Issue 51

A. Namdar, Frattura ed Integrità Strutturale, 51 (2020) 267-274; DOI: 10.3221/IGF-ESIS.51.21 270 Figure 2: The soil configuration and timber frame archetype used in the numerical simulation. Figure 3: The mesh is developed for the numerical simulation Type of material Modulus elasticity, E (MPa) Poisson’s ratio, ν Unit weight, γ (kN/m 3 ) Cohesion, C (kPa) Friction angle, ϕ (degree) Dilatancy angle, ψ (degree) 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.