Research Article
Experimental Study on Axial Compression Behavior of Masonry Columns’ Strengthening with Bamboo Scrimber Bar Mesh Mortar Layer
Table 6
Comparison between calculated and experimental values of the limit load of columns.
| | Specimen | Experimental values (kN) | Experimental values (kN) | Calculated values (kN) | Calculated values (kN) | |
| | ZB1 | 640.0 | 561.0 | 239.5 | 800.5 | 1.250 | | ZB2 | 740.0 | 561.0 | 239.5 | 800.5 | 1.082 | | ZB3 | 830.0 | 561.0 | 261.0 | 822.0 | 0.990 | | ZC1 | 890.0 | 561.0 | 341.9 | 902.9 | 1.014 | | ZC2 | 870.0 | 561.0 | 341.9 | 902.9 | 1.038 | | ZC3 | 870.0 | 561.0 | 232.3 | 793.3 | 0.912 | | ZD1 | 1300.0 | 561.0 | 657.3 | 1218.3 | 0.937 | | ZD2 | 1100.0 | 561.0 | 483.4 | 1044.4 | 0.949 | | ZD3 | 1200.0 | 561.0 | 459.0 | 1020.0 | 0.850 | | | | | | Average | 1.003 | | | | | | Variance | 0.013 |
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