Identification of Shear Parameters of Masonry Panels Through the In-Situ Diagonal Compression Test
By A. Brignola, S. Frumento, S. Lagomarsino, S. Podestà. 2008
175 citations recorded by the source corpus.
Subfields: Building and Construction, Civil and Structural Engineering, Earth-Surface Processes
View Paper: https://www.semanticscholar.org/paper/92e43590ec07bb2d83062380d1a7cfb2c09d647d
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In Building and Construction
In Civil and Structural Engineering
Citations in the corpus
- Shear strengthening of wall panels through jacketing with cement mortar reinforced by GFRP grids (2014, background): “Identification of shear parameters has been carried out in [23,24]; the appropriate equations for calculating the shear strength will be presented in this study.”
- In-plane behaviour of tuff masonry strengthened with inorganic matrix–grid composites (2013, methodology): “At each given displacement step, shear stress was computed as a factor (depending on the interpretation model being used) times the ratio between the diagonal compressive load P and the gross section area An of the specimen [31].”