Fig. 30From: Numerical and Experimental Behavior of Two-Story Confined Masonry Structure Subjected to Cyclic Loads(a) Crack pattern at ultimate load for (S-02)—front elevation (experimental/FEM), (b) Crack pattern at ultimate load for (S-02)—back elevation (Experimental/FEM), (c) Crack pattern at ultimate load for (S-02)—left side view (experimental/FEM), (d) Crack pattern at ultimate load for (S-02)—right side view (experimental/FEM)Back to article page