Issue 51

A. Namdar, Frattura ed Integrità Strutturale, 51 (2020) 267-274; DOI: 10.3221/IGF-ESIS.51.21

Figure 2: The soil configuration and timber frame archetype used in the numerical simulation.

Figure 3: The mesh is developed for the numerical simulation

Friction angle, ϕ (degree)

Modulus elasticity, E (MPa)

Dilatancy angle, ψ (degree)

Type of material

Poisson’s ratio, ν

Unit weight, γ (kN/m 3 )

Cohesion, C (kPa)

Timber

6750

0.30

7.00

-

-

-

Soil-A

131

0.34

21.4

0.08

46

20

Soil-B

78

0.31

18.3

20

10

4

Table 1 : Soils and timber mechanical properties.

270