Research Article
A Conceptual Design Approach of Coupled Shear Walls
Table 10
Maximum rotations in radians.
| Type of eeinforcement | | Value as per (6) | Galano and Vignoli [17] | Englekirk [3] | ATC40 [16], FEMA 273 [14] and FEMA 356 [15] |
| Diagonal | 1.5 | 0.03 | 0.062 | 0.04 | 0.03 | Truss | 1.5 to 4.0 | 0.03 to 0.08 | 0.084 | 0.06 | ā |
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