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/m^3)	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

Ø: diameter; H: height; γ: density; f_cp: ultimate compression stress of stone core specimens.