| | | PSRCF | SRCF |
| | Parameter category | Parameter change range | Remarks | Parameter's range | Remarks |
| | Column slenderness ratio β | 6; 8; 10; 12 | Corresponding column height: 1500 mm; 2000 mm; 2500 mm; 3000 mm | 6; 8; 10; 12 | Corresponding column height: 1500 mm; 2000 mm; 2500 mm; 3000 mm |
| | Axial compression ratio n0 | 0.1; 0.2; …; 0.8 | — | 0.1; 0.2; …; 0.8 | — |
| | Concrete strength fcu (MPa) | 30, 40, 50 | — | 30, 40, 50 | — |
| | Sectional resistance moment of shaped steel in beam Wss-b (mm3) | 82.126, 64.521 | Corresponding H-shaped steel: H180 × 50 × 4×8; H150 × 50 × 4×8 | 82.126, 64.521 | Corresponding H-shaped steel: H180 × 50 × 4×8; H150 × 50 × 4×8 |
| | Sectional resistance moment of shaped steel in column Wss-c (mm3) | 256.281, 206.098 | H180 × 150 × 4 × 10 H150 × 150 × 4×10 | 256.281, 206.098 | H180 × 150 × 4 × 10 H150 × 150 × 4×10 |
| | Reinforcement ratio of longitudinal steel bars in beam ρs-b | 0.785%, 1.131%, 1.539% | 410, 412, 414 | 0.785%, 1.131%, 1.539% | 410, 412, 414 |
| | Reinforcement ratio of longitudinal steel bars in column ρs-c | 0.724%, 0.985%, 1.287% | 412, 414, 416 | 0.724%, 0.985%, 1.287% | 412, 414, 416 |
| | Yield strength for shaped steels fss-b and fss-c (MPa) | 235, 345, 390 | Q235, Q345, Q390 | 235, 345, 390 | Q235, Q345, Q390 |
| | Yield strength of longitudinal steel bars fy-b and fy-c (MPa) | 300, 335, 400 | HPB300, HRB335, HRB400 | 300, 335, 400 | HPB300, HRB335, HRB400 |
| | Prestressed degree λ | 0.31, 0.45, 0.54 | 1s9.5, 1s12.7, 1s15.2 | — | — |
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