Effects of Eccentricity on the Seismic Rehabilitation Performance of Nonseismically Detailed Interior Beamwide Column Joints-Reference-Cited by-同舟云学术

Effects of Eccentricity on the Seismic Rehabilitation Performance of Nonseismically Detailed Interior Beamwide Column Joints

Published:2012-10 Issue:5 Volume:16 Page:507-519
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Li Bing¹,Kai Qian²,Xue Weichen³

Affiliation:

1. Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798 (corresponding author).

2. Research Associate, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798.

3. Professor, Dept. of Building Engineering, Tong Ji Univ., Shang hai, P.R. China 200092.

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.1943-5614.0000287

Reference33 articles.

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

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

3. American Concrete Institute (ACI) Committee 318. (2008). “Building code requirements for structural concrete (ACI 318-08) and commentary (318R-08).” American Concrete Institute Farmington Hills MI 433.

4. Seismic rehabilitation of a full-scale RC structure using CFRP laminates;Balsamo A.;ACI Struct. J.,2005

5. Seismic behavior of a full-scale RC frame repaired using CFRP laminates

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