Figures & data
Figure 1. Compression tests on original and retrofitted columns.
Table 1. Configuration of BRCJ with the various initial conditions, longitudinal reinforcement, and transverse reinforcement.
Figure 2. Typical original columns.
Figure 3. The typical retrofitted column specimen.
Figure 4. Configuration of column specimens.
Figure 5. Results of bamboo bars tensile tests for Petung and apus bamboo.
Figure 6. Configuration of laminated bamboo stirrups.
Figure 7. Load–displacement relationship for P-series and H-series column specimens.
Figure 8. Load–displacement relationship for column specimens with 4 and 8 main reinforcing bars.
Table 2. Strength and deformation properties of all specimens.
Figure 9. Proposed model of stress–strain relationship for bamboo reinforced concrete jacket.
Figure 10. Comparison of the stress–strain relationship between the proposed model and the experimental test results.
