Gabriele Milani
Gabriele Milani
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Homogenised limit analysis of masonry walls, Part I: Failure surfaces
G Milani, PB Lourenšo, A Tralli
Computers & structures 84 (3-4), 166-180, 2006
Homogenised limit analysis of masonry walls, Part II: Structural examples
G Milani, PB Lourenšo, A Tralli
Computers & structures 84 (3-4), 181-195, 2006
Analysis of masonry structures: review of and recent trends in homogenization techniques
PB Lourenco, G Milani, A Tralli, A Zucchini
Canadian Journal of Civil Engineering 34 (11), 1443-1457, 2007
Homogenization approach for the limit analysis of out-of-plane loaded masonry walls
G Milani, P Lourenšo, A Tralli
Journal of structural engineering 132 (10), 1650-1663, 2006
3D non-linear behavior of masonry arch bridges
G Milani, PB Lourenšo
Computers & Structures 110, 133-150, 2012
Mechanical properties and numerical modeling of Fabric Reinforced Cementitious Matrix (FRCM) systems for strengthening of masonry structures
FG Carozzi, G Milani, C Poggi
Composite structures 107, 711-725, 2014
Seismic vulnerability of historical masonry buildings: a case study in Ferrara
V Mallardo, R Malvezzi, E Milani, G Milani
Engineering Structures 30 (8), 2223-2241, 2008
Seismic assessment of historical masonry towers by means of simplified approaches and standard FEM
M Valente, G Milani
Construction and Building Materials 108, 74-104, 2016
Limit analysis of masonry vaults by means of curved shell finite elements and homogenization
E Milani, G Milani, A Tralli
International Journal of solids and structures 45 (20), 5258-5288, 2008
Modelling and analysis of FRP-strengthened masonry panels
E Grande, G Milani, E Sacco
Engineering structures 30 (7), 1842-1860, 2008
Non-linear dynamic and static analyses on eight historical masonry towers in the North-East of Italy
M Valente, G Milani
Engineering Structures 114, 241-270, 2016
3D homogenized limit analysis of masonry buildings under horizontal loads
G Milani, P Lourenšo, A Tralli
Engineering Structures 29 (11), 3134-3148, 2007
Comparative seismic vulnerability analysis on ten masonry towers in the coastal Po Valley in Italy
S Casolo, G Milani, G Uva, C Alessandri
Engineering Structures 49, 465-490, 2013
Failure analysis of seven masonry churches severely damaged during the 2012 Emilia-Romagna (Italy) earthquake: Non-linear dynamic analyses vs conventional static approaches
G Milani, M Valente
Engineering Failure Analysis 54, 13-56, 2015
Seismic assessment of a medieval masonry tower in Northern Italy by limit, nonlinear static, and full dynamic analyses
G Milani, S Casolo, A Naliato, A Tralli
International Journal of Architectural Heritage 6 (5), 489-524, 2012
Collapse of the clock tower in Finale Emilia after the May 2012 Emilia Romagna earthquake sequence: Numerical insight
M Acito, M Bocciarelli, C Chesi, G Milani
Engineering Structures 72, 70-91, 2014
Simple homogenization model for the non-linear analysis of in-plane loaded masonry walls
G Milani
Computers & structures 89 (17-18), 1586-1601, 2011
Comparative pushover and limit analyses on seven masonry churches damaged by the 2012 Emilia-Romagna (Italy) seismic events: Possibilities of non-linear finite elementsá…
G Milani, M Valente
Engineering Failure Analysis 47, 129-161, 2015
A Reissner–Mindlin limit analysis model for out-of-plane loaded running bond masonry walls
A Cecchi, G Milani, A Tralli
International journal of solids and structures 44 (5), 1438-1460, 2007
Lesson learned after the Emilia-Romagna, Italy, 20–29 May 2012 earthquakes: a limit analysis insight on three masonry churches
G Milani
Engineering Failure Analysis 34, 761-778, 2013
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