Table 4 Suggested reduction factors of seismic capacity for damaged RC columns.
From: Experimental Quantification on the Residual Seismic Capacity of Damaged RC Column Members
Damage level | Flexural failure | Flexural–shear failure | Shear failure |
|---|---|---|---|
I | 0.9 | 0.9 | 0.9 |
II | 0.7 | 0.6 | 0.6 |
III | 0.5 | 0.3 | 0.3 |
IV | 0.1 | 0.1 | 0 |
V | 0 | 0 | 0 |