Seguir
Antonio michele Tralli
Antonio michele Tralli
Professore Emerito di Scienza delle Costruzioni, Università di Ferrara
Dirección de correo verificada de unife.it
Título
Citado por
Citado por
Año
Homogenised limit analysis of masonry walls, Part I: Failure surfaces
G Milani, PB Lourenço, A Tralli
Computers & structures 84 (3-4), 166-180, 2006
4432006
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
4012020
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
2442007
Homogenised limit analysis of masonry walls, Part II: Structural examples
G Milani, PB Lourenço, A Tralli
Computers & structures 84 (3-4), 181-195, 2006
2172006
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
2162006
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
1802008
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
1352017
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
1342012
3D homogenized limit analysis of masonry buildings under horizontal loads
G Milani, P Lourenço, A Tralli
Engineering Structures 29 (11), 3134-3148, 2007
1342007
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
1212014
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
1152014
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
1102007
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
1092014
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
1052012
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
1002009
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
962018
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
852008
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
792005
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
772002
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
762014
El sistema no puede realizar la operación en estos momentos. Inténtalo de nuevo más tarde.
Artículos 1–20