Issue 43

P. Zampieri et alii, Frattura ed Integrità Strutturale, 43 (2018) 182-190; DOI: 10.3221/IGF-ESIS.43.14 189 R EFERENCES [1] Heyman, J., The safety of masonry arches, Int J. Mech Sci., 11 (1969) 363-385. [2] De Lorenzis, L., DeJong, M., Ochsendorf, J., Failure of masonry arches under impulse base motion, Earthq Eng Struct Dyn., 36 (2007) 2119–2136. [3] Misseri, G., Rovero, L., Parametric investigation on the dynamic behaviour of masonry pointed arches, Archive of Applied Mechanics., 87 (3) (2017) 385-404. [4] Ramaglia, G., Lignola, G.P., Prota, A., Collapse analysis of slender masonry barrel vaults, Engineering Structures., 117 (2016) 86-100. [5] Gaetani, A., Lourenço, P.B., Monti, G., Moroni, M., Shaking table tests and numerical analyses on a scaled dry-joint arch undergoing windowed sine pulses, Bulletin of Earthquake Engineering., 15 (11) (2017) 4939-4961. [6] Zampieri, P., Zanini, M.A., Zurlo, R., Seismic behaviour analysis of classes of masonry arch bridges, Key Engineering Materials., 628 (2014) 136-142. DOI: 10.4028/ www.scientific.net/KEM.628.136. [7] da Porto, F., Tecchio, G., Zampieri, P., Modena, C., Prota, A., Simplified seismic assessment of railway masonry arch bridges by limit analysis, Structure and Infrastructure Engineering., 12 (5) (2016) 567-591. DOI: 10.1080/15732479.2015.1031141. [8] De Santis, S., de Felice, G., A fibre beam based approach for the evaluation of the seismic capacity of masonry arches, Earthquake Engineering and Structural Dynamics., 43 (2014) 1661-1681. [9] Dimitri, R., Tornabene, F., A parametric investigation of the seismic capacity for masonry arches and portals of different shapes, Engineering Failure Analysis, 52 (2015) 1-34. [10] Zampieri, P., Zanini, M.A., Faleschini, F., Influence of damage on the seismic failure analysis of masonry arches, Construction and Building Materials., 119 (2016) 343-355. DOI: 10.1016/j.conbuildmat.2016.05.024 [11] Zampieri, P., Zanini, M.A., Faleschini, F., Derivation of analytical seismic fragility functions for common masonry bridge types: methodology and application to real cases, Engineering Failure Analysis., 68 (2016) 275-291. DOI: 10.1016/j.engfailanal.2016.05.031 [12] M. S. Marefat, M. Yazdani, and M. Jafari., Seismic assessment of small to medium spans plain concrete arch bridges, European Journal Of Environmental And Civil Engineering., (2017). DOI: 10.1080/19648189.2017.1320589. [13] Zampieri, P., Zanini, M. A., Modena, C., Simplified seismic assessment of multi-span masonry arch bridges, Bulletin of Earthquake Engineering., (2015). DOI 10.1007/s10518-015-9733-2. [14] Zampieri, P., Tecchio, G., da Porto, F., Modena, C., (2015). 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[18] Tecchio, G., Da Porto, F., Zampieri, P., Modena, C., Bettio, C., Static and seismic retrofit of masonry arch bridges: Case studies, Bridge Maintenance, Safety, Management, Resilience and Sustainability - Proceedings of the Sixth International Conference on Bridge Maintenance, Safety and Management., (2012) 1094-1098. [19] Conde, B., Ramos, L.F., Oliveira, D.V., Riveiro, B., Solla, M., Structural assessment of masonry arch bridges by combination of non-destructive testing techniques and three-dimensional numerical modelling: Application to Vilanova bridge, Engineering Structures, 148 (2017) 621-638. DOI: 10.1016/j.engstruct.2017.07.011. [20] Cavalagli, N., Gusella, V., Severini, L., The safety of masonry arches with uncertain geometry, Computers and Structures., 188 (2017) 17-31. 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