Modelling of the Dynamic Response of a Full-Scale Masonry Groin Vault: Unstrengthened and Strengthened with Textile-Reinforced Mortar (TRM)

References

• Alejo Guerra, L. E., N. Mendes, P. B. Lourenço, and G. Martínez. 2021. Protecting the historic buildings of Mexico: The barrel vault of San Agustin Church in Morelia. Journal of Performance of Constructed Facilities 35:2. doi:10.1061/(ASCE)CF.1943-5509.0001556
   Web of Science ®Google Scholar
• Allahvirdizadeh, R., D. V. Oliveira, and R. A. Silva. 2019. Numerical modeling of the seismic out-of-plane response of a plain and TRM-Strengthened rammed earth subassembly. Engineering Structures 193 (May):43–56. doi:10.1016/j.engstruct.2019.05.022.
   Google Scholar
• Bertolesi, E., B. Torres, J. M. Adam, P. A. Calderón, and J. J. Moragues. 2020. Effectiveness of textile reinforced mortar (TRM) materials for the repair of full-scale timbrel masonry cross vaults. Engineering Structures 220 (April):110978. doi:10.1016/j.engstruct.2020.110978.
   Google Scholar
• Bianchini, N., C. Calderini, N. Mendes, P. Xavier Candeias, and P. B. Lourenço. 2023. Postdiction competition - Sera.Ta - seismic response of masonry cross vaults: Shaking table tests and numerical validations. Zenodo 2023. doi:10.5281/zenodo.7624791.
   Google Scholar
• Bianchini, N., N. Mendes, C. Calderini, P. Candeias, and P. B. Lourenço. 2023. Shaking table testing of an unstrengthened and strengthened with textile reinforced mortar (TRM) 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., N. Mendes, P. Xavier Candeias, C. Calderini, M. Rossi, and P. B. Lourenço. 2022. Seismic response of a small-scale masonry groin vault: Experimental investigation by performing quasi-static and shake table tests. Bulletin of Earthquake Engineering 1–23. doi:10.1007/s10518-021-01280-0.
   Web of Science ®Google Scholar
• Bianchini, N., M. Nuno, P. B. Lourenço, C. Calderini, and R. Michela 2019. “Seismic assessment of masonry cross vaults through numerical nonlinear static and dynamic analysis.” In COMPDYN 2019 7th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, ed. M. Papadrakakis, and M. Fragiadakis, 600–12. Crete, Greece. doi:10.7712/120119.6942.18709.
   Google Scholar
• Breymann, G. A. 1885. Costruzioni in Pietra e Strutture Murali. In Costruzione Dei Coperti in Pietra Naturale Ed in Mattoni. (in Italian). Stoccarda: Biblioteca Internazionale dell’Ingegnere.
   Google Scholar
• Creazza, G., M. Renato, S. Anna, and V. Renato. 2000. Analyses of masonry vaulted structures by using 3D damage Model. In ECCOMAS 2000 European Congress on computational methods in applied sciences and engineering, ed. E. Oñate, K. Morgan, J. Periaux, and E. Stein, Vol. 128, 646. Barcelona. doi:10.1061/(ASCE)0733-9445(2002)128:5(646).
   Google Scholar
• DIANA 10.5. 2022. Finite element modelling software. Delft, Netherlands.
   Google Scholar
• Doran, B., N. Yuzer, S. Aktan, D. Oktay, and S. Ulukaya. 2020. Numerical modeling of traditional masonry walls strengthened with grout injection. International Journal of Architectural Heritage 14 (10):1517–32. doi:10.1080/15583058.2019.1618970.
   Web of Science ®Google Scholar
• Faccioli, E., and P. Roberto. 2005. Elementi Di Sismologia Applicata All’ingegneria. Bologna: Pitagora. (In Italian).
   Google Scholar
• Fang, D. L., R. K. Napolitano, T. L. Michiels, and M. Sigrid. 2018. Assessing the stability of unreinforced masonry arches and vaults: A comparison of analytical and numerical strategies. International Journal of Architectural Heritage 13 (5):648–62. doi:10.1080/15583058.2018.1463413.
