Seismic Response of Interior RC Beam-Column Joints Upgraded with FRP Sheets. I: Experimental Study
Author:
Affiliation:
1. Associate Professor, Dept. of Civil Engineering, King Saud Univ., P.O. Box 800, Riyadh 11421, Saudi Arabia. E-mail: ysalloum@ksu.edu.sa
2. Associate Professor, Dept. of Civil Engineering, King Saud Univ., P.O. Box 800, 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%291090-0268%282007%2911%3A6%28575%29
Reference22 articles.
1. Experimental Investigation of FRP-Strengthened RC Beam-Column Joints
2. Analysis of FRP-Strengthened RC Beam-Column Joints
3. Finite element modeling of reinforced concrete beam-column connections;Baglin P. S.;ACI Struct. J.,2000
4. Behavior of beam-column joints in seismically loaded R.C. frames;Cheung P. C.;Struct. Eng.,1993
5. Seismic rehabilitation of beam–column joint using GFRP sheets
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