Gabriele Milani
Gabriele Milani
Verified email at
Cited by
Cited by
Homogenised limit analysis of masonry walls, Part I: Failure surfaces
G Milani, PB Lourenšo, A Tralli
Computers & structures 84 (3-4), 166-180, 2006
Modeling strategies for the computational analysis of unreinforced masonry structures: review and classification
AM D’Altri, V Sarhosis, G Milani, J Rots, S Cattari, S Lagomarsino, ...
Archives of computational methods in engineering 27, 1153-1185, 2020
3D non-linear behavior of masonry arch bridges
G Milani, PB Lourenšo
Computers & Structures 110, 133-150, 2012
Analysis of masonry structures: review of and recent trends in homogenization techniques
PB Lourenšo, G Milani, A Tralli, A Zucchini
Canadian Journal of Civil Engineering 34 (11), 1443-1457, 2007
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
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
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
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
Homogenised limit analysis of masonry walls, Part II: Structural examples
G Milani, PB Lourenšo, A Tralli
Computers & structures 84 (3-4), 181-195, 2006
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
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
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
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
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
Modelling and analysis of FRP-strengthened masonry panels
E Grande, G Milani, E Sacco
Engineering structures 30 (7), 1842-1860, 2008
Masonry behaviour and modelling
M Angelillo, PB Lourenšo, G Milani
Mechanics of masonry structures, 1-26, 2014
A Genetic Algorithm NURBS-based new approach for fast kinematic limit analysis of masonry vaults
A Chiozzi, G Milani, A Tralli
Computers & Structures 182, 187-204, 2017
Ancient masonry arches and vaults strengthened with TRM, SRG and FRP composites: Experimental evaluation
FG Carozzi, C Poggi, E Bertolesi, G Milani
Composite Structures 187, 466-480, 2018
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
Evaluation of different approaches for the estimation of the seismic vulnerability of masonry towers
V Sarhosis, G Milani, A Formisano, F Fabbrocino
Bulletin of Earthquake Engineering 16, 1511-1545, 2018
The system can't perform the operation now. Try again later.
Articles 1–20