A Model for In-Plane Capacity of Multi-Leaf Stone Masonry Walls

Table 1

Mechanical properties of stone masonry from experiments and codes.

Source	Compressive strength (fck, MPa)	Flexural strength (ft, MPa)	Elastic modulus (E, MPa)	Shear modulus (G, MPa)
Magenes et al. [20]	3.09–3.76 (3.28)	0.112–0.161 (0.14)	2200–3000 (2550)	739–940 (840)
Krzan [18]	6.0–7.34	0.03	534–1570	214–661
Rizzano and Sabatino^ [5]	2.4–6.2	0.1–0.18	1400–1650	250–660
Silva et al. ^ [29]	—	0.02–0.2	226.5–6708	24.8–546
Valluzi et al. [30]	1.45–1.97	—	1450–2390	—
IS 1905: 1987 [31]	0.25–8.35	0.05–0.14	—	—
Eurocode 6 [12]	—	0.05	1000  fck	0.4  E
Building code of Pakistan [32]	—	—	750  fck	0.4  E
Italian code (NTC 08) [33]	2.6–3.8 (3.2)	0.084–0.111 (0.10)	1500–1980 (1740)	500–660 (580)

Values in braces represent the average/suggested values. ^ Used for analysis/compiled in the literature cited.