Issue 45

F. Brandão et alii, Frattura ed Integrità Strutturale, 45 (2018) 14-32; DOI: 10.3221/IGF-ESIS.45.02 30 [4] Mesquita, E., Arêde, A., Pinto, N., Antunes, P. and Varum, H. (2018). Long-term monitoring of a damaged historic structure using a wireless sensor network. Engineering Structures, 161, pp. 108–117. DOI: 10.1016/j.engstruct.2018.02.013. [5] Altunisik, A. C., Adanur, S., Genc, A. F., Gunaydin, M. and Okur, F. Y. (2017). An Investigation of the Seismic Be- haviour of an Ancient Masonry Bastion Using Non-Destructive and Numerical Methods. Experimental Mechanics, 57(2), pp. 245–259. DOI: 10.1007/s11340-016-0239-x. [6] Preciado, A. (2015). Seismic vulnerability and failure modes simulation of ancient masonry towers by validated virtual finite element models. Engineering Failure Analysis. 57, pp. 72–87. DOI:10.1016/j.engfailanal.2015.07.030. [7] Theodossopoulos, D. and Sinha, B. (2013). A review of analytical methods in the current design processes and as- sessment of performance of masonry structures. Construction and Building Materials, 41, pp. 990–1001. DOI: 10.1016/j.conbuildmat.2012.07.095. [8] Clementi, F., Gazzani, V., Poiani, M. and Lenci, S. (2016). Assessment of seismic behaviour of heritage masonry buildings using numerical modeling. Journal of Building Engineering, 8, pp. 29–47. DOI:10.1016/j.jobe.2016.09.005. [9] Ortega, J., Vasconcelos, G., Lourenço, P. B., Rodrigues, H. and Varum, H. ed., (2015). Seismic vulnerability of ver- nacular buildings in urban centres-the case of Vila Real de Santo António. In: Seismic Retrofitting: Learning from Vernacular Architecture. London: Taylor and Fracis Group. pp. 219-226. [10] Ceroni, F., Pecce, M., Sica, S. and Garofano, A. (2012). Assessment of Seismic Vulnerability of a Historical Masonry Building, Buildings. 2(3), pp. 332-358. DOI: 10.3390/buildings2030332. [11] Endo, Y., Pelà, L., Roca, P., Porto, F. and Modena, C. (2015). Comparison of seismic analysis methods applied to a historical church struck by 2009 L’Aquila earthquake. Bulletin of Earthquake Engineering, 13(12), pp. 3749–3778. DOI: 10.1007/s10518-015-9796-0. [12] Wong, K. K. F. (2011). Seismic Applications of Nonlinear Response Spectra Based on the Theory of Modal Analysis. Procedia Engineering, 14, pp. 1645–1652. DOI: 10.1016/j.proeng.2011.07.207. [13] Facchini, L. and Betti, M. (2017). Time-history analysis of slender masonry towers: a parametric study on the reliabil- ity of a simplified Bouc and Wen approach. Meccanica, 52(13), pp. 3181–3196. DOI: 10.1007/s11012-017-0671-8. [14] Betti, M. and Vignoli, A. (2011). Numerical Assessment of the Static and Seismic Behaviour of the Basilica of Santa Maria all’Impruneta (Italy). Construction and Building Materials, 25(12), pp. 4308-4324. DOI: 10.1016/j.conbuildmat.2010.12.028. [15] Castellazzi, G., Gentilini, C. and Nobile, L. (2013). Seismic vulnerability assessment of a historical church: limit analy- sis and nonlinear finite element analysis. Advances in Civil Engineering, 2013, pp. 4308-4324. DOI: 10.1155/2013/517454. [16] Milani, G. (2013). Lesson learned after the Emilia Romagna, Italy, 20–29 May 2012 earthquakes: a limit analysis in- sight on three masonry churches. Engineering Failure Analysis, 34, pp. 761-768. DOI: 10.1016/j.engfailanal.2013.01.001. [17] Teixeira, W., Fairchild, T. R., Toledo, M. C. M. de and Taioli, F. (2000). Decifrando a terra. São Paulo: Oficina de Textos. (in Portuguese). [18] Veloso, J. A. V. (2012). O terremoto que mexeu com o Brasil. Brasília: Thesaurus. (in Portuguese). [19] Assumpção, M., Pirchiner, M., Dourado, J. C. and Barros, L. V. (2016). Terremotos no Brasil: Preparando-se para Eventos Raros. Bulletin of Brazilian Society of Geophysics. [online]. Available at: https://sbgf.org.br/home/images/Boletim_96-2016.pdf [Accessed 31 Jun. 2018]. (in Portuguese). [20] Brazilian Association of Technical Standards. (2006). NBR 15421: Design of seismic resistant structures- Procedure. Rio de Janeiro: ABNT, pp. 7. (in Portuguese). [21] Oliveira, P. H. S. (2015). Sismicidade e esforços tectônicos na Zona Sísmica Acaraú, Nordeste do Brasil. PhD Thesis. Federal University of Rio Grande do Norte. (in Portuguese). [22] Betti, M., Galano, L. and Vignoli, A. ed., (2016). Finite element modelling for seismic assessment of historic masonry buildings. In: Earthquakes and their impact on society. Cham: Springer. p. 377–415. DOI: 10.1007/978-3-319-21753-6_14. [23] Betti, M., Galano, L. and Vignoli, A. (2008). Seismic response of masonry plane walls: a numerical study on spandrel strength. In: Seismic Engineering Conference Commemorating the 1908 Messina and Reggio Calabria Earthquake. Reggio Calabria: American Institute of Physics, pp. 787-794. DOI: 10.1063/1.2963915. [24] Parisenti, R. (2011). Estudo de análise dinâmica e métodos da NBR-15421 para o projeto de edifícios submetidos a sismos. Master Dissertation. Federal University of Santa Catarina. (in Portuguese). [25] Oliveira, P. H. S. (2010). Estudo da sismicidade na região de Sobral-CE em 2008. Master Dissertation. Federal Uni- versity of Rio Grande do Norte. (in Portuguese).