Research Article
A Comparative Study of Seismic Performance Evaluation of Reinforced Concrete Frame Structures Using Chinese and African Seismic Codes
Table 2
Column section and reinforcement design of frames.
| Building | Story | GB-50011-2010 | African code | Cross-section | Rebar | Stirrup | Cross-section | Rebar | Stirrup |
| 2-Story | 1–2 | 500 × 300 | | ∅8@100 mm | 500 × 300 | | ∅8@100 mm | 4-Story | 1–4 | 550 × 550 | | ∅8@100 mm | 550 × 500 | | ∅8@100 mm | 8-Story | 1–4 | 650 × 650 | | ∅8@100 mm | 650 × 650 | | ∅8@100 mm | | 5–8 | 600 × 600 | | ∅8@100 mm | 600 × 600 | | ∅8@100 mm | 12-Story | 1–4 | 750 × 750 | | ∅8@100 mm | 750 × 750 | | ∅8@100 mm | | 5–8 | 700 × 700 | | ∅8@100 mm | 700 × 700 | | ∅8@100 mm | | 9–12 | 650 × 650 | | ∅8@100 mm | 650 × 650 | | ∅8@100 mm |
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