Research Article
Experimental Study on the Shear Performance of Steel-Truss-Reinforced Concrete Beam-Column Joints
Table 8
Shear angle of the core region.
| | Specimen number | Shear angle of yield load | Shear angle of peak load | Shear angle of failure load |
| | J-1 | 5.3 × 10−3 | 1.5 × 10−2 | 5.3 × 10−2 | | J-2 | 3.6 × 10−3 | 1.2 × 10−2 | 4.1 × 10−2 | | J-3 | 2.8 × 10−3 | 9.2 × 10−3 | 3.1 × 10−2 | | J-4 | 4.1 × 10−3 | 1.4 × 10−2 | 4.3 × 10−2 | | J-5 | 3.4 × 10−3 | 1.0 × 10−2 | 3.7 × 10−2 |
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