Structural Characterization of an Historical Building by Means of Experimental Tests on Full-Scale Elements
Table 2
ID-type: identification code and class of the wall specimens.
ID-type of specimen
L (mm)
B (mm)
H (mm)
Γ (kN/m3)
Pu (kN)
fcb (MPa)
E (MPa)
(1) In situ tested
400
460
820
—
494
2.68
273
(2) Extracted no. 1
623
641
1105
24.18
1613
4.04
320
(3) Extracted no. 2
657
634
1330
24.12
1554
3.73
488
(4) Extracted no. 3
655
620
1225
25.33
1044
2.57
255
(5) Reconstructed no. 1
629
588
1165
26.49
1875
5.08
262
(6) Reconstructed no. 2
595
604
1209
25.41
1662
4.63
449
Average of in situ tested (1)
—
2.68
273
Average of extracted (2-3-4)
—
3.45
354
Average of reconstructed (5-6)
—
4.86
356
St. dev. of extracted (2-3-4)
—
0.63
98
St. dev. reconstructed (5-6)
—
0.22
94
L × B × H: dimensions; γ: density; Pu: ultimate compression load; fcb: ultimate compression stress; E: elastic modulus of stonework of the specimens tested.
