This paper presents the newly developed Mechanics of structure genome (MSG) technique as an alternative for homogenizing masonry without reinforcement or reinforced by the FRP repointing technique. In the numerical examples analyzed, the results obtained with MSG were compared to those presented by Barbieri and Cecchi (2007), as well as with the finite element method (FEM). For unreinforced masonry, it is observed that the results obtained with MSG are closer to those of the FEM than those presented by Barbieri and Cecchi (2007). For the reinforced masonry, three values were considered for the FRP Young’s modulus. The analyses performed show an increase in the stiffness of the reinforced masonry, but the increase in FRP Young’s modulus only showed respective growth in the stiffness of the masonry in the horizontal direction. Finally, it is added that the MSG technique has advantages over the solution of a boundary value problem by the FEM, which is the classic and referential formulation for the masonry homogenization process.

本文介绍了新开发的结构基因组力学 (MSG) 技术作为均质砌体的替代方法，无需加固或通过 FRP 重新定位技术加固。在分析的数值示例中，将 MSG 获得的结果与 Barbieri 和 Cecchi (2007) 以及有限元方法 (FEM) 给出的结果进行了比较。对于无钢筋砌体，据观察，与 Barbieri 和 Cecchi (2007) 提出的结果相比，使用 MSG 获得的结果更接近 FEM 的结果。对于加固砌体，FRP 杨氏模量考虑了三个值。执行的分析表明，加固砌体的刚度增加，但 FRP 杨氏模量的增加仅表明砌体在水平方向的刚度相应增加。最后，