Research Article
Behavior of GFRP-Wood Composite Sandwich Beam-Column Joints with Angle Steels
Table 5
Comparison of the predicted and experimental bearing capacity.
| | Specimen | Nu (kN) | Npre (kN) | Npre/Nu |
| | TJ-110 | 25.04 | 26.08 | 1.04 | | TJ-160 | 27.75 | 26.08 | 0.94 | | TJ-210 | 23.46 | 26.08 | 1.11 | | TJ-110-R | 26.69 | 24.28 | 0.91 | | TJ-160-R | 37.67 | 41.88 | 1.11 | | TJ-210-R | 45.57 | 43.5 | 0.95 |
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