Research Article
Seismic Damage and Collapse Assessment of Reinforced Concrete Frame Structures Using a Component-Classification Weighted Algorithm
Table 3
Inelastic deformation capacity of components.
| | Specimen NO | Components | ϕu – ϕy (rad/mm) | lp (mm) | θu – θy (mm) |
| | KJ-1 | Column-A (D) | 3.72 × 10−5 | 132.00 | 4.91 × 10−3 | | Column-B (C) | 3.64 × 10−5 | 132.00 | 4.80 × 10−3 | | Beam-AB (BC, CD) | — | — | 5.11 × 10−3 |
| | KJ-2 | Column-A (D) | 3.49 × 10−5 | 132.00 | 4.61 × 10−3 | | Column-B (C) | 3.35 × 10−5 | 132.00 | 4.42 × 10−3 | | Beam-AB (BC, CD) | — | — | 5.11 × 10−3 |
| | KJ-3 | F1-column-A (D) | 3.04 × 10−5 | 148.00 | 4.50 × 10−3 | | F1-column-B (C) | 2.91 × 10−5 | 148.00 | 4.31 × 10−3 | | F1-beam-AB (BC, CD) | — | — | 5.44 × 10−3 | | F2/3-column-A (D) | 3.49 × 10−5 | 148.00 | 4.61 × 10−3 | | F2/3-column-B (C) | 3.35 × 10−5 | 148.00 | 4.42 × 10−3 | | F2/3-beam-AB (BC, CD) | — | — | 5.11 × 10−3 |
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