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
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
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
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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
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
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
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
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
EC-8. ENV 1998-4. 2004.Eurocode 8: Design of structures for earthquake resistence. Part1: General rules, seismic actions and rules for buildings.
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
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
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
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
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
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
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
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
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
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