Research Article
Research on the Seismic Performance of the Prefabricated Reinforced Concrete Column with Steel Mortise and Tenon Connections
Table 1
Design parameters of specimens.
| | Specimen no. | Section size (mm × mm) | Thickness of the steel plate t (mm) | Connection mode | Shear span ratio | Axial compression ratio | Concrete strength grade |
| | RC | 250 × 250 | — | — | 5.4 | 0.2 | C50 | | PRC1-1 | 250 × 250 | 4 | A | 5.4 | 0.2 | C50 | | PRC2-1 | 250 × 250 | 6 | A | 5.4 | 0.2 | C50 | | PRC3-1 | 250 × 250 | 8 | A | 5.4 | 0.2 | C50 | | PRC1-2 | 250 × 250 | 4 | B | 5.4 | 0.2 | C50 | | PRC2-2 | 250 × 250 | 6 | B | 5.4 | 0.2 | C50 | | PRC3-2 | 250 × 250 | 8 | B | 5.4 | 0.2 | C50 |
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