Experimental analysis and detailed micro-modeling of masonry walls subjected to in-plane shear
A detailed experimental campaign is presented dealing with masonry walls subjected to shear. The masonry walls are modeled using detailed micro-modeling techniques. Good agreement is found between the experimental and the numerical results. The importance of the compressive strength of masonry is hi...
| Autores: | , , |
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| Tipo de recurso: | artículo |
| Fecha de publicación: | 2018 |
| País: | España |
| Institución: | Universitat Politècnica de Catalunya (UPC) |
| Repositorio: | UPCommons. Portal del coneixement obert de la UPC |
| Idioma: | inglés |
| OAI Identifier: | oai:upcommons.upc.edu:2117/121306 |
| Acceso en línea: | https://hdl.handle.net/2117/121306 https://dx.doi.org/10.1016/j.engfailanal.2018.08.030 |
| Access Level: | acceso abierto |
| Palabra clave: | Masonry--Testing Estructures de murs Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures |
| Sumario: | A detailed experimental campaign is presented dealing with masonry walls subjected to shear. The masonry walls are modeled using detailed micro-modeling techniques. Good agreement is found between the experimental and the numerical results. The importance of the compressive strength of masonry is highlighted. |
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