   Web of Science ®Google Scholar
• Faria, R. 1994. Evaluation of the seismic behaviour of concrete dams via continuum damage Model. Portugal: University of Porto.
   Google Scholar
• Fernandes, F. M., P. B. Lourenço, and F. Castro. 2010. Ancient clay bricks : Manufacture and properties. In Materials, technologies and practice in historic heritage structures, ed. M. B. Dan, 1st, Springer. doi:10.1007/978-90-481-2684-2
   Google Scholar
• Fitchen, J. 1961. The construction of gothic cathedrals. Phoenix ed. Chicago: The University of Chicago Press.
   Google Scholar
• Foti, D., C. Mazzotti, and M. Savoia. 2015. Structural behaviour of historical stone arches and vaults: Experimental tests and numerical analyses. Key Engineering Materials 2:43–48. doi:10.4028/www.scientific.net/KEM.628.43.
   Google Scholar
• Gaetani, A. 2016. Seismic Performance of Masonry Cross Vaults : Learning from Historical Developments and Experimental Testing. PhD Thesis, University of Minho.
   Google Scholar
• Giresini, L., C. Butenweg, M. Andreini, A. De Falco, and M. Sassu. 2014. “Numerical calibration of macro-element for vaulted systems in historic churches.” In 9th International Conference on Structural Analysis of Historical Constructions, ed. F. Peña, and M. Chávez, 14–17. Mexico City, Mexico.
   Google Scholar
• Gobbin, F., G. de Felice, and J. V. Lemos. 2020. A discrete element Model for masonry vaults strengthened with externally bonded reinforcement. International Journal of Architectural Heritage 15 (12):1959–72. doi:10.1080/15583058.2020.1743792.
   Web of Science ®Google Scholar
• Gomes, J. P., and J. V. Lemos. 2020. Characterization of the dynamic behavior of a concrete arch dam by means of forced vibration tests and numerical models. Earthquake Engineering and Structural Dynamics 49:679–94. doi:10.1002/eqe.3259.
   Web of Science ®Google Scholar
• Grillanda, N., A. Chiozzi, G. Milani, and A. Tralli. 2020. Efficient meta-heuristic mesh adaptation strategies for NURBS upper–bound limit analysis of curved three-dimensional masonry structures. Computers and Structures 236:106271. doi:10.1016/j.compstruc.2020.106271.
   Google Scholar
• Heyman, J. 1995. The stone skeleton: Structural engineering of masonry architecture. 2nd Edited by. Cambridge: Cambridge University Press. doi:10.1016/0020-7683(66)90018-7.
   Google Scholar
• Itasca Consulting Group, Inc. 2019a. 3DEC 7.0—three-Dimensional distinct element code. Minneapolis, MN.
   Google Scholar
• Itasca Consulting Group, Inc. 2019b. 3DEC online manual. 3DEC Manual.
   Google Scholar
• Lemos, J. V. 2007. Discrete element modeling of masonry structures. International Journal of Architectural Heritage 1:190–213. doi:10.1080/15583050601176868.
   Web of Science ®Google Scholar
• Lemos, J. V., G. Francesca, F. Tamás, and S. Vasilis. 2022. Discrete element modelling of masonry arch bridges, arches and vaults. In From corbel arches to double curvature vaults: Analysis, conservation and restoration of architectural heritage masonry structures, ed. G. Milani, and V. Sarhosis, 233–56. Cham: Springer International Publishing. doi:10.1007/978-3-031-12873-8_5.
   Google Scholar
• Lengyel, G. 2017. Discrete element analysis of gothic masonry vaults for self-weight and horizontal support displacement. Engineering Structures 148:195–209. doi:10.1016/j.engstruct.2017.06.014.
   Web of Science ®Google Scholar
• Lengyel, G., and K. Bagi. 2015. Numerical analysis of the mechanical role of the ribs in groin vaults. Computers and Structures 158:42–60. doi:10.1016/j.compstruc.2015.05.032.
