Behavior of Partially Grouted Concrete Masonry Walls under Quasi-Static Cyclic Lateral Loading

Eight partially grouted (PG-RM) concrete masonry walls were tested to study the influence of the strength and width of blocks, the wall aspect ratio, the horizontal and vertical reinforcement ratio, and the presence of edge elements (flanges). The results were analyzed in terms of the failure mode,...

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Detalles Bibliográficos
Autores principales: Calderón, Sebastián, Vargas, Laura, Sandoval, Cristián, Araya-Letelier, Gerardo
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2020
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7288316/
https://www.ncbi.nlm.nih.gov/pubmed/32466292
http://dx.doi.org/10.3390/ma13102424

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC7288316/
https://www.ncbi.nlm.nih.gov/pubmed/32466292
http://dx.doi.org/10.3390/ma13102424

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