- -

Analysis of the Structural Behavior of the Historical Constructions: Seismic Evaluation of the Cathedral of Valencia (Spain)

RiuNet: Repositorio Institucional de la Universidad Politécnica de Valencia

Compartir/Enviar a

Citas

Estadísticas

  • Estadisticas de Uso

Analysis of the Structural Behavior of the Historical Constructions: Seismic Evaluation of the Cathedral of Valencia (Spain)

Mostrar el registro sencillo del ítem

Ficheros en el ítem

Thumbnail
Nombre: Llopis-Pulido;Alo ...
Tamaño: 1.837Mb
Formato: PDF
Descripción: Versión del Autor.
Abrir
[Cerrado]
Nombre: InternationalJour ...
Tamaño: 2.094Mb
Formato: PDF
Descripción: Versión editorial
Solicitar una copia al autor
dc.contributor.author Llopis-Pulido, Veronica es_ES
dc.contributor.author Alonso Durá, Adolfo es_ES
dc.contributor.author Fenollosa Forner, Ernesto Jesús es_ES
dc.contributor.author Martínez Boquera, Arturo es_ES
dc.date.accessioned 2020-01-09T21:00:53Z
dc.date.available 2020-01-09T21:00:53Z
dc.date.issued 2019 es_ES
dc.identifier.issn 1558-3066 es_ES
dc.identifier.uri http://hdl.handle.net/10251/134141
dc.description.abstract [EN] Analysis of the structural behavior of the historical constructions by the damage model through mechanical characterization of the material obtained by laboratory tests. This analysis has been particularly applied to the case historical construction of the Cathedral of Valencia (Spain) which is a representative example of Mediterranean Gothic with a structure formed by two sets of diaphragmatic walls, breaking with the Central European Gothic canons. In this research we conducted laboratory tests of samples taken from the masonry, in order to use these mechanical properties of the material nonlinear numerical models so that the results will allow an accurate calibration of material behavior for both gravitational and seismic actions. The study carried out justifies the reasons behind the differences between the Mediterranean Gothic and the traditional. The necessity of the walls¿ continuity will be demonstrated by the flying buttresses that turn into authentic diaphragm walls. es_ES
dc.language Inglés es_ES
dc.publisher Taylor & Francis es_ES
dc.relation.ispartof International journal of architectural heritage (electronic) es_ES
dc.rights Reserva de todos los derechos es_ES
dc.subject Damage model es_ES
dc.subject Experimental tests es_ES
dc.subject Finite element model es_ES
dc.subject Historic building es_ES
dc.subject Pushover es_ES
dc.subject Return period es_ES
dc.subject Seismic analysis es_ES
dc.subject.classification MECANICA DE LOS MEDIOS CONTINUOS Y TEORIA DE ESTRUCTURAS es_ES
dc.title Analysis of the Structural Behavior of the Historical Constructions: Seismic Evaluation of the Cathedral of Valencia (Spain) es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.1080/15583058.2018.1497221 es_ES
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Mecánica de los Medios Continuos y Teoría de Estructuras - Departament de Mecànica dels Medis Continus i Teoria d'Estructures es_ES
dc.description.bibliographicCitation Llopis-Pulido, V.; Alonso Durá, A.; Fenollosa Forner, EJ.; Martínez Boquera, A. (2019). Analysis of the Structural Behavior of the Historical Constructions: Seismic Evaluation of the Cathedral of Valencia (Spain). International journal of architectural heritage (electronic). 13(1):205-214. https://doi.org/10.1080/15583058.2018.1497221 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion https://doi.org/10.1080/15583058.2018.1497221 es_ES
dc.description.upvformatpinicio 205 es_ES
dc.description.upvformatpfin 214 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 13 es_ES
dc.description.issue 1 es_ES
dc.relation.pasarela S\370158 es_ES
