متابعة
Gabriele Milani
Gabriele Milani
politecnico di milano
بريد إلكتروني تم التحقق منه على polimi.it
عنوان
عدد مرات الاقتباسات
عدد مرات الاقتباسات
السنة
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
5262020
Homogenised limit analysis of masonry walls, Part I: Failure surfaces‏
G Milani, PB Lourenço, A Tralli‏
Computers & structures 84 (3-4), 166-180, 2006‏
4672006
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
2752016
3D non-linear behavior of masonry arch bridges‏
G Milani, PB Lourenço‏
Computers & Structures 110, 133-150, 2012‏
2662012
Analysis of masonry structures: review of and recent trends in homogenization techniques‏
PB Lourenço, G Milani, A Tralli, A Zucchini‏
Canadian Journal of Civil Engineering 34 (11), 1443-1457, 2007‏
2652007
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
2472016
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
2272014
Homogenised limit analysis of masonry walls, Part II: Structural examples‏
G Milani, PB Lourenço, A Tralli‏
Computers & structures 84 (3-4), 181-195, 2006‏
2272006
Homogenization approach for the limit analysis of out-of-plane loaded masonry walls‏
G Milani, P Lourenço, A Tralli‏
Journal of structural engineering 132 (10), 1650-1663, 2006‏
2262006
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
1992008
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
1932015
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
1792014
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
1792013
Masonry behaviour and modelling‏
M Angelillo, PB Lourenço, G Milani‏
Mechanics of masonry structures, 1-26, 2014‏
1742014
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
1692008
Modelling and analysis of FRP-strengthened masonry panels‏
E Grande, G Milani, E Sacco‏
Engineering structures 30 (7), 1842-1860, 2008‏
1662008
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
1612018
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
1572017
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
1542018
Comparative pushover and limit analyses on seven masonry churches damaged by the 2012 Emilia-Romagna (Italy) seismic events: Possibilities of non-linear finite elements …‏
G Milani, M Valente‏
Engineering Failure Analysis 47, 129-161, 2015‏
1452015
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مقالات 1–20