Evaluation of Seismic Performance of Reinforced Concrete Beam-Column Joints Retrofitted by Groove and Embedding FRP Rods and CFRP Sheets Under Cyclic Loadings
In this study, experimental research was carried out to improve and evaluate the seismic performance of reinforced concrete beam-column joint using Groove and Embedding FRP Rod and CFRP Sheet in existing reinforced concrete building.
Test result shows that retrofitting specimen(RBCJ-SR2, SRCB2) designed by the improvement of seismic performance of reinforced concrete beam-column joints load-carrying capacities were increased 1.78 ~ 2.29 times in comparison with the standard specimen.