Issue 46

A. Maione et alii, Frattura ed Integrità Strutturale, 46 (2018) 240-251; DOI: 10.3221/IGF-ESIS.46.22 251 [24] Maierhofer, C. and Roellig, M. (2009). Active thermography for the characterization of surfaces and interfaces of historic masonry structures, Proc. 7 th International Symposium on Non-Destructive Testing in Civil Engineering (NDTCE’09), Nantes (France), pp. 1-6. [25] Cantini, L., Tedeschi, C., Tiraboschi, C. and Binda, L. (2013). Use of thermovision for the survey of a timber vault in Torino, In: Güneş O., Akkaya Y. (eds) Non-destructive Testing of Materials and Structures. RILEM Bookseries, vol 6, Dordrecht, Springer, pp. 1203-1208. [26] Herschel, W. (1800). Experiments on the refrangibility of the invisible rays of the sun, Philos. T. R. Soc. Lond., 90, pp. 284-292. DOI:10.1098/rstl.1800.0015.JSTOR107057. [27] Maldague, X.P.V. (2001). Theory and practice of infrared technology for nondestructive testing. J. Wiley Interscience, New York. ISBN: 978-0-471-18190-3. [28] Caddemi, S., Caliò, I., Cannizzaro, F., Occhipinti, G. and Pantò, B. (2015). A parsimonious discrete model for the seismic assessment of monumental structures, Proc. of 15 th International Conference on Civil, Structural and Environmental Engineering Computing (Civil-Comp Press), Stirlingshire, UK, paper 82. DOI: 10.4203/ccp.108.82. [29] Giresini, L., Sassu, M., Butenweg, C., Alecci, V. and De Stefano, M.D. (2017). Vault macro-element with equivalent trusses in global seismic analyses, Earthq. Struct., 12(4), pp. 409-423. DOI: 10.12989/eas.2017.12.4.409. [30] Pantò, B., Cannizzaro, F., Caddemi, S., Caliò, I., Chácara, C. and Lourenço, P.B. (2017). Nonlinear modelling of curved masonry structures after seismic retrofit through FRP reinforcing, Buildings, 7(3), art. no. 79. DOI: 10.3390/buildings7030079. [31] Mousavian, E. and Mehdizadeh Saradj, F. (2018). Automated detailing and stability analysis of under-construction masonry vaults, J. Archit. Eng. ASCE 24(3), art. no. 04018014. DOI: 10.1061/(ASCE)AE.1943-5568.0000314.