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Table 3 Comparison between modal specimen S11 and SHW1 SHW2, SHW3, and SHW4 at a drift percentage of 1%

From: Experimental investigation of small-scale shear walls under lateral loads

Specimens

Prototype load (N)

Model load (N)

Percentage of variation

S11

---

6042.96

---

SHW1

15420

5365.23

11%

SHW2

19560

6805.7

13%

SHW3

17500

6088.94

1%

SHW4

19760

6875.3

14%