Table 4 Comparison between theoretical results and experimental results for scaled down shear walls
From: Experimental investigation of small-scale shear walls under lateral loads
Specimens | Experimental results (N) | ACI sectional analysis (N) | Percentage of variation | ACI SP-36 (N) | Percentage of variation |
|---|---|---|---|---|---|
S1 | 8660.3 | 8298.0 | -4% | 9230.9 | 7% |
S2 | 9467.2 | 9589.4 | 1% | 10248.4 | 8% |
S3 | 19054 | 19178.9 | 1% | 20496.8 | 8% |
S4 | 8861.5 | 9589.4 | 8% | 10248.4 | 16% |
S5 | 6642.5 | 6393.0 | -4% | 6832.3 | 3% |
S6 | 8483.7 | 9589.4 | 13% | 10248.4 | 21% |
S7 | 11267 | 12188.0 | 8% | 13037.5 | 16% |
S8 | 10864 | 9349.2 | -14% | --- | --- |
S9 | 13464 | 16050.4 | 19% | --- | --- |
S10 | 9724.6 | 9321.4 | -4% | --- | --- |