| 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 | 42 | 2018 |
| A multiscale force-based curved beam element for masonry arches P Di Re, D Addessi, E Sacco Computers & Structures 208, 17-31, 2018 | 33 | 2018 |
| 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 | 28 | 2021 |
| 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 | 27 | 2021 |
| Structural analysis and health monitoring of twentieth-century cultural heritage: the Flaminio Stadium in Rome F Romeo, P Di Re, E Lofrano, J Ciambella Smart Structures and Systems, An International Journal 27 (2), 285-303, 2021 | 22 | 2021 |
| A mixed 3D corotational beam with cross-section warping for the analysis of damaging structures under large displacements P Di Re, D Addessi Meccanica 53 (6), 1313-1332, 2018 | 22 | 2018 |
| Mixed beam formulation with cross-section warping for dynamic analysis of thin-walled structures P Di Re, D Addessi, A Paolone Thin-Walled Structures 141, 554-575, 2019 | 17 | 2019 |
| Micromechanical and multiscale computational modeling for stability analysis of masonry elements D Addessi, P Di Re, E Sacco Engineering Structures 211, 110428, 2020 | 15 | 2020 |
| 3D beam-column finite elements under tri-axial stess-strain states: non-uniform shear stress distribution and warping P Di Re Università degli Studi di Roma" La Sapienza", 2017 | 12 | 2017 |
| 3D beam-column finite element under non-uniform shear stress distribution due to shear and torsion P DI RE, D Addessi, FC Filippou ECCOMAS Congress 2016-Proceedings of the 7th European Congress on …, 2016 | 12 | 2016 |
| Computational enhancement of a mixed 3D beam finite element with warping and damage P Di Re, D Addessi Journal of Applied and Computational Mechanics 8 (1), 260-281, 2022 | 10 | 2022 |
| A 3D mixed frame element with multi-axial coupling for thin-walled structures with damage. D Addessi, P Di Re Frattura e Integrita Strutturale 8, 2014 | 10 | 2014 |
| Multi-scale analysis of masonry structures D Addessi, E Sacco, P Di Re Proceedings of the International Masonry Society Conferences, 307-323, 2018 | 9 | 2018 |
| A simple numerical approach for the pushover analysis of slender cantilever bridge piers taking into account geometric nonlinearity P Di Re, D Bernardini, D Ruta, A Paolone Asian Journal of Civil Engineering 23 (4), 455-469, 2022 | 8 | 2022 |
| Shell-3D multiscale modeling of masonry vaults based on the TFA procedure D Addessi, P Di Re, C Gatta, E Sacco International Journal for Multiscale Computational Engineering 20 (6), 2022 | 8 | 2022 |
| Non-Uniform TFA reduced multiscale procedure for shell-3D modeling of periodic masonry structures D Addessi, P Di Re, C Gatta, E Sacco Mechanics Research Communications 130, 104122, 2023 | 6 | 2023 |
| Modeling non-uniform corrosion in reinforced concrete bridge piers D Bernardini, D Ruta, P di Re, A Paolone Proceedings of the 1st Conference of the European Association on Quality …, 2022 | 6 | 2022 |
| A micro-macro homogenization for modeling the masonry out-of-plane response D Addessi, E Sacco, P Di Re AIMETA 2017-Proceedings of the 23rd Conference of the Italian Association of …, 2017 | 6 | 2017 |
| Enhanced beam formulations with cross-section warping under large displacements P Di Re, E Lofrano, D Addessi, A Paolone Proceedings of XXIV AIMETA Conference 2019 24, 1217-1229, 2020 | 4 | 2020 |
| Influence of spatially heterogeneous deterioration patterns on strength and ductility of corroded reinforced concrete bridge piers D Bernardini, F Braga, F Buttarazzi, D Cardone, P Di Re, P Migliorino, ... Procedia Structural Integrity 44, 649-656, 2023 | 3 | 2023 |
Daniela AddessiUniversity of Rome 'Sapienza' Structural and geothecnical Engineering DepartmentVerified email at uniroma1.it