   Google Scholar
• Lengyel, G., and R. Károly Németh. 2018. The mechanical behavior of ribs in masonry groin vaults subjected to seismic load. International Journal of Architectural Heritage 13 (6):886–900. doi:10.1080/15583058.2018.1491652.
   Web of Science ®Google Scholar
• Lourenço, P. B. 1996. Computational Strategies for Masonry Structures. PhD thesis, Delft University of Technology. doi:10.1080/90-407-1221-2.
   Google Scholar
• Lourenço, P. B., and A. Gaetani. 2022. Finite element analysis for building assessment: Advanced use and practical recommendations. New York: Taylor & Francis Group.
   Google Scholar
• Lourenço, P. B., and J. M. Pereira. 2018. Recommendations for advanced modeling of historic earthen sites: Seismic retrofitting project research report. Los Angeles, CA: Getty Conservation Institute.
   Google Scholar
• Mcinerney, J., and M. J. Dejong. 2015. Discrete Element Modeling of Groin Vault Displacement Capacity. International Journal of Architectural Heritage 9 (8):1037–49. doi:10.1080/15583058.2014.923953.
   Web of Science ®Google Scholar
• McNeel Robert, A. 2008. Rhinoceros NURBS modeling for Windows.
   Google Scholar
• Mehrotra, A. 2018. A computational tool for seismic collapse assessment of masonry structures. no December.
   Google Scholar
• Mehrotra, A., A. Arede, and M. J. Dejong. 2015. Discrete element modeling of a post-tensioned masonry arch. Civil-Comp Proceedings 1–16. doi:10.4203/ccp.108.49.
   Google Scholar
• Mele Van, T., J. McInerney, M. J. Dejong, and P. Block. 2012. Physical and computational discrete modelling of masonry vault collapse. In Structural Analysis of Historical Constructions, ed. J. Jasieńko, 2552–60. Wrocław: Jerzy Jasieńko (Ed.).
   Google Scholar
• Mendes, N. 2012. Seismic Assessment of Ancient Masonry Buildings : Shaking Table Tests and Numerical Analysis. PhD thesis, University of Minho.
   Google Scholar
• Mendes, N., and P. B. Lourenço. 2014. Sensitivity analysis of the seismic performance of existing masonry buildings. Engineering Structures 80:137–46. doi:10.1016/j.engstruct.2014.09.005.
   Web of Science ®Google Scholar
• Milani, G. 2022. Simple lower bound limit analysis Model for masonry double curvature structures. Computers and Structures 269:106831. doi:10.1016/j.compstruc.2022.106831.
   Google Scholar
• Milani, G., E. Milani, and A. Tralli. 2009. Upper bound limit analysis model for FRP-Reinforced masonry curved structures. Part I: Unreinforced masonry failure surfaces. Computers and Structures 87 (23–24):1534–58. doi:10.1016/j.compstruc.2009.07.010.
   Google Scholar
• Milani, G., M. Valente, M. Fagone, T. Rotunno, and C. Alessandri. 2019. Advanced non-linear numerical modeling of masonry groin vaults of major historical importance: St John Hospital Case Study in Jerusalem. Engineering Structures 194 (May):458–76. doi:10.1016/j.engstruct.2019.05.021.
   Google Scholar
• Ministero delle Infrastrutture e Trasporti. 2019. Circolare esplicativa delle norme tecniche per le costruzioni. issued 2019.
   Google Scholar
• Parisse, F., S. Cattari, R. Marques, B. L. Paulo, G. Magenes, K. Beyer, M. K. Bruno Calderoni, D. Malomo, C. Filippo Manzini, M. A. Erberik, et al. 2021. Benchmarking the Seismic Assessment of Unreinforced Masonry Buildings from a Blind Prediction Test. Structures 31:982–1005. doi:10.1016/j.istruc.2021.01.096.
