Research Article
Seismic Performance of Precast Concrete Column-to-Column Joint Using the Steel Plate Hoop and Bolts Connection
Figure 14
Strain curves of longitudinal reinforcement: (a) W01; (b) Y01; (c) W02; (d) W03; (e) C01; (f) Y02.
| (a) |
| (b) |
| (c) |
| (d) |
| (e) |
| (f) |