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Sliding collapse in masonry structures: experimental tests
Cita
Magdalena Layos, Fernando 
ORCID: https://orcid.org/0000-0001-7557-3020, Aznar López, Antonio ORCID: https://orcid.org/0000-0002-1466-0654, Hernando García, José Ignacio ORCID: https://orcid.org/0000-0002-6059-9516 and Magdalena Estirado, Eva
(2015).
Sliding collapse in masonry structures: experimental tests.
En: "CMMoST 2015: 3rd International Conference on Mechanical Models in Structural Engineering", 24-26 jun 2015, Sevilla, España. ISBN 978-84-606-9356-7. pp. 640-649.
ORCID: https://orcid.org/0000-0001-7557-3020, Aznar López, Antonio ORCID: https://orcid.org/0000-0002-1466-0654, Hernando García, José Ignacio ORCID: https://orcid.org/0000-0002-6059-9516 and Magdalena Estirado, Eva
(2015).
Sliding collapse in masonry structures: experimental tests.
En: "CMMoST 2015: 3rd International Conference on Mechanical Models in Structural Engineering", 24-26 jun 2015, Sevilla, España. ISBN 978-84-606-9356-7. pp. 640-649.
Descripción
| Título: | Sliding collapse in masonry structures: experimental tests |
|---|---|
| Autor/es: |
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| Tipo de Documento: | Ponencia en Congreso o Jornada (Artículo) |
| Título del Evento: | CMMoST 2015: 3rd International Conference on Mechanical Models in Structural Engineering |
| Fechas del Evento: | 24-26 jun 2015 |
| Lugar del Evento: | Sevilla, España |
| Título del Libro: | Full papers |
| Fecha: | Junio 2015 |
| ISBN: | 978-84-606-9356-7 |
| Materias: | |
| ODS: | |
| Palabras Clave Informales: | Non-standard limit analysis, Monte Carlo methods, Sliding collapse, Masonry structures |
| Escuela: | E.T.S. de Edificación (UPM) |
| Departamento: | Construcciones Arquitectónicas y su Control |
| Licencias Creative Commons: | Reconocimiento - Sin obra derivada - No comercial |
Resumen
Thirty-three static load tests were carried out in dry masonry walls. These walls have been subjected to their self-weight and to a horizontal load to promote a sliding failure between the blocks. The point of application of the load has been unchanged. All the walls have been constructed with the same ninety eight blocks. The disposition of the blocks have been done randomly in each of the walls to place the imperfections randomly too. The two objectives of this work have been: firstly, to obtain plenty of sliding tests which could enable to form a statistical judgment of the results, and secondly, to compare them with the results from several numerical methods commonly used, especially with the non Standard Limit Analysis (nSLA) ones.
Más información
| ID de Registro: | 45026 |
|---|---|
| Identificador DC: | https://oa.upm.es/45026/ |
| Identificador OAI: | oai:oa.upm.es:45026 |
| Depositado por: | Memoria Investigacion |
| Depositado el: | 22 Mar 2017 12:40 |
| Ultima Modificación: | 07 May 2026 11:25 |
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