| A non‐linear interface element for 3D mesoscale analysis of brick‐masonry structures L Macorini, BA Izzuddin International Journal for numerical methods in Engineering 85 (12), 1584-1608, 2011 | 244 | 2011 |
| Seismic response of steel frames under repeated earthquake ground motions M Fragiacomo, C Amadio, L Macorini Engineering structures 26 (13), 2021-2035, 2004 | 209 | 2004 |
| Finite-element model for collapse and long-term analysis of steel–concrete composite beams M Fragiacomo, C Amadio, L Macorini Journal of Structural Engineering 130 (3), 489-497, 2004 | 151 | 2004 |
| Short-and long-term performance of the “Tecnaria” stud connector for timber-concrete composite beams M Fragiacomo, C Amadio, L Macorini Materials and Structures 40, 1013-1026, 2007 | 130 | 2007 |
| Formulae for calculating elastic local buckling stresses of full structural cross-sections L Gardner, A Fieber, L Macorini Structures 17, 2-20, 2019 | 122 | 2019 |
| Experimental evaluation of effective width in steel–concrete composite beams C Amadio, C Fedrigo, M Fragiacomo, L Macorini Journal of Constructional Steel Research 60 (2), 199-220, 2004 | 108 | 2004 |
| Three-dimensional mesoscale modelling of multi-span masonry arch bridges subjected to scour E Tubaldi, L Macorini, BA Izzuddin Engineering Structures 165, 486-500, 2018 | 99 | 2018 |
| Lateral–torsional buckling assessment of steel beams through a stiffness reduction method M Kucukler, L Gardner, L Macorini Journal of Constructional Steel Research 109, 87-100, 2015 | 92 | 2015 |
| Long-term analysis of steel–concrete composite beams: FE modelling for effective width evaluation L Macorini, M Fragiacomo, C Amadio, BA Izzuddin Engineering Structures 28 (8), 1110-1121, 2006 | 92 | 2006 |
| Steel design by advanced analysis: material modeling and strain limits L Gardner, X Yun, A Fieber, L Macorini Engineering 5 (2), 243-249, 2019 | 90 | 2019 |
| A 3D mesoscale damage-plasticity approach for masonry structures under cyclic loading E Minga, L Macorini, BA Izzuddin Meccanica 53, 1591-1611, 2018 | 88 | 2018 |
| A framework for probabilistic assessment of clear-water scour around bridge piers E Tubaldi, L Macorini, BA Izzuddin, C Manes, F Laio Structural safety 69, 11-22, 2017 | 85 | 2017 |
| In-plane stiffening techniques with nail plates or CFRP strips for timber floors in historical masonry buildings N Gattesco, L Macorini Construction and Building Materials 58, 64-76, 2014 | 75 | 2014 |
| A macro‐model with nonlinear springs for seismic analysis of URM buildings G Rinaldin, C Amadio, L Macorini Earthquake Engineering & Structural Dynamics 45 (14), 2261-2281, 2016 | 66 | 2016 |
| Nonlinear analysis of masonry structures using mesoscale partitioned modelling L Macorini, BA Izzuddin Advances in engineering Software 60, 58-69, 2013 | 63 | 2013 |
| Mesoscale partitioned analysis of brick-masonry arches Y Zhang, L Macorini, BA Izzuddin Engineering Structures 124, 142-166, 2016 | 57 | 2016 |
| Experimental investigation on the behaviour of spandrels in ancient masonry buildings N Gattesco, I Clemente, L Macorini, S Noè Proc. of the 14th World Conference on Earthquake Engineering, 2008 | 56 | 2008 |
| Flexural–torsional buckling assessment of steel beam–columns through a stiffness reduction method M Kucukler, L Gardner, L Macorini Engineering Structures 101, 662-676, 2015 | 55 | 2015 |
| Design of structural steel members by advanced inelastic analysis with strain limits A Fieber, L Gardner, L Macorini Engineering Structures 199, 109624, 2019 | 54 | 2019 |
| Identification of mesoscale model parameters for brick-masonry C Chisari, L Macorini, C Amadio, BA Izzuddin International Journal of Solids and Structures 146, 224-240, 2018 | 51 | 2018 |
