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Analytical method for the assessment of unreinforced brick masonry walls subjected to eccentric compressive loads
dc.contributor.author | Bernat Masó, Ernest |
dc.contributor.author | Gil Espert, Lluís |
dc.contributor.author | Roca Fabregat, Pedro |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental |
dc.date.accessioned | 2016-04-14T14:50:42Z |
dc.date.available | 2016-12-30T01:30:27Z |
dc.date.issued | 2014-12-30 |
dc.identifier.citation | Bernat, E., Gil, L., Roca, P. Analytical method for the assessment of unreinforced brick masonry walls subjected to eccentric compressive loads. "Construction & building materials", 30 Desembre 2014, vol. 73, p. 180-186. |
dc.identifier.issn | 0950-0618 |
dc.identifier.uri | http://hdl.handle.net/2117/85699 |
dc.description.abstract | Slender unreinforced masonry walls are likely to fail due to mechanism formation when they are subjected to eccentric compression loads causing second order bending effects. A practical analytical formulation is herein presented to provide an accurate calculation tool for these cases. The proposed method is compared with Eurocode-6, ACI-530, Southwell Plot method (semi empiric), a Finite Element Analysis and experimental tests. The results show that the proposed method and ACI-530 are accurate at calculating the load-bearing capacity of the most slender walls and the less slender cases respectively. The Southwell Plot method achieves the best performance although its applicability is limited. |
dc.format.extent | 7 p. |
dc.language.iso | eng |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/3.0/es/ |
dc.subject | Àrees temàtiques de la UPC::Enginyeria dels materials |
dc.subject.lcsh | Brick houses |
dc.subject.lcsh | Stability |
dc.subject.lcsh | Strength of materials |
dc.subject.other | Brick masonry |
dc.subject.other | Analytical formulation |
dc.subject.other | Second order bending |
dc.subject.other | Standards |
dc.subject.other | Stability |
dc.subject.other | Strength |
dc.subject.other | Deformability |
dc.subject.other | Buidings |
dc.subject.other | Behavior |
dc.subject.other | Columns |
dc.subject.other | Panels |
dc.title | Analytical method for the assessment of unreinforced brick masonry walls subjected to eccentric compressive loads |
dc.type | Article |
dc.subject.lemac | Construccions de maó |
dc.subject.lemac | Estabilitat |
dc.subject.lemac | Resistència de materials |
dc.contributor.group | Universitat Politècnica de Catalunya. LITEM - Laboratori per a la Innovació Tecnològica d'Estructures i Materials |
dc.contributor.group | Universitat Politècnica de Catalunya. ATEM - Anàlisi i Tecnologia d'Estructures i Materials |
dc.identifier.doi | 10.1016/j.conbuildmat.2014.09.105 |
dc.description.peerreviewed | Peer Reviewed |
dc.relation.publisherversion | http://www.sciencedirect.com/science/article/pii/S0950061814011210 |
dc.rights.access | Open Access |
local.identifier.drac | 15360500 |
dc.description.version | Postprint (author's final draft) |
local.citation.author | Bernat, E.; Gil, L.; Roca, P. |
local.citation.publicationName | Construction & building materials |
local.citation.volume | 73 |
local.citation.startingPage | 180 |
local.citation.endingPage | 186 |
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