Research Article
Damage Deformation of Flexure-Yielding Steel-Reinforced Concrete Coupling Beams: Experimental and Numerical Investigation
Table 3
Lateral load resistance capacity of specimens (kN).
| | Specimen number | Calculated by Mn/L | Calculated by Vn | | Fiber section | Equation (3) | Equation (2) | Equation (4) |
| | Beam1 | 951.4 | 919.8 | 1189.1 | 1116.2 | | Beam2 | 634.3 | 613.2 | 1189.1 | 1200.0 | | Beam3 | 380.6 | 367.9 | 1189.1 | 1200.0 | | Beam4 | 963.6 | 927.7 | 1390.0 | 1309.4 | | Beam5 | 904.4 | 879.7 | 1535.4 | 1449.2 | | Beam6 | 773.9 | 761.1 | 1431.2 | 1404.3 | | Beam7 | 841.5 | 829.6 | 1546.3 | 1516.1 |
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