Analysis of FRP-Strengthened RC Beam-Column Joints
Author:
Affiliation:
1. Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Patras, Patras 26500, Greece.
2. Associate Professor, Dept. of Civil Engineering, Univ. of Patras, Patras 26500, Greece.
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%282002%296%3A1%2841%29
Reference15 articles.
1. Strength of reinforced concrete frame connections rehabilitated by jacketing.;Alcocer S.;ACI Struct. J.,1993
2. Antonopoulos C. P. and Triantafillou T. C. (2001). “Experimental investigation of FRP-strengthened RC beam-column joints.” J. Compos. Constr. accepted.
3. 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 Report NCEER-92-0025 State Univ. of New York at Buffalo.
4. Bridge Pier Retrofit Using Fiber-Reinforced Plastic Composites
5. Shear Strengthening of RCT-Joints Using CFRP Composites
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