Research Article
Analysis of the Seismic Performance of Site-Bolted Beam to Column Connections in Modularized Prefabricated Steel Structures
Table 3
Primary performance indicators during the quasi-static tests.
| | Specimen | Loading direction | (kN⋅m) | (% rad) | (kN⋅m) (% rad) | (% rad) | | (% rad) | |
| | M1A | Positive | 310.7 | 1.98 | 408.4 (7) | 9 | 4.5 | 7.02 | 391.3 kJ | | Negative | 298.4 | 1.51 | 412.1 (7) | 8.99 | 6 | 7.48 | | M1B | Positive | 318.4 | 2 | 431.1 (8) | 8.95 | 4.5 | 6.95 | 374.8 kJ | | Negative | 300.1 | 2 | 402.9 (8) | 8.01 | 4 | 6.01 | | M1C | Positive | 252.3 | 1.5 | 388.1 (7) | 8.99 | 6 | 7.49 | 353.3 kJ | | Negative | 290.1 | 1.5 | 404.8 (7) | 9 | 6 | 7.50 | | M2A | Positive | 179.5 | 1.53 | 362.5 (8) | 8.9 | 5.8 | 7.37 | 388 kJ | | Negative | 185.8 | 1.52 | 357.9 (8) | 8.95 | 5.9 | 7.43 | | M2B | Positive | 160.4 | 1.49 | 325.7 (8) | 8.99 | 6 | 7.5 | 292 kJ | | Negative | 171.2 | 1.51 | 348 (8) | 8.99 | 6 | 7.48 | | M2C | Positive | 179.1 | 1.51 | 342 (7) | 6.96 | 4.6 | 5.45 | 222.1 kJ | | Negative | 179.1 | 1.5 | 366.1 (7) | 6.99 | 4.7 | 5.49 |
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