The brittle failure of unreinforced masonry (URM) walls when subjected to in-plane loads present low shear strength remains a critical issue. The investigation presented in this paper touches on the retrofitting of URM structures with textile-reinforced mortar (TRM). which enables shifting the shear failure mode from a brittle to a pseudo-ductile mode. Despite many guidelines for appl... https://www.socialstudiesscholar.com/