Research Article
Seismic Analysis of Low-Rise Self-Centering Prestressed Concrete Frames considering Soil-Structure Interaction
Table 1
Design characteristics of the RC and SC frames.
| Floor | Column size (mm × mm) | Column total reinforcement ratio (%) | Beam size (mm × mm) | RC beam reinforcement ratio (%) | T0 (kN) | Ff (kN) | Ap (mm2) | Exterior | Interior | Exterior | Interior | Bottom | Top |
| 1 | 558 × 558 | 558 × 558 | 1.30 | 1.63 | 609 × 558 | 0.43 | 0.83 | 890 | 821 | 1112 | 2 | 558 × 558 | 558 × 558 | 1.30 | 1.63 | 609 × 558 | 0.37 | 0.75 | 815 | 752 | 973 | 3 | 558 × 558 | 558 × 558 | 1.13 | 1.45 | 609 × 558 | 0.32 | 0.60 | 696 | 642 | 834 | 4 | 558 × 558 | 558 × 558 | 1.13 | 1.45 | 609 × 558 | 0.32 | 0.45 | 609 | 563 | 695 |
|
|