| 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 | 523 | 2020 |
| Homogenised limit analysis of masonry walls, Part I: Failure surfaces G Milani, PB Lourenço, A Tralli Computers & structures 84 (3-4), 166-180, 2006 | 466 | 2006 |
| 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 | 275 | 2016 |
| 3D non-linear behavior of masonry arch bridges G Milani, PB Lourenço Computers & Structures 110, 133-150, 2012 | 266 | 2012 |
| 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 | 265 | 2007 |
| 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 | 247 | 2016 |
| Homogenised limit analysis of masonry walls, Part II: Structural examples G Milani, PB Lourenço, A Tralli Computers & structures 84 (3-4), 181-195, 2006 | 227 | 2006 |
| 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 | 226 | 2006 |
| 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 | 225 | 2014 |
| 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 | 199 | 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 | 191 | 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 | 179 | 2013 |
| 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 | 177 | 2014 |
| Masonry behaviour and modelling M Angelillo, PB Lourenço, G Milani Mechanics of masonry structures, 1-26, 2014 | 174 | 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 | 169 | 2008 |
| Modelling and analysis of FRP-strengthened masonry panels E Grande, G Milani, E Sacco Engineering structures 30 (7), 1842-1860, 2008 | 165 | 2008 |
| 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 | 161 | 2018 |
| 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 | 157 | 2017 |
| 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 | 154 | 2018 |
| 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 | 145 | 2015 |
Antonio michele TralliProfessore Emerito di Scienza delle Costruzioni, Università di Ferraraunife.it의 이메일 확인됨