Research Article
Investigation on the Effect of Geometric Parameter on Reinforced Concrete Exterior Shear Wall-Slab Connection Using Finite Element Analysis
Table 8
Cumulative energy dissipation and viscous damping ratio of 150°-type connection.
| Specimen designation | Area of OAD | Area of OBC | 2 ∗ π ∗() (kN mm) | Area of Loop (kN mm) | | Positive (kN mm) | Negative (kN mm) |
| C4SWS1 | 132.178 | 133.955 | 1671.311 | 1310.346 | 0.78 | C4SWS2 | 145.926 | 146.450 | 1836122 | 1501.657 | 0.82 | C4SWS3 | 247.403 | 251.583 | 3133.632 | 3072.68 | 0.98 |
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