| Homogenised limit analysis of masonry walls, Part I: Failure surfaces G Milani, PB Lourenço, A Tralli Computers & structures 84 (3-4), 166-180, 2006 | 448 | 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 | 429 | 2020 |
| 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 | 246 | 2007 |
| 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 | 219 | 2006 |
| Homogenised limit analysis of masonry walls, Part II: Structural examples G Milani, PB Lourenço, A Tralli Computers & structures 84 (3-4), 181-195, 2006 | 219 | 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 | 185 | 2008 |
| 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 | 143 | 2017 |
| 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 | 137 | 2012 |
| 3D homogenized limit analysis of masonry buildings under horizontal loads G Milani, P Lourenço, A Tralli Engineering Structures 29 (11), 3134-3148, 2007 | 136 | 2007 |
| Damage assessment of fortresses after the 2012 Emilia earthquake (Italy) S Cattari, S Degli Abbati, D Ferretti, S Lagomarsino, D Ottonelli, A Tralli Bulletin of earthquake engineering 12, 2333-2365, 2014 | 124 | 2014 |
| Computational methods for masonry vaults: a review of recent results A Tralli, C Alessandri, G Milani The Open Civil Engineering Journal 8 (Special Issue# 2), 272-287, 2014 | 118 | 2014 |
| Full 3D homogenization approach to investigate the behavior of masonry arch bridges: The Venice trans-lagoon railway bridge E Reccia, G Milani, A Cecchi, A Tralli Construction and Building Materials 66, 567-586, 2014 | 111 | 2014 |
| 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 | 109 | 2007 |
| A simple meso-macro model based on SQP for the non-linear analysis of masonry double curvature structures G Milani, A Tralli International Journal of Solids and Structures 49 (5), 808-834, 2012 | 105 | 2012 |
| Upper bound limit analysis model for FRP–reinforced masonry curved structures. Part II: Structural analyses G Milani, E Milani, A Tralli Computers & Structures 87 (23-24), 1534-1558, 2009 | 102 | 2009 |
| Numerical insights on the seismic behavior of a non-isolated historical masonry tower G Castellazzi, AM D’Altri, S de Miranda, A Chiozzi, A Tralli Bulletin of Earthquake Engineering 16, 933-961, 2018 | 99 | 2018 |
| A regularized XFEM model for the transition from continuous to discontinuous displacements E Benvenuti, A Tralli, G Ventura International Journal for Numerical Methods in Engineering 74 (6), 911-944, 2008 | 87 | 2008 |
| Validation of analytical multiparameter homogenization models for out-of-plane loaded masonry walls by means of the finite element method A Cecchi, G Milani, A Tralli Journal of engineering mechanics 131 (2), 185-198, 2005 | 80 | 2005 |
| A thermodynamically consistent nonlocal formulation for damaging materials E Benvenuti, G Borino, A Tralli European Journal of Mechanics-A/Solids 21 (4), 535-553, 2002 | 78 | 2002 |
| Seismic risk assessment of a 50 m high masonry chimney using advanced analysis techniques F Minghini, G Milani, A Tralli Engineering Structures 69, 255-270, 2014 | 77 | 2014 |
Gabriele Milanipolitecnico di milano在 polimi.it 的电子邮件经过验证
