Research Article
Structural Characterization of an Historical Building by Means of Experimental Tests on Full-Scale Elements
Table 1
ID core sample: identification code.
| ID core sample | Ø (mm) | H (mm) | Γ (kN/m3) | fcp (MPa) | fcp,average ± st. dev. (MPa) |
| 1-1 | 54.16 | 54.27 | 25.86 | 161.4 | 158.1 ± 2.8 | 1-2 | 54.06 | 54.30 | 26.01 | 154.6 | 1-3 | 54.40 | 54.18 | 25.68 | 158.3 |
| 2-1 | 54.46 | 54.10 | 25.54 | 156.2 | 160.2 ± 4.3 | 2-2 | 54.34 | 53.81 | 25.75 | 166.2 | 2-3 | 54.19 | 54.19 | 25.67 | 158.2 |
| 3-1 | 54.32 | 54.25 | 24.81 | 102.0 | 94.4 ± 5.5 | 3-2 | 54.13 | 54.10 | 24.76 | 91.6 | 3-3 | 54.12 | 53.88 | 24.74 | 89.5 |
| 4-1 | 54.22 | 54.27 | 25.64 | 134.2 | 137.2 ± 7.3 | 4-2 | 54.19 | 53.25 | 25.69 | 130.1 | 4-3 | 54.24 | 53.63 | 25.46 | 147.3 |
| 5-1 | 54.51 | 54.55 | 25.11 | 133.6 | 152.8 ± 19.2 | 5-2 | 54.28 | 54.44 | 25.56 | 172.0 |
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Ø: diameter; H: height; γ: density; fcp: ultimate compression stress of stone core specimens.
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