Combined Finite-Discrete Element Model Simulations of Shake-Table Tests on a Full-Scale Masonry Cross Vault

References

• Abrams, D. P., O. AlShawa, P. B. Lourenço, and L. Sorrentino. 2017. Out-of-plane seismic response of unreinforced masonry walls: Conceptual discussion, research needs, and modeling issues. International Journal of Architectural Heritage 11 (1):22–30. doi:10.1080/15583058.2016.1238977.
   Web of Science ®Google Scholar
• Adam, J. P. 1994. Roman building, materials and techniques. London: Batsford.
   Google Scholar
• Alforno, M., A. Monaco, F. Venuti, and C. Calderini. 2021. “Seismic Assessment of Masonry Cross Vaults through non-linear static analyses.” COMPDYN Proceedings 2021-June. National Technical University of Athens. doi:10.7712/120121.8502.19346.
   Google Scholar
• AlShawa, O., D. Liberatore, and L. Sorrentino. 2022. Pre- and post-simulations of shake-table tests on a stone masonry building aggregate using finite-discrete elements. In Bulletin of earthquake engineering, Springer Science and Business Media B.V. 10.1007/s10518-022-01550-5
   Google Scholar
• AlShawa, O., L. Sorrentino, and D. Liberatore. 2017. Simulation of shake table tests on out-of-plane masonry buildings. Part (II): Combined finite-discrete elements. International Journal of Architectural Heritage 11 (1):79–93. doi:10.1080/15583058.2016.1237588.
   Web of Science ®Google Scholar
• Angelo, G., G. Monti, P. B. Lourenço, and G. Marcari. 2016. Design and analysis of cross vaults along history. International Journal of Architectural Heritage 10 (7):841–56. Taylor and Francis Inc. doi:10.1080/15583058.2015.1132020.
   Web of Science ®Google Scholar
• Bianchini, N., C. Calderini, N. Mendes, P. Candeias, and P. B. Lourenço. 2023a. Blind prediction competition - Sera.Ta - seismic response of masonry cross vaults: Shaking table tests and numerical validations. Zenodo. doi:10.5281/zenodo.7624666.
   Google Scholar
• Bianchini, N., C. Calderini, N. Mendes, P. Candeias, and P. B. Lourenço. 2023b. Shake table testing of an unstrengthened and strengthened with textile reinforced mortar (TRM) materials full-scale masonry cross vault. International Journal of Architectural Heritage 1–26. doi:10.1080/15583058.2023.2295900.
   Web of Science ®Google Scholar
• Bianchini, N., C. Calderini, N. Mendes, P. Candeias, and P. B. Lourenço. 2023c. Postdiction competition - Sera.Ta - seismic response of masonry cross vaults: Shaking table and numerical validations. Zenodo. doi:10.5281/zenodo.7624791.
   Google Scholar
• Bianchini, N., C. Calderini, N. Mendes, P. Candeias, and P. B. Lourenço. forthcoming. Methods and approaches for blind test predictions and post diction of ancient masonry groin vault: A numerical comparative study. International Journal of Architectural Heritage.
   Google Scholar
• Bianchini, N., N. Mendes, C. Calderini, and P. Lourenço. 2022. Effects of earthquakes with different nature on the seismic performance of masonry vaults. Procedia Structural Integrity 44:1244–51. Elsevier B.V. doi:10.1016/J.PROSTR.2023.01.160.
   Google Scholar
• Borri, A., M. Corradi, G. Castori, R. Sisti, and A. De Maria. 2019. Analysis of the collapse mechanisms of Medieval churches struck by the 2016 Umbrian earthquake. International Journal of Architectural Heritage 13 (2):215–28. doi:10.1080/15583058.2018.1431731.
   Web of Science ®Google Scholar
• Carfagnini, C., S. Baraccani, S. Silvestri, and D. Theodossopoulos. 2018. The effects of In-plane shear displacements at the springings of gothic cross vaults. Construction and Building Materials 186 (October):219–32. Elsevier Ltd. doi:10.1016/J.CONBUILDMAT.2018.07.055.
   Google Scholar
• D’Altri, A. M., G. Castellazzi, S. de Miranda, and A. Tralli. 2017. Seismic-Induced Damage in historical masonry vaults: A case-study in the 2012 emilia earthquake-stricken area. Journal of Building Engineering 13 (September):224–43. Elsevier Ltd. doi:10.1016/J.JOBE.2017.08.005.
   Google Scholar
• Damjanovic, D. 2011. Herman Bollé and restaruation of the parish (Previously pauline) church in remete after the earthquake of 1880. Croatica Christiana Periodica 68 (July):69–85.
