| A plastic nonlocal damage model D Addessi, S Marfia, E Sacco Computer methods in applied mechanics and engineering 191 (13-14), 1291-1310, 2002 | 135 | 2002 |
| A Cosserat based multi-scale model for masonry structures ML De Bellis, D Addessi International Journal for Multiscale Computational Engineering 9 (5), 2011 | 124 | 2011 |
| Cosserat model for periodic masonry deduced by nonlinear homogenization D Addessi, E Sacco, A Paolone European Journal of Mechanics-A/Solids 29 (4), 724-737, 2010 | 118 | 2010 |
| A multi-scale enriched model for the analysis of masonry panels D Addessi, E Sacco International Journal of Solids and Structures 49 (6), 865-880, 2012 | 117 | 2012 |
| A regularized force‐based beam element with a damage–plastic section constitutive law D Addessi, V Ciampi International Journal for Numerical Methods in Engineering 70 (5), 610-629, 2007 | 107 | 2007 |
| Modeling approaches for masonry structures D Addessi, S Marfia, E Sacco, J Toti | 102 | 2014 |
| Static and dynamic nonlinear response of masonry walls C Gatta, D Addessi, F Vestroni International Journal of Solids and Structures 155, 291-303, 2018 | 70 | 2018 |
| Nonlinear analysis of masonry panels using a kinematic enriched plane state formulation D Addessi, E Sacco International Journal of Solids and Structures 90, 194-214, 2016 | 63 | 2016 |
| Force-based beam finite element (FE) for the pushover analysis of masonry buildings D Addessi, D Liberatore, R Masiani International Journal of Architectural Heritage 9 (3), 231-243, 2015 | 60 | 2015 |
| New trends in mechanics of masonry E Sacco, D Addessi, K Sab Meccanica 53 (7), 1565-1569, 2018 | 54 | 2018 |
| An equilibrated macro-element for nonlinear analysis of masonry structures D Addessi, A Mastrandrea, E Sacco Engineering Structures 70, 82-93, 2014 | 54 | 2014 |
| Mixed 3D beam element with damage plasticity for the analysis of RC members under warping torsion P Di Re, D Addessi, FC Filippou Journal of Structural Engineering 144 (6), 04018064, 2018 | 53 | 2018 |
| On the linear normal modes of planar pre-stressed curved beams D Addessi, W Lacarbonara, A Paolone Journal of Sound and Vibration 284 (3-5), 1075-1097, 2005 | 49 | 2005 |
| Micromechanical analysis of heterogeneous materials subjected to overall Cosserat strains D Addessi, ML De Bellis, E Sacco Mechanics Research Communications 54, 27-34, 2013 | 48 | 2013 |
| A 2D Cosserat finite element based on a damage-plastic model for brittle materials D Addessi Computers & Structures 135, 20-31, 2014 | 46 | 2014 |
| Strength domains and return algorithm for the lumped plasticity equivalent frame model of masonry structures D Liberatore, D Addessi Engineering Structures 91, 167-181, 2015 | 43 | 2015 |
| Multiscale analysis of out-of-plane masonry elements using different structural models at macro and microscale D Addessi, P Di Re, C Gatta, E Sacco Computers & Structures 247, 106477, 2021 | 41 | 2021 |
| A multiscale force-based curved beam element for masonry arches P Di Re, D Addessi, E Sacco Computers & Structures 208, 17-31, 2018 | 40 | 2018 |
| Enriched beam finite element models with torsion and shear warping for the analysis of thin-walled structures D Addessi, P Di Re, G Cimarello Thin-Walled Structures 159, 107259, 2021 | 39 | 2021 |
| Equivalent frame modelling of masonry walls based on plasticity and damage M Sangirardi, D Liberatore, D Addessi International Journal of Architectural Heritage 13 (7), 1098-1109, 2019 | 39 | 2019 |
Sergio OllerInt. Cent. Num. Method (CIMNE-UPC) - Univ. Politècnica de Catalunya (UPC) - Univ. Nac. Salta (UNSa)Verified email at cimne.upc.edu
