Table 1 Component sizes and reinforcement details for Buildings A and B.
From: Damage-Based Seismic Performance Evaluation of Reinforced Concrete Frames
| Â | Â | Â | Story levels | ||||
|---|---|---|---|---|---|---|---|
|  |  |  | 1–3 | 4–6 | 7–8 | 9–10 | 11–12 |
Ductile (Building A) | Column | Size | 864 × 864 | 813 × 813 | 762 × 762 | 711 × 711 | 559 × 559 |
Long reinf | 20#36 | 16#32 | 16#29 | 16#29 | 16#25 | ||
Trans reinf | #12.7@127 | #9.5@152 | #9.5@152 | #9.5@152 | #9.5@140 | ||
Beam | Size | 864 × 762 | 813 × 711 | 762 × 660 | 711 × 559 | 559 × 457 | |
Long reinf* | 14#32 | 14#32 | 16#29 | 16#29 | 14#29 | ||
Trans reinf | #9.5@150 | #9.5@150 | #9.5@150 | #9.5@140 | #9.5@114 | ||
Nonductile (Building B) | Column | Size | 711 × 711 | 660 × 660 | 610 × 610 | 559 × 559 | 508 × 508 |
Long reinf | 12#32 | 12#29 | 12#25 | 12#25 | 12#25 | ||
Trans reinf | #9.5@150 | #9.5@150 | #9.5@150 | #9.5@150 | #9.5@150 | ||
Beam | Size | 711 × 660 | 660 × 610 | 610 × 559 | 559 × 508 | 508 × 457 | |
Long reinf* | 10#29 | 8#29 | 8#29 | 8#29 | 8#29 | ||
Trans reinf | #9.5@150 | #9.5@150 | #9.5@150 | #9.5@150 | #9.5@150 | ||