an orthotropic continuum model for the analysis of masonry structures
an orthotropic continuum model for the analysis of masonry structures
an orthotropic continuum model for the analysis of masonry structures
Create successful ePaper yourself
Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.
42 1995 TNO-95-NM-R0712c) Cracks d) Minimum principal stressesFig. 46 - Numerical results <strong>for</strong> a horizontal displacement d = 1.0 mm. Wall W2a) Total de<strong>for</strong>med mesh b) Incremental de<strong>for</strong>med mesha) Total de<strong>for</strong>med mesh b) Incremental de<strong>for</strong>med meshc) Cracks d) Minimum principal stressesFig. 47 - Numerical results <strong>for</strong> a horizontal displacement d = 2.0 mm. Wall W2