Research Article
Cyclical Behavior of Concrete-Encased Composite Frame Joints with High Strength Concrete
Table 4
Story drift analysis at yielding, limiting, and failure point.
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Number | Yielding | Limiting | Failure | (mm) | (mm) | (mm) | | (mm) | (mm) | (mm) | | (mm) | (mm) | (mm) | |
| J-1 | 19.7 | 4.0 | 15.7 | 0.20 | 55.3 | 7.6 | 47.7 | 0.14 | 76.4 | 33.8 | 42.6 | 0.44 | J-2 | 16.3 | 11.3 | 5.0 | 0.69 | 45.4 | 19.3 | 26.1 | 0.43 | 60.6 | 40.3 | 20.3 | 0.67 | J-3 | 20.6 | 8.6 | 12.0 | 0.42 | 50.2 | 20.8 | 29.4 | 0.41 | 72.6 | 61.2 | 11.4 | 0.84 | J-4 | 21.7 | 11.3 | 10.4 | 0.52 | 44.1 | 22.5 | 21.6 | 0.51 | 63.5 | 46.4 | 17.1 | 0.73 | J-5 | 18.6 | 7.2 | 11.4 | 0.39 | 45.3 | 14.5 | 30.8 | 0.32 | 73.1 | 48.3 | 24.8 | 0.66 |
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