In-plane shear performance of masonry panels strengthened with FRP
By G. Marcari, Gaetano Manfredi, Andrea E. Prota, M. Pecce. 2007
222 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering, Earth-Surface Processes
View Paper: https://www.semanticscholar.org/paper/9c9b5fc3fe2d3fce699dbd9096bdf35e636d26f2
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In Building and Construction
In Civil and Structural Engineering
In Earth-Surface Processes
Citations in the corpus
- In-plane strengthening of clay brick unreinforced masonry wallettes using ECC shotcrete (2014, methodology): “The 7 adopted definition and calculation method for deter mining pseudo-ductility was also used by numerous 8 researchers [47-51] when calculating the ductility of masonry wallettes.”
- Estimates for the stiffness, strength and drift capacity of stone masonry walls based on 123 quasi-static cyclic tests reported in the literature (2017, unknown): “…Borri et al. (2001) 3 A Monotonic In-situ S7 Borri et al. (2012) 10 A Monotonic In-situ S8 Corradi et al. (2014) 2 A Monotonic In-situ S9 Marcari et al. (2007) 4 D Monotonic Laboratory S10 Costa et al. (2011) 1 A Cyclic In-situ S11 Pinho et al. (2012) 6 A Cyclic, monotonic…”
- Diagonal Compression Testing of FRP-Retrofitted Unreinforced Clay Brick Masonry Wallettes (2011, methodology): “A similar concept has been used elsewhere (Marcari et al. 2007).”