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Experimental Characteristics of Dry Stack Masonry under Compression and Shear Loading

The behavior of dry stack masonry (DSM) is influenced by the interaction of the infill with the frame (especially the joints between bricks), which requires further research. This study investigates the compression and shear behaviors of DSM. First, a series of compression tests were carried out on...

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Detalles Bibliográficos
Autores principales: Lin, Kun, Totoev, Yuri Zarevich, Liu, Hongjun, Wei, Chunli
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2015
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC5458854/
https://www.ncbi.nlm.nih.gov/pubmed/28793741
http://dx.doi.org/10.3390/ma8125489