Research Article
Study of Seismic Behavior of RC Beam-Column Joints Strengthened by Sprayed FRP
Table 3
Values of the ultimate load and ultimate displacement of the tested specimens.
| | Specimen name | Ultimate load | Ultimate displacement | | Pushing (kN) | Pulling (kN) | Average (kN) | Increasing ratio (%) | Pushing (mm) | Pulling (mm) | Average (mm) | Increasing ratio (%) |
| | KJ0 | 42 | 41.5 | 41.8 | — | 60 | 60 | 60 | — | | KJ1 | 52.8 | 54.6 | 53.7 | 29 | 80 | 80 | 80 | 33 | | KJ2 | 70.3 | 73.5 | 71.9 | 72 | 50 | 50 | 50 | — | | KJ3 | 46.5 | 46.5 | 46.5 | 12 | 70 | 70 | 70 | 17 | | KJ4 | 57.8 | 53.6 | 55.7 | 34 | 70 | 70 | 70 | 17 |
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