Research Article
A Conceptual Design Approach of Coupled Shear Walls
Table 19
Response Reduction Factors for DBE and MCE levels.
| | Parameters | [24] | [24] | [24] |
First method of Energy-Ductility Based Response Reduction [24] |
Second method of Energy-Ductility Based Response Reduction [24] | as per CSA
[25] |
| | DBE | 1.04 | 1.004 | 1.02 | 1.04 | 1.004 | 1.5 or 2 for coupled shear walls with conventional reinforced coupling beam | | MCE | 2.05 | 1.2 | 1.58 | 2.05 | 1.34 | | DBE | 1.01 | 1.00 | 1.002 | 1.01 | 1.00 | | MCE | 1.87 | 1.13 | 1.39 | 1.87 | 1.22 |
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