Table 1 Specimens’ characteristics
From: Experimental investigation of small-scale shear walls under lateral loads
Specimen name | Aspect ratio | Vertical reinforcement diameter | Horizontal reinforcement arrangement | Boundary elements | Cyclic loading |
|---|---|---|---|---|---|
S1 | 3 | 2 mm | Closed/straight | No | No |
S2 | 3 | 3 mm | Inclined | No | No |
S3 | 1.5 | 3 mm | Closed/straight | No | No |
S4 | 3 | 3 mm | Closed/straight | No | No |
S5 | 4.5 | 3 mm | Closed/straight | No | No |
S6 | 3 | 3 mm | U-shaped stirrups | No | No |
S7 | 3 | 4 mm | Closed/straight | No | No |
S8 | 3 | 4 mm concentrated and 2 mm distributed | Closed/straight | Yes | No |
S9 | 3 | 4 mm concentrated and 2 mm distributed | Closed/straight | Yes | No |
S10 | 3 | 4 mm concentrated and 2 mm distributed | Inclined | Yes | No |
S11 | 3 | 3 mm | Closed/straight | No | Yes |