Research Article
Experimental Studies on the Behaviors of New Energy-Saving Concrete Self-Insulating Load-Bearing Block Wall under Low-Cycle Cyclic Loading
Table 8
Calculated values for seismic shear capacity of three test walls.
| Specimen | Strength (MPa) | Opening rate | Vertical compressive stress (MPa) | Shear area (mm2) | Shear bearing capacity (kN) | | Seismic bearing capacity (kN) | Compressive | Pure shear |
| A1 | Main pull shear friction | 2.4 (design value) | 0.1 (design value) | 0 | 0.2 | 862400 | 109 | 1.0 | 103 | 103 | A2 | ā | 3.7 (standard value) | 0.52 (standard value) | 0 | 0.2 | 761600 | 224 | 0.9 | 248 | A3 | 11% | 731136 | 217 | 0.9 | 241 |
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