Study of the influence of different parameters on the buckling behaviour of masonry walls

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dc.contributor.authorSandoval, Cristian
dc.contributor.authorRoca, Pere
dc.date.accessioned2024-01-10T13:43:41Z
dc.date.available2024-01-10T13:43:41Z
dc.date.issued2012
dc.description.abstractA study of the influence and interaction of the main parameters involved on the buckling behaviour of masonry walls subjected to vertical loading is presented. For this purpose, the effects of the variation of the slenderness ratio, the eccentricity of applied load, the stiffness of the wall and the tensile strength of the unit-mortar interface on the load bearing capacity of masonry walls are analyzed by means of a numerical model based on the micro-modelling approach.
dc.description.abstractThe study has confirmed the possibility of describing the combined effect of both slenderness and stiffness by means of a single non-dimensional parameter. In addition, the research shows that, in the case of slender walls, the tensile strength of the unit-mortar interface may influence significantly on the maximum load eccentricity that the walls can resist. The paper also includes a comparison of the results obtained in the parametric study carried out with the analytical method provided by EN 1996-1-1:2005. (C) 2012 Elsevier Ltd. All rights reserved.
dc.description.funderSpanish Ministry of Science and Innovation
dc.fechaingreso.objetodigital2024-04-02
dc.format.extent12 páginas
dc.fuente.origenWOS
dc.identifier.doi10.1016/j.conbuildmat.2012.04.053
dc.identifier.eissn1879-0526
dc.identifier.issn0950-0618
dc.identifier.urihttps://doi.org/10.1016/j.conbuildmat.2012.04.053
dc.identifier.urihttps://repositorio.uc.cl/handle/11534/78721
dc.identifier.wosidWOS:000309493700108
dc.information.autorucIngeniería;Sandoval C ;S/I;1010864
dc.language.isoen
dc.nota.accesocontenido parcial
dc.pagina.final899
dc.pagina.inicio888
dc.publisherELSEVIER SCI LTD
dc.revistaCONSTRUCTION AND BUILDING MATERIALS
dc.rightsacceso restringido
dc.subjectBrick masonry wall
dc.subjectLoad-bearing capacity
dc.subjectBuckling failure
dc.subjectMicro-modelling
dc.subjectTensile strength
dc.subjectMasonry stiffness
dc.subjectCOMPRESSIVE STRENGTH
dc.subjectSTABILITY
dc.subject.ods11 Sustainable Cities and Communities
dc.subject.odspa11 Ciudades y comunidades sostenibles
dc.titleStudy of the influence of different parameters on the buckling behaviour of masonry walls
dc.typeartículo
dc.volumen35
sipa.codpersvinculados1010864
sipa.indexWOS
sipa.indexScopus
sipa.trazabilidadCarga SIPA;09-01-2024
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