Issue 45

F. Brandão et alii, Frattura ed Integrità Strutturale, 45 (2018) 14-32; DOI: 10.3221/IGF-ESIS.45.02 31 [26] Santos, S. H. C., Lima, S. S. and Silva, F. C. M. (2010). Seismic Hazard for Brazilian Northeastern Region. IBRACON Structures and Materials Journal, 3(3), pp. 374-389. [27] Pinto, J. J. S. (2009). Os novos palácios da velha princesa: intervenções arquitetônicas contemporâneas no sitio histó- rico de Sobral. Master Dissertation. Federal University of Rio Grande do Norte. (in Portuguese). [28] Brazilian Association of Technical Standards. (1980). NBR 6120: Loads for design of buildings structures. Rio de Ja- neiro: ABNT, pp. 3. (in Portuguese). [29] Branco, M. E. M. (2007). Reforço Sísmico de Edifícios de Alvenaria Aplicação a edifícios “Gaioleiros”. Master Dis- sertation. Instituto Superior Técnico. (in Portuguese). [30] Neves, S. M. L. C. (2008). Análise Sísmica de um Edifício da Baixa Pombalina. Master Dissertation. Instituto Superior Técnico. (in Portuguese). [31] Italian Ministry of Infrastructures and Transport. (2008). Norme Tecniche per le Costruzioni (NTC 2008) D.M. del 14/01/2008. Rome: MIT, pp. 403 .(in Italian). [32] Delgado, J. L. (2013). Avaliação sísmica de um edifício crítico em alvenaria. Master Dissertation. Instituto Superior Técnico. (in Portuguese). [33] Frazão, M. T. B. R. F. (2013). Modelação de um edifício “gaioleiro” para avaliação e reforço sísmico. Master Disserta- tion. Instituto Superior Técnico. (in Portuguese). [34] Gentile, C. and Saisi, A. (2007). Ambient vibration testing of historic masonry towers for structural identification and damage assessment. Construction and Building Materials, 21(6), pp. 1311–1321. DOI: 10.1016/j.conbuildmat.2006.01.007. [35] Magalhães, F., Cunha, A., Caetano, E. (2012). Vibration based structural health monitoring of an arch bridge: From automated OMA to damage detection. Mechanical Systems and Signal Processing, 28, pp. 212–228. DOI: 10.1016/j.ymssp.2011.06.011. [36] Ubertini, F., Gentile, C. and Materazzi, A. L. (2013). Automated modal identification in operational conditions and its application to bridges. Engineering Structures 46, pp. 264–278. DOI: 10.1016/j.engstruct.2012.07.031 [37] Gutiérrez, W. E. S., Vélez, C. G., Szwedowicz, W. D., Bedolla, H. J. and Cortés, G. C. (2013). Identificación de mo- dos cercanos de vibración de una estructura cuasi-axisimétrica: estudio complementário. Ingeniería Investigación y Tecnología XIV(2), pp. 207-222. (in Spanish) [38] Mesquita, E., Brandão, F., Diógenes, A., Antunes, P. and Varum, H. (2017). Ambient vibrational characterization of the Nossa Senhora das Dores Church. Engineering Structures and Technologies, 9(4), pp. 170-182. DOI: 10.3846/2029882X.2017.1416311. [39] Brandão, F., Mesquita, E., Diógenes, A., Antunes, P. and Varum, H. (2018). Dynamic characterization of a heritage construction from 19 th century. IBRACON Structures and Materials Journal, 11(7), pp. 52-75. DOI: 10.1590/S1983-41952018000100004. [40] Betti, M., Boschi, S., Borghini, A., Ciavattone, A. and Vignoli, A. (2017). Comparative Seismic Risk Assessment of Basilica-type Churches. Journal of Earthquake Engineering, pp. 1-34. DOI: 10.1080/13632469.2017.1309602. [41] Brandonisio, G., Lucibello, G., Mele, E. and De Luca A. (2013). Damage and performance evaluation of masonry churches in the 2009 L’Aquila earthquake. Engineering Failure Analysis, 34, pp. 693-714. DOI: 10.1016/j.engfailanal.2013.01.021. [42] Brandonisio, G., Lucibello, G., Mazziotti, A., Mele, E. and De Luca, A. (2015). Analisi di edifici monumentali eccle- siastici sotto azioni sismiche: problemi aperti. In: XVI Convegno Nazionale “L’Ingegneria Sismica in Italia”. L’Aquila: ANIDIS, pp. 1-10. (in Italian) [43] Gattulli, V., Antonacci and E., Vestroni, F. (2013). Field Observations and Failure Analysis of the Basilica S. Maria di Collemaggio after the 2009 L’Aquila Earthquake. Engineering Failure Analysis, 34, pp. 715-734. DOI: 10.1016/j.engfailanal.2013.01.020. [44] 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. [45] Milani, G. and Valente, M. (2015). Comparative pushover and limit analyses on seven masonry churches damaged by the 2012 Emilia-Romagna (Italy) seismic events: Possibilities of non-linear finite elements compared with pre-assigned failure mechanisms. Engineering Failure Analysis, 47, pp. 129-161. DOI: 10.1016/j.engfailanal.2014.09.016. [46] Milani, G. and Valente, M. (2015b). Failure analysis of seven masonry churches severely damaged during the 2012 Emilia-Romagna (Italy) earthquake: Non-linear dynamic analyses vs conventional static approaches. Engineering Fai- lure Analysis, 54, pp. 13-56. DOI: 10.1016/j.engfailanal.2015.03.016.