Table 10 Suggested reduction factors of strength for RC column members
From: Experimental Quantification on the Residual Seismic Capacity of Damaged RC Column Members
Damage level | Suggested values | Reference (Ito et al. 2015) | |||
|---|---|---|---|---|---|
Flexural failure | Flexural–shear failure | Shear failure | Flexural failure | Shear failure | |
I | 1 | 1 | 1 | 1 | 1 |
II | 1 | 1 | 1 | 1 | 1 |
III | 1 | 1 | 1 | 1 | 1 |
IV | 0.6 | 0.6 (0.75) | 0 | 0.6 | 0.4 |
V | 0 | 0 | 0 | 0 | 0 |