| 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 | 425 | 2020 |
| An innovative numerical modeling strategy for the structural analysis of historical monumental buildings G Castellazzi, AM D’Altri, S de Miranda, F Ubertini Engineering Structures 132, 229-248, 2017 | 228 | 2017 |
| From laser scanning to finite element analysis of complex buildings by using a semi-automatic procedure G Castellazzi, AM D’Altri, G Bitelli, I Selvaggi, A Lambertini Sensors 15 (8), 18360-18380, 2015 | 186 | 2015 |
| A 3D detailed micro-model for the in-plane and out-of-plane numerical analysis of masonry panels AM D'Altri, S de Miranda, G Castellazzi, V Sarhosis Computers & Structures 206, 18-30, 2018 | 158 | 2018 |
| Seismic assessment of interacting structural units in complex historic masonry constructions by nonlinear static analyses S Degli Abbati, AM D'Altri, D Ottonelli, G Castellazzi, S Cattari, ... Computers & Structures 213, 51-71, 2019 | 113 | 2019 |
| 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 damaging block-based model for the analysis of the cyclic behaviour of full-scale masonry structures AM D'Altri, F Messali, J Rots, G Castellazzi, S de Miranda Engineering Fracture Mechanics 209, 423-448, 2019 | 83 | 2019 |
| Ambient vibration‐based finite element model updating of an earthquake‐damaged masonry tower E Bassoli, L Vincenzi, AM D'Altri, S de Miranda, M Forghieri, G Castellazzi Structural Control and Health Monitoring 25 (5), e2150, 2018 | 82 | 2018 |
| A coupled multiphase model for hygrothermal analysis of masonry structures and prediction of stress induced by salt crystallization G Castellazzi, C Colla, S de Miranda, G Formica, E Gabrielli, L Molari, ... Construction and Building Materials 41, 717-731, 2013 | 75 | 2013 |
| A review of numerical models for masonry structures AM D’Altri, V Sarhosis, G Milani, J Rots, S Cattari, S Lagomarsino, ... Numerical modeling of masonry and historical structures, 3-53, 2019 | 58 | 2019 |
| Seismic-induced damage in historical masonry vaults: A case-study in the 2012 Emilia earthquake-stricken area AM D'Altri, G Castellazzi, S de Miranda, A Tralli Journal of Building Engineering 13, 224-243, 2017 | 53 | 2017 |
| Seismic vulnerability assessment of a historical church: limit analysis and nonlinear finite element analysis G Castellazzi, C Gentilini, L Nobile Advances in Civil Engineering 2013 (1), 517454, 2013 | 53 | 2013 |
| Historic barrel vaults undergoing differential settlements AM D’Altri, S De Miranda, G Castellazzi, V Sarhosis, J Hudson, ... International Journal of Architectural Heritage, 2019 | 49 | 2019 |
| Automated voxel model from point clouds for structural analysis of cultural heritage G Bitelli, G Castellazzi, AM D’altri, S De Miranda, A Lambertini, I Selvaggi The International Archives of the Photogrammetry, Remote Sensing and Spatial …, 2016 | 46 | 2016 |
| Stability analysis of leaning historic masonry structures AM D'Altri, G Milani, S de Miranda, G Castellazzi, V Sarhosis Automation in construction 92, 199-213, 2018 | 44 | 2018 |
| Displacement‐based finite elements with nodal integration for Reissner–Mindlin plates G Castellazzi, P Krysl International Journal for Numerical Methods in Engineering 80 (2), 135-162, 2009 | 36 | 2009 |
| Collapse investigation of the Arquata del Tronto medieval fortress after the 2016 Central Italy seismic sequence AM D’Altri, G Castellazzi, S de Miranda Journal of Building Engineering 18, 245-251, 2018 | 34 | 2018 |
| Three-dimensional discrete element modelling of rubble masonry structures from dense point clouds N Kassotakis, V Sarhosis, B Riveiro, B Conde, AM D'Altri, J Mills, G Milani, ... Automation in Construction 119, 103365, 2020 | 33 | 2020 |
| Adaptivity based on the recovery by compatibility in patches G Castellazzi, S de Miranda, F Ubertini Finite Elements in Analysis and Design 46 (5), 379-390, 2010 | 33 | 2010 |
| A displacement-based finite element formulation for the analysis of laminated composite plates G Castellazzi, P Krysl, I Bartoli Composite Structures 95, 518-527, 2013 | 29 | 2013 |
Stefano de MirandaDICAM, University of Bologna, Italy在 unibo.it 的电子邮件经过验证
