Seismic Response of Interior RC Beam-Column Joints Upgraded with FRP Sheets. II: Analysis and Parametric Study
Author:
Affiliation:
1. Associate Professor, Dept. of Civil Engineering, King Saud Univ., P.O. Box 800, Riyadh 11421, Saudi Arabia. E-mail: musallam@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%28590%29
Reference15 articles.
1. Seismic Response of Interior RC Beam-Column Joints Upgraded with FRP Sheets. I: Experimental Study
2. Analysis of FRP-Strengthened RC Beam-Column Joints
3. Experimental Investigation of FRP-Strengthened RC Beam-Column Joints
4. Seismic rehabilitation of beam–column joint using GFRP sheets
5. Bridge Pier Retrofit Using Fiber-Reinforced Plastic Composites
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