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Collapse of a Masonry Wall in an Industrial Building: Diagnosis by Numerical Modeling

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Collapse of a Masonry Wall in an Industrial Building: Diagnosis by Numerical Modeling

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Nombre: JUAN JOSE DEL COZ ...
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dc.contributor.author Coz Díaz, J. J. del es_ES
dc.contributor.author Adam Martínez, José Miguel es_ES
dc.contributor.author Lozano Martínez-Luengas, A. es_ES
dc.contributor.author Álvarez Rabanal, F. P. es_ES
dc.date.accessioned 2015-02-03T10:16:04Z
dc.date.available 2015-02-03T10:16:04Z
dc.date.issued 2013-02
dc.identifier.issn 0887-3828
dc.identifier.uri http://hdl.handle.net/10251/46663
dc.description.abstract This paper presents the analysis of a failure involving the partial collapse of a masonry wall made of precast concrete blocks in an industrial building as a result of the action of the wind. A field survey was carried out to investigate the origin of the failure, which pointed to defective building practices as the possible cause. At the same time, complementary numerical modeling was performed to simulate the coupled fluidstructure behavior, as well as a parametric study and optimization based on Design of Experiments (DOE) to determine the influence of the principal variables in the wall behavior in the presence of wind loads. The lessons learned in the course of the study are explained in the final section. DOI: 10.1061/(ASCE)CF.1943-5509.0000310. (C) 2013 American Society of Civil Engineers. es_ES
dc.description.sponsorship The authors express deep gratitude to the GICONSIME Research Group at Oviedo University for their useful assistance. We thank Swanson Analysis Inc. for the use of ANSYS University Research program. This work was partially financed by the Spanish Ministry of Education and Science by means of the BIA2008-00058 Research Project and by the Gijon City Council by means of the scholarship granted to the student Abel Obeso Muniz, ref. SV-11-GIJON-4 IUTA. en_EN
dc.language Inglés es_ES
dc.publisher American Society of Civil Engineers es_ES
dc.relation.ispartof Journal of Performance of Constructed Facilities es_ES
dc.rights Reserva de todos los derechos es_ES
dc.subject Wind forces es_ES
dc.subject Masonry es_ES
dc.subject Numerical analysis es_ES
dc.subject Fluid-structure interactions es_ES
dc.subject Structural failures es_ES
dc.subject.classification INGENIERIA DE LA CONSTRUCCION es_ES
dc.title Collapse of a Masonry Wall in an Industrial Building: Diagnosis by Numerical Modeling es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1061/(ASCE)CF.1943-5509.0000310
dc.relation.projectID info:eu-repo/grantAgreement/Ayuntamiento de Gijón//SV-11-GIJON-4 IUTA/ es_ES
dc.relation.projectID info:eu-repo/grantAgreement/MICINN//BIA2008-00058/ES/ESTUDIO Y OPTIMIZACION DEL COMPORTAMIENTO HIGRO-TERMICO DE NUEVOS TIPOS DE BLOQUES HUECOS ELABORADOS EN BASE A HORMIGONES LIGEROS PARA SU EMPLEO EN SUELOS Y PAREDES/ es_ES
dc.rights.accessRights Cerrado es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil es_ES
dc.description.bibliographicCitation Coz Díaz, JJD.; Adam Martínez, JM.; Lozano Martínez-Luengas, A.; Álvarez Rabanal, FP. (2013). Collapse of a Masonry Wall in an Industrial Building: Diagnosis by Numerical Modeling. Journal of Performance of Constructed Facilities. 27(1):65-76. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000310 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion http://dx.doi.org/10.1061/(ASCE)CF.1943-5509.0000310 es_ES
dc.description.upvformatpinicio 65 es_ES
dc.description.upvformatpfin 76 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 27 es_ES
dc.description.issue 1 es_ES
dc.relation.senia 261008
dc.contributor.funder Ministerio de Ciencia e Innovación es_ES
dc.contributor.funder Ayuntamiento de Gijón es_ES


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