   Web of Science ®Google Scholar
• Pasquale Di, S. 1996. L’arte Del Costruire. Tra Conoscenza e Scienza. Venezia: Marsilio.
   Google Scholar
• Pastor, M., M. Binda, and T. Harčarik. 2012. Modal assurance criterion. Procedia Engineering 48:543–48. doi:10.1016/j.proeng.2012.09.551.
   Google Scholar
• Pulatsu, B. 2023. Coupled elasto-softening contact models in DEM to predict the in-plane response of masonry walls. Computational Particle Mechanics 10 (6):1759–70. doi:10.1007/s40571-023-00586-x.
   Web of Science ®Google Scholar
• Pulatsu, B., E. Erdogmus, P. B. Lourenço, J. V. Lemos, and J. Hazzard. 2020. Discontinuum analysis of the fracture mechanism in masonry prisms and wallettes via discrete element method. Meccanica 55:505–23. doi:10.1007/s11012-020-01133-1.
   Web of Science ®Google Scholar
• Pulatsu, B., E. Erdogmus, P. B. Lourenço, J. V. Lemos, and K. Tuncay. 2020. Simulation of the In-Plane Structural Behavior of Unreinforced Masonry Walls and buildings using DEM. Structures 27:2274–87. doi:10.1016/j.istruc.2020.08.026.
   Web of Science ®Google Scholar
• Pulatsu, B., S. Gonen, P. B. Lourenço, J. V. Lemos, and J. Hazzard. 2023. Computational investigations on the combined shear–torsion–bending behavior of dry-joint masonry using DEM. Computational Particle Mechanics 10:249–60. doi:10.1007/s40571-022-00493-7.
   Web of Science ®Google Scholar
• Ramaglia, G., G. Piero Lignola, A. Balsamo, A. Prota, and G. Manfredi. 2017. Seismic strengthening of masonry vaults with abutments using textile-reinforced mortar. Journal of Composites for Construction 21 (2):04016079. doi:10.1061/(asce)cc.1943-5614.0000733.
   Web of Science ®Google Scholar
• Rickstal Van, F. 2000. Grout injection of masonry, scientific approach and modeling.
   Google Scholar
• Roca, P., M. Cervera, G. Gariup, and L. Pelà. 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.
   Web of Science ®Google Scholar
• Rolla, E. 1869. “Cenni Sulle Volte (in Italian).” Master thesis, Università di Torino.
   Google Scholar
• Selby, R. G., and F. J. Vecchio. 1997. A constitutive Model for analysis of reinforced concrete solids. Canadian Journal of Civil Engineering 24 (3):460–70. doi:10.1139/l96-135.
   Web of Science ®Google Scholar
• Senthivel, R., and B. L. Paulo. 2009. Finite element modelling of deformation characteristics of historical stone masonry shear walls. Engineering Structures 31 (9):1930–43. doi:10.1016/j.engstruct.2009.02.046.
   Web of Science ®Google Scholar
• Smoljanović, H., Ž. Nikolić, and N. Živaljić. 2015. A finite-discrete element Model for dry stone masonry structures strengthened with steel clamps and bolts. Engineering Structures 90:117–29. doi:10.1016/j.engstruct.2015.02.004.
   Web of Science ®Google Scholar
• Szołomicki, J. P., P. Berkowski, and J. Barański. 2014. Computer Modelling of Masonry Cross vaults strengthened with fi ber reinforced polymer strips. Archives of Civil and Mechanical Engineering 15 (3): 1–16. doi:10.1016/j.acme.2014.05.006.
   Web of Science ®Google Scholar
• Tralli, A., C. Alessandri, and G. Milani. 2014. Computational methods for masonry vaults: A review of recent results. The Open Civil Engineering Journal 8 (1):272–87. doi:10.2174/1874149501408010272.
   Google Scholar
• Ungewitter, G. G., and K. Mohrmann. 1890. Lehrbuch Der Gotischen Konstruktionen. 3rd ed. Leipzig: Weigel.
   Google Scholar