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.

BuildingStoryGB-50011-2010African code
Cross-sectionRebarStirrupCross-sectionRebarStirrup

2-Story1–2500 × 3008@100 mm500 × 3008@100 mm
4-Story1–4550 × 5508@100 mm550 × 5008@100 mm
8-Story1–4650 × 6508@100 mm650 × 6508@100 mm
5–8600 × 6008@100 mm600 × 6008@100 mm
12-Story1–4750 × 7508@100 mm750 × 7508@100 mm
5–8700 × 7008@100 mm700 × 7008@100 mm
9–12650 × 6508@100 mm650 × 6508@100 mm