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 |