Research Article
Investigation on the Effect of Geometric Parameter on Reinforced Concrete Exterior Shear Wall-Slab Connection Using Finite Element Analysis
Table 6
Cumulative energy dissipation and viscous damping ratio of 90°-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) |
| C2SWS1 | 132.079 | 134.503 | 1674.131 | 1339.000 | 0.80 | C2SWS2 | 145.847 | 146.623 | 1836.709 | 1548.0000 | 0.84 | C2SWS3 | 243.516 | 249.271 | 3094.702 | 2929.000 | 0.95 |
|
|