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This study investigates the in-plane shear performance of tuff masonry panels strengthened with Fiber Reinforced Polymers (FRPs) through full-scale experimental tests. The results highlight the effectiveness of FRP in enhancing the shear strength and displacement capacity of these masonry structures, which are commonly found in seismic-prone regions of Italy. The findings contribute valuable data for the design and assessment of retrofitted masonry using composite materials.

Author

safa

Language

EN