| Collapse behavior of masonry domes under seismic loads: an adaptive NURBS kinematic limit analysis approach N Grillanda, A Chiozzi, G Milani, A Tralli Engineering Structures 200, 109517, 2019 | 74 | 2019 |
| A fast and general upper-bound limit analysis approach for out-of-plane loaded masonry walls A Chiozzi, G Milani, N Grillanda, A Tralli Meccanica 53, 1875-1898, 2018 | 70 | 2018 |
| UB-ALMANAC: An adaptive limit analysis NURBS-based program for the automatic assessment of partial failure mechanisms in masonry churches A Chiozzi, N Grillanda, G Milani, A Tralli Engineering Failure Analysis 85, 201-220, 2018 | 66 | 2018 |
| Advanced numerical strategies for seismic assessment of historical masonry aggregates N Grillanda, M Valente, G Milani, A Chiozzi, A Tralli Engineering Structures 212, 110441, 2020 | 59 | 2020 |
| ANUB-Aggregates: a fully automatic NURBS-based software for advanced local failure analyses of historical masonry aggregates N Grillanda, M Valente, G Milani Bulletin of Earthquake Engineering 18, 3935-3961, 2020 | 52 | 2020 |
| Masonry structures in the presence of foundation settlements and unilateral contact problems A Tralli, A Chiozzi, N Grillanda, G Milani International Journal of Solids and Structures 191, 187-201, 2020 | 52 | 2020 |
| An adaptive procedure for the limit analysis of FRP reinforced masonry vaults and applications A Chiozzi, G Milani, N Grillanda, A Tralli American Journal of Engineering and Applied Sciences 9 (3), 735-745, 2016 | 45 | 2016 |
| Numerical insights on the structural assessment of historical masonry stellar vaults: the case of Santa Maria del Monte in Cagliari N Grillanda, A Chiozzi, F Bondi, A Tralli, F Manconi, F Stochino, ... Continuum Mechanics and thermodynamics 33, 1-24, 2021 | 44 | 2021 |
| Efficient meta-heuristic mesh adaptation strategies for NURBS upper–bound limit analysis of curved three-dimensional masonry structures N Grillanda, A Chiozzi, G Milani, A Tralli Computers & Structures 236, 106271, 2020 | 36 | 2020 |
| A genetic algorithm adaptive homogeneous approach for evaluating settlement-induced cracks in masonry walls S Tiberti, N Grillanda, V Mallardo, G Milani Engineering Structures 221, 111073, 2020 | 31 | 2020 |
| SHM of a severely cracked masonry arch bridge in India: Experimental campaign and adaptive NURBS limit analysis numerical investigation N Grillanda, G Milani, S Ghosh, B Halani, M Varma Construction and Building Materials 280, 122490, 2021 | 24 | 2021 |
| Tilting plane tests for the ultimate shear capacity evaluation of perforated dry joint masonry panels. Part II: Numerical analyses N Grillanda, A Chiozzi, G Milani, A Tralli Engineering Structures 228, 111460, 2021 | 21 | 2021 |
| Novel non-linear static numerical model for curved masonry structures based on a combined adaptive limit analysis and discrete FE computations J Scacco, N Grillanda, G Milani, PB Lourenço International Journal of Solids and Structures 236, 111265, 2022 | 20 | 2022 |
| A two-step automated procedure based on adaptive limit and pushover analyses for the seismic assessment of masonry structures AM D'Altri, NL Presti, N Grillanda, G Castellazzi, S de Miranda, G Milani Computers & Structures 252, 106561, 2021 | 17 | 2021 |
| Nonlinear finite and discrete element simulations of multi-storey masonry walls G Occhipinti, I Caliò, AM D’Altri, N Grillanda, S de Miranda, G Milani, ... Bulletin of Earthquake Engineering, 1-26, 2021 | 17 | 2021 |
| Fast and reliable limit analysis approach for the structural assessment of FRP-reinforced masonry arches A Chiozzi, G Milani, N Grillanda, A Tralli Key Engineering Materials 747, 196-203, 2017 | 17 | 2017 |
| Three-dimensional adaptive limit analysis of masonry arch bridges interacting with the backfill T Papa, N Grillanda, G Milani Engineering Structures 248, 113189, 2021 | 13 | 2021 |
| NURBS solid modeling for the three-dimensional limit analysis of curved rigid block structures N Grillanda, A Chiozzi, G Milani, A Tralli Computer Methods in Applied Mechanics and Engineering 399, 115304, 2022 | 12 | 2022 |
| Modelling the nonlinear static response of a 2-storey URM benchmark case study: comparison among different modelling strategies using two-and three-dimensional elements F Cannizzaro, G Castellazzi, N Grillanda, B Pantò, M Petracca Bulletin of Earthquake Engineering, 1-30, 2022 | 12 | 2022 |
| Limit analysis of masonry arch bridges through an adaptive GA-NURBS upper-bound approach A Chiozzi, N Grillanda, G Milani, A Tralli International Journal of Masonry Research and Innovation 5 (4), 538-552, 2020 | 8 | 2020 |
