Table 4 Summary of specimen information.
From: Theoretical and Experimental Study of Effective Shear Stiffness of Reinforced ECC Columns
Specimen | λ | P (kN) | ρ sv (%) |
|---|---|---|---|
E1 | 1.42 | 350 | 0.45 |
E2 | 1.75 | 350 | 0.45 |
E3 | 2.75 | 350 | 0.45 |
E4 | 1.75 | 700 | 0.45 |
E5 | 1.75 | 350 | 0.22 |
E6 | 1.75 | 350 | 0 |