Proposal of Design Formulae for Equivalent Elasticity of Masonry Structures Made with Bricks of Low Modulus

<div>Load cases of imposed boundary displacement: (a) load case 1: horizontal compression; (b) load case 2: vertical compression force; (c) load case 3: horizontal shear force.</div>

Advances in Civil Engineering

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Figure 4

Figure 4: Proposal of Design Formulae for Equivalent Elasticity of Masonry Structures Made with Bricks of Low Modulus 