dc.description.references Boscato, G., Pizzolato, M., Russo, S., & Tralli, A. (2014). Seismic Behavior of a Complex Historical Church in L’Aquila. International Journal of Architectural Heritage, 8(5), 718-757. doi:10.1080/15583058.2012.736013 es_ES
dc.description.references Cavalagli, N., & Gusella, V. (2014). Dome of the Basilica of Santa Maria Degli Angeli in Assisi: Static and Dynamic Assessment. International Journal of Architectural Heritage, 9(2), 157-175. doi:10.1080/15583058.2014.951799 es_ES
dc.description.references Cennamo, C., Chiaia, B. M., D’Angelo, S., & Ferretti, D. (2011). Seismic Assessment and Rehabilitation of a Historical Theater Based on a Macro-Element Strategy. International Journal of Architectural Heritage, 5(3), 264-295. doi:10.1080/15583050903560256 es_ES
dc.description.references Chellini, G., Nardini, L., Pucci, B., Salvatore, W., & Tognaccini, R. (2014). Evaluation of Seismic Vulnerability of Santa Maria del Mar in Barcelona by an Integrated Approach Based on Terrestrial Laser Scanner and Finite Element Modeling. International Journal of Architectural Heritage, 8(6), 795-819. doi:10.1080/15583058.2012.747115 es_ES
dc.description.references De Matteis, G., & Mazzolani, F. M. (2010). The Fossanova Church: Seismic Vulnerability Assessment by Numeric and Physical Testing. International Journal of Architectural Heritage, 4(3), 222-245. doi:10.1080/15583050903078903 es_ES
dc.description.references EC-8. ENV 1998-4. 2004.Eurocode 8: Design of structures for earthquake resistence. Part1: General rules, seismic actions and rules for buildings. es_ES
dc.description.references Marques, R., & Lourenço, P. B. (2013). A model for pushover analysis of confined masonry structures: implementation and validation. Bulletin of Earthquake Engineering, 11(6), 2133-2150. doi:10.1007/s10518-013-9497-5 es_ES
dc.description.references Milani, G., Casolo, S., Naliato, A., & Tralli, A. (2012). Seismic Assessment of a Medieval Masonry Tower in Northern Italy by Limit, Nonlinear Static, and Full Dynamic Analyses. International Journal of Architectural Heritage, 6(5), 489-524. doi:10.1080/15583058.2011.588987 es_ES
dc.description.references Mouroux, P., & Brun, B. L. (2006). Presentation of RISK-UE Project. Bulletin of Earthquake Engineering, 4(4), 323-339. doi:10.1007/s10518-006-9020-3 es_ES
dc.description.references Orduña Bustamante, A., Roeder Carbo, G., & Peña Mondragón, F. (2007). EVALUACIÓN SÍSMICA DE CONSTRUCCIONES HISTÓRICAS DE MAMPOSTERÍA: COMPARACIÓN DE TRES MODELOS DE ANÁLISIS. Revista de Ingeniería Sísmica, (77), 71. doi:10.18867/ris.77.97 es_ES
dc.description.references Ramos, A., & León, J. (2013). Clasificación morfológica de los rellenos en el trasdós de bóvedas de fábrica. Informes de la Construcción, 65(532), 471-480. doi:10.3989/ic.12.062 es_ES
dc.description.references Roca, P., Cervera, M., Gariup, G., & Pela’, L. (2010). Structural Analysis of Masonry Historical Constructions. Classical and Advanced Approaches. Archives of Computational Methods in Engineering, 17(3), 299-325. doi:10.1007/s11831-010-9046-1 es_ES
dc.description.references Roca, P., Cervera, M., Pelà, L., Clemente, R., & Chiumenti, M. (2013). Continuum FE models for the analysis of Mallorca Cathedral. Engineering Structures, 46, 653-670. doi:10.1016/j.engstruct.2012.08.005 es_ES
dc.description.references Saloustros, S., Pelà, L., Roca, P., & Portal, J. (2015). Numerical analysis of structural damage in the church of the Poblet Monastery. Engineering Failure Analysis, 48, 41-61. doi:10.1016/j.engfailanal.2014.10.015 es_ES
dc.description.references Vargas, Y. F., Pujades, L. G., Barbat, A. H., & Hurtado, J. E. (2013). Incremental Dynamic Analysis and Pushover Analysis of Buildings. A Probabilistic Comparison. Computational Methods in Applied Sciences, 293-308. doi:10.1007/978-94-007-5134-7_17 es_ES


Este ítem aparece en la(s) siguiente(s) colección(ones)

Mostrar el registro sencillo del ítem