Antonio michele Tralli
Antonio michele Tralli
Professore Emerito di Scienza delle Costruzioni, Universitā di Ferrara
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Homogenised limit analysis of masonry walls, Part I: Failure surfaces
G Milani, PB Lourenįo, A Tralli
Computers & structures 84 (3-4), 166-180, 2006
Homogenised limit analysis of masonry walls, Part II: Structural examples
G Milani, PB Lourenįo, A Tralli
Computers & structures 84 (3-4), 181-195, 2006
Analysis of masonry structures: review of and recent trends in homogenization techniques
PB Lourenco, G Milani, A Tralli, A Zucchini
Canadian Journal of Civil Engineering 34 (11), 1443-1457, 2007
Homogenization approach for the limit analysis of out-of-plane loaded masonry walls
G Milani, P Lourenįo, A Tralli
Journal of structural engineering 132 (10), 1650-1663, 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
3D homogenized limit analysis of masonry buildings under horizontal loads
G Milani, P Lourenįo, A Tralli
Engineering Structures 29 (11), 3134-3148, 2007
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
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
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 (5), 2333-2365, 2014
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
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
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
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
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
Computational methods for masonry vaults: a review of recent results
A Tralli, C Alessandri, G Milani
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
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
In-plane loaded CFRP reinforced masonry walls: mechanical characteristics by homogenisation procedures
A Cecchi, G Milani, A Tralli
Composites Science and Technology 64 (13-14), 2097-2112, 2004
A hybrid stress-assumed transition element for solid-to-beam and plate-to-beam connections
E Garusi, A Tralli
Computers & Structures 80 (2), 105-115, 2002
A simple hybrid model for torsion and flexure of thin-walled beams
AM Tralli
Elsevier Science Limited: Oxford Fulfillment Center, PO Box 800, Kidlington …, 1986
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Artiklar 1–20