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Refined Element Discontinuous Numerical Analysis of Dry-Contact Masonry Arches

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Refined Element Discontinuous Numerical Analysis of Dry-Contact Masonry Arches

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Pérez-Aparicio, JL.; Bravo, R.; Ortiz Rossini, P. (2013). Refined Element Discontinuous Numerical Analysis of Dry-Contact Masonry Arches. Engineering Structures. 48:578-587. https://doi.org/10.1016/j.engstruct.2012.09.027

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/74274

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Title: Refined Element Discontinuous Numerical Analysis of Dry-Contact Masonry Arches
Author: Pérez-Aparicio, José L. Bravo, R. Ortiz Rossini, Pablo
UPV Unit: Universitat Politècnica de València. Escuela Técnica Superior de Ingeniería del Diseño - Escola Tècnica Superior d'Enginyeria del Disseny
Issued date:
Abstract:
The behavior of buried masonry arches is studied in this article using the Discontinuous Deformation Analysis (DDA), a numerical method that allows for the physical simulation of the intrinsic structure dis- continuities ...[+]
Subjects: Dry masonry , Discontinuous Deformation Analysis , Contact , Friction , Oval arch , Vault , Collapse , Hinges
Copyrigths: Reserva de todos los derechos
Source:
Engineering Structures. (issn: 0141-0296 )
DOI: 10.1016/j.engstruct.2012.09.027
Publisher:
Elsevier
Publisher version: http://dx.doi.org/10.1016/j.engstruct.2012.09.027
Project ID:
info:eu-repo/grantAgreement/MFOM//2004%2F38/
info:eu-repo/grantAgreement/MICINN//BIA2008-00522/ES/SIMULACION DE FLUJOS CON INTERFASES DE FLUIDOS Y MATERIALES FRICCIONALES EN HIDRAULICA/
info:eu-repo/grantAgreement/UPV//PAID-05-10-2674/
Thanks:
J.L. Perez-Aparicio, R. Bravo were partially supported by the MFOM I+D (2004/38), all authors by MICIIN #BIA-2008-00522 and the first also by Polytechnic University of Valencia under Grant PAID 05-10-2674.
Type: Artículo

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