   Google Scholar
• Felice, G. D., D. Liberatore, S. De Santis, F. Gobbin, I. Roselli, M. Sangirardi, O. AlShawa, and L. Sorrentino. 2022. Seismic behaviour of rubble masonry: Shake table test and numerical modelling. Earthquake Engineering & Structural Dynamics 51 (5):1245–66. doi:10.1002/eqe.3613.
   Web of Science ®Google Scholar
• Frézier, A. F. 1737. La Théorie et La Pratique de La Coupe de Pierres et Des Bois Pour La Construction Des Voûtes et Autres Parties Des Bâtiments Civils et Militaires, Ou Traité de Stéréotomie à l’usage de l’architecture, ed. C.-A. Jombert. Paris: Charles-Antoine Jombert/Strasbourg: Jean-Daniel Doulsseker.
   Google Scholar
• Hallquist, J. 2006. LS-DYNA theory manual. Livermore: Livermore Software Technology Corporation.
   Google Scholar
• Lança, P., P. B. Lourenço, and B. Ghiassi. 2015. Structural assessment of a masonry vault in Portugal. Proceedings of the Institution of Civil Engineers, Structures & Buildings 168 (12):915–29. Thomas Telford Services Ltd. doi:10.1680/STBU.14.00093.
   Web of Science ®Google Scholar
• Liberatore, D., C. Doglioni, O. AlShawa, S. Atzori, and L. Sorrentino. 2019. Effects of Coseismic Ground Vertical Motion on Masonry Constructions Damage during the 2016 amatrice-norcia (central Italy) earthquakes. Soil Dynamics and Earthquake Engineering 120:423–35. doi:10.1016/j.soildyn.2019.02.015.
   Web of Science ®Google Scholar
• Mercuri, M., M. Pathirage, A. Gregori, and G. Cusatis. 2022. Fracturing and collapse behavior of masonry vaulted structures: A lattice-discrete approach. Procedia Structural Integrity 44:1276–83. Elsevier B.V. doi:10.1016/J.PROSTR.2023.01.164.
   Google Scholar
• Milani, G. 2013. Lesson learned after the Emilia-Romagna, Italy, 20–29 May 2012 earthquakes: A limit analysis insight on three masonry churches. Engineering Failure Analysis 34:761–78. doi:10.1016/j.engfailanal.2013.01.001.
   Web of Science ®Google Scholar
• Munjiza, A. 2004. The combined finite-discrete element Method. the combined finite-discrete element method. Chichester, UK: John Wiley and Sons. doi:10.1002/0470020180.
   Google Scholar
• Nicoletta, B., N. Mendes, P. B. Lourenço, C. Calderini, and M. Rossi. 2019. “Seismic Assessment of Masonry Cross Vaults through Numerical Non-linear Static and dynamic analysis.” COMPDYN Proceedings 1. National Technical University of Athens: 600–12. doi:10.7712/120119.6942.18709.
   Google Scholar
• Orlandos, A. K. 1968. Les Matériaux de Construction et La Technique Architecturale Des Anciens Grecs. Vol. 2. Paris: E. de Boccard.
   Google Scholar
• Podestà, S., A. Brignola, E. Curti, S. Parodi, and A. Lemme. 2010. Damage assessment and seismic vulnerability of churches: The abruzzo earthquake. Ingegneria Sismica XXVII:21–35.
   Google Scholar
• Rossi, M., C. Calderini, I. Roselli, M. Mongelli, C. G. De, S. Lagomarsino, and S. Lagomarsino. 2020. Seismic analysis of a Masonry Cross Vault through shaking table tests: The case study of the Dey Mosque in Algiers. Earthquakes and Structures 18 (1):57–72.
   Web of Science ®Google Scholar
• Smoljanović, H., N. Živaljić, and Ž. Nikolić. 2013. A combined finite-discrete element analysis of dry stone masonry structures. Engineering Structures 52:89–100. doi:10.1016/j.engstruct.2013.02.010.
   Web of Science ®Google Scholar
• Sorrentino, L., D. Bruccoleri, and M. Antonini. 2008. “Structural interpretation of post-earthquake (19th Century) retrofitting on the Santa Maria Degli Angeli Basilica, Assisi, Italy.” In Structural Analysis of Historic Construction: Preserving Safety and Significance - Proceedings of the 6th International Conference on Structural Analysis of Historic Construction, SAHC08, July 2–4, 2008, Bath, United Kingdom, 1:217–25.
   Google Scholar
• Tirelli, G., G. Bosi, A. Galli, I. Hajdas, A. Lindroos, M. Martini, F. Maspero, M. Mazzanti, J. Olsen, L. Panzeri, et al. 2023. A chronology of ancient earthquake damage in the Modena Cathedral (Italy): Integrated dating of mortars (14C, Pollen Record) and bricks (TL). International Journal of Architectural Heritage 17 (2):326–42. Taylor and Francis Ltd. doi:10.1080/15583058.2021.1922783.
   Web of Science ®Google Scholar