Research Article
Seismic Performance of Masonry Walls Built with New Type of Fired Shale Hollow Blocks
Table 5
Design of fired shale hollow block masonry walls.
| No. | W1 | W2 | W3 | W4 | W5 | W6 |
| Width (mm) | 2300 | 3350 | 2780 | 2780 | 3830 | 3830 | Height (mm) | 3050 | 3050 | 3050 | 3050 | 3050 | 3050 | Aspect ratio | 1.326 | 0.910 | 1.097 | 1.097 | 0.796 | 0.796 | Vertical compressive stress (MPa) | 0.3 | 0.3 | 0.1 | 0.3 | 0.1 | 0.3 | Structural columns | — | — | √ | √ | √ | √ |
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