[1]
C. Casalegno, A. Cecchi, E. Reccia, S. Russo (2013).
Google Scholar
[2]
G. Boscato, A. Dal Cin, S. Russo, F. Sciarretta (2014). SHM of Historic Damaged Churches. Advanced Materials Research , 838-841, p.2071-(2078).
DOI: 10.4028/www.scientific.net/amr.838-841.2071
Google Scholar
[3]
G. Boscato, G. Riva, S. Russo, F. Sciarretta (2011).
Google Scholar
[4]
S. Russo (2012), Testing and modelling of dynamic out-of-plane behaviour of the historic masonry façade of Palazzo Ducale in Venice, Italy, in ENGINEERING STRUCTURES, ISSN: 0141-0296, doi: 10. 1016/j. engstruct. 2012. 07. 032.
DOI: 10.1016/j.engstruct.2012.07.032
Google Scholar
[5]
Boscato G., Russo S. (2009), Free Vibration of Pultruded FRP elements: Mechanical Characterization, Analysis and Applications, Journal of Composites for Construction ASCE, Vol. 13, N. 6, 2009, pp.565-574.
DOI: 10.1061/(asce)1090-0268(2009)13:6(565)
Google Scholar
[6]
Boscato G, Casalegno C, Russo S and Mottram JT. Buckling of Built-Up Columns of Pultruded Fiber-Reinforced Polymer C-Sections. J Compos Constr 2013, 10. 1061/(ASCE)CC. 1943-5614. 0000453.
DOI: 10.1061/(asce)cc.1943-5614.0000453
Google Scholar
[7]
Boscato, G., Russo, S. (2013), Free vibrations of a pultruded GFRP frame with different rotational stiffnesses of bolted joints, Mechanics of Composite Materials 48 (6) , pp.655-668.
DOI: 10.1007/s11029-013-9310-1
Google Scholar
[8]
Boscato G., Russo S. (2008).
Google Scholar
[9]
S. Russo (2012). Experimental and finite element analysis of a very large pultruded FRP structure subjected to free vibration, in COMPOSITE STRUCTURES, vol. 94, pp.1097-1105, ISSN: 0263-8223, doi: 10. 1016/j. compstruct. 2011. 10. 003.
DOI: 10.1016/j.compstruct.2011.10.003
Google Scholar
[10]
S. Russo (2012), On the monitoring of historic Anime Sante church damaged by earthquake in L'Aquila, in STRUCTURAL CONTROL AND HEALTH MONITORING, ISSN: 1545-2263, doi: 10. 1002/stc. 1531.
DOI: 10.1002/stc.1531
Google Scholar
[11]
Seismic Behavior of the San Pietro di Coppito Church Bell Tower in L'Aquila, Italy, Milani, G., Russo, S., Pizzolato, M., Tralli, A., 2012, Open Civil Engineering Journal 6 (SPEC. ISS. 1) , pp.131-147.
DOI: 10.2174/1874149501206010131
Google Scholar
[12]
G. Boscato, D. Rocchi, S. Russo (2012).
Google Scholar
[13]
G. Boscato, M. Pizzolato, S. Russo, A. Tralli (2012), Seismic Behaviour of a Complex Historical Church in L'Aquila, in INTERNATIONAL JOURNAL OF ARCHITECTURAL, ISSN: 1558-3066, doi: 10. 1080/15583058. 2012. 736013.
DOI: 10.1080/15583058.2012.736013
Google Scholar
[14]
S. Russo, F. Sciarretta (2013), Masonry exposed to high temperatures: mechanical behaviour and properties - An overview, in FIRE SAFETY JOURNAL 2012, DOI: 10. 1016/j. firesaf. 2012. 10. 001.
DOI: 10.1016/j.firesaf.2012.10.001
Google Scholar
[15]
S. Russo, F. Sciarretta (2012), Experimental and Theoretical Investigation on Masonry after High Temperature Exposure, in EXPERIMENTAL MECHANICS, vol. 52, pp.341-359, ISSN: 0014-4851, doi: 10. 1007/s11340-011-9493-0.
DOI: 10.1007/s11340-011-9493-0
Google Scholar
[16]
S. Russo (2005). Effect of FRP Mesh Rebar on the Shear Strength of Masonry. MASONRY INTERNATIONAL, vol. 18, pp.1-10, ISSN: 0950-228.
Google Scholar
[17]
Triantafillou T.C., Strengthening of masonry structures using epoxy-bonded FRP laminates, Journal Composites for Constructions, ASCE, 1998, pp.96-104.S. Russo, F. Sciarretta (2012).
DOI: 10.1061/(asce)1090-0268(1998)2:2(96)
Google Scholar