Riyadh 11421, Saudi Arabia (corresponding author).

2. Professor, Dept. of Civil Engineering, King Saud Univ., Riyadh 11421, Saudi Arabia.

3. Associate Professor, Dept. of Civil Engineering, King Saud Univ., Riyadh 11421, Saudi Arabia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000186

Reference32 articles.

1. Seismic Response of Interior RC Beam-Column Joints Upgraded with FRP Sheets. II: Analysis and Parametric Study

2. Seismic Response of Interior RC Beam-Column Joints Upgraded with FRP Sheets. I: Experimental Study

3. Seismic Response of FRP-Upgraded Exterior RC Beam-Column Joints

4. American Concrete Institute (ACI)-ASCE Committee 352. (2002). “Recommendations for design of beam-column connections in monolithic reinforced concrete structures.” ACI 352R-02 Farmington Hills MI.

5. American Concrete Institute (ACI) Committee 318. (2002). “Building code requirements for structural concrete and commentary.” ACI 318-02 and ACI 318R-02 Farmington Hills MI.

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