Issue 46

L. Giresini et alii, Frattura ed Integrità Strutturale, 46 (2018) 178-189; DOI: 10.3221/IGF-ESIS.46.17 189 [7] Rovero, L., Alecci, V., Mechelli, J., Tonietti, U. and De Stefano, M. (2016). Masonry walls with irregular texture of L'Aquila (Italy) seismic area: validation of a method for the evaluation of masonry quality, Journal of Materials and Structures, 49, pp. 2297-2314. DOI: 10.1617/s11527-015-0650-2. [8] Baggio, C., Bernardini, A., Colozza, R., Corazza, L., Della Bella, M., Di Pasquale, G., Dolce, M., Goretti, A., Martinelli, A., Orsini, G., Papa, F. and Zuccaro, G. (2007). Field manual for post-earthquake damage and safety assessment and short term countermeasures (AeDES). In: Pinto AV, Taucer F (eds) European Commission—Joint Research Centre— Institute for the Protection and Security of the Citizen, EUR 22868 EN-2007. [9] Barbat, A.H., Carreno, M.L., Pujades, L.G., Lantada, N., Cardona, O.D. and Marulanda, M.C. (2010). Seismic vulnerability and risk evaluation methods for urban areas. A review with application to a pilot area. Structure and Infrastructure Engineering, 6(1-2), pp. 17-38. [10] Dong, L. and Shan, J. (2013). A comprehensive review of earthquake induced building damage detection with remote sensing techniques. ISPRS Journal of Photogrammetry and Remote Sensing, 84, pp. 85-99. [11] Formisano, A., Marzo, A., Marghella, G. and Indirli, M. (2016). Seismic vulnerability assessment methods applied to the historic built-up of Arsita within the 2009 post-earthquake reconstruction plan. International Journal of Sustainable Materials and Structural Systems, 2 (3), pp. 262-282. [12] Lourenco, P.B. and Roque, J.A. (2006). Simplified indexes for the seismic vulnerability of ancient masonry buildings. Construction and Building Materials, 20 (4), pp .200-208. [13] Tertulliani, A., Leschiutta, I., Bordoni, P. and Milana, G. (2012). Damage Distribution in L’Aquila City (Central Italy) during the 6 April 2009 Earthquake. Bull. Seismol. Soc. Am., 102(4), pp. 1543–1553, DOI: 10.1785/0120110205. [14] Regione Marche, Rilevamento della vulnerabilità sismica degli edifici: istruzioni per la compilazione della scheda di 2° livello - Muratura, D.G.R. n. 712 del 4 aprile 2001. [15] Casapulla, C., Giresini, L. and Lourenço, P.B. (2017). Rocking and Kinematic Approaches for Rigid Block Analysis of Masonry Walls: State of the Art and Recent Developments, Buildings 7(3), pp. 69; DOI: 10.3390/buildings7030069. [16] Giresini, L., Casapulla C., Denysiuk R., Matos J. and Sassu M. (2018). Fragility curves for free and restrained rocking masonry façades in one-sided motion, Engineering Structures, 164, pp.195-213; DOI: 10.1016/j.engstruct.2018.03.003. [17] Giresini, L. (2017) Design strategy for the rocking stability of horizontally restrained masonry walls, COMPDYN 2017 6th ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering M. Papadrakakis, M. Fragiadakis (eds.) Rhodes Island, Greece, 15–17 June 2017. [18] Casapulla, C. and Argiento L.U. (2018). In-plane frictional resistances in dry block masonry walls and rocking-sliding failure modes revisited and experimentally validated. Composites Part B: Engineering 132, pp. 197-213. DOI: 10.1016/j.compositesb.2017.09.013. [19] Casapulla, C. and Maione A. (2016). Formulating the torsion strength of dry-stacked stone blocks by comparing convex and concave contact formulations and experimental results. Indian Journal Of Science & Technology, pp. 1-7. DOI: 10.17485/ijst/2016/v9i46/107346. [20] Andreini, M., De Falco, A., Giresini, L. and Sassu, M. (2013). Collapse of the historic city walls of Pistoia (Italy): causes and possible interventions. In: Advances in Civil Structures. Applied Mechanics and Materials, 352, pp. 1389-1392. DOI: 10.4028 /www.scientific.net/ AMM.351-352.1389. [21] Giresini, L., Sassu, M., Butenweg, C., Alecci, V. and De Stefano, M. (2017). Vault macro-element with equivalent trusses in global seismic analyses, Earthquakes and Structures, 12(4), pp. 409-423. [22] Giresini, L. (2015). Energy-based method for identifying vulnerable macro-elements in historic masonry churches, Bulletin of Earthquake Engineering, 14(3), pp. 919-942. DOI: 10.1007/s10518-015-9854-7. [23] Albarello, D., Boncio, P., Dolce, M., Galli, P., Messina, P., Pace, B., Peruzza, L., Sabetta, F., Sanò, T. and Visini, F. (2009). Input sismico per la microzonazione dell’area interessata dal terremoto de L’Aquila del 6 Aprile 2009, RELUIS.