| Modelling of historical masonry structures: comparison of different approaches through a case study A Giordano, E Mele, A De Luca Engineering structures 24 (8), 1057-1069, 2002 | 314 | 2002 |
| Damage and performance evaluation of masonry churches in the 2009 L’Aquila earthquake G Brandonisio, G Lucibello, E Mele, A De Luca Engineering Failure Analysis 34, 693-714, 2013 | 252 | 2013 |
| Diagrid structures for tall buildings: case studies and design considerations E Mele, M Toreno, G Brandonisio, A De Luca The Structural Design of Tall and Special Buildings 23 (2), 124-145, 2014 | 141 | 2014 |
| Modelling and analysis of a basilica under earthquake loading E Mele, A De Luca, A Giordano Journal of cultural Heritage 4 (4), 355-367, 2003 | 133 | 2003 |
| Geometrical patterns for diagrid buildings: Exploring alternative design strategies from the structural point of view GM Montuori, E Mele, G Brandonisio, A De Luca Engineering Structures 71, 112-127, 2014 | 132 | 2014 |
| A simplified procedure for assessing the seismic capacity of masonry arches A De Luca, A Giordano, E Mele Engineering Structures 26 (13), 1915-1929, 2004 | 127 | 2004 |
| Design criteria for diagrid tall buildings: Stiffness versus strength GM Montuori, E Mele, G Brandonisio, A De Luca The Structural Design of Tall and Special Buildings 23 (17), 1294-1314, 2014 | 93 | 2014 |
| Seismic design of concentric braced frames G Brandonisio, M Toreno, E Grande, E Mele, A De Luca Journal of Constructional Steel Research 78, 22-37, 2012 | 81 | 2012 |
| Base isolation for retrofitting historic buildings: Evaluation of seismic performance through experimental investigation A De Luca, E Mele, J Molina, G Verzeletti, AV Pinto Earthquake engineering & structural dynamics 30 (8), 1125-1145, 2001 | 74 | 2001 |
| Optimization of structural patterns for tall buildings: The case of diagrid V Tomei, M Imbimbo, E Mele Engineering Structures 171, 280-297, 2018 | 73 | 2018 |
| Secondary bracing systems for diagrid structures in tall buildings GM Montuori, E Mele, G Brandonisio, A De Luca Engineering Structures 75, 477-488, 2014 | 63 | 2014 |
| Stability issues and pressure–shear interaction in elastomeric bearings: the primary role of the secondary shape factor GM Montuori, E Mele, G Marrazzo, G Brandonisio, A De Luca Bulletin of Earthquake Engineering, 1-29, 2015 | 54 | 2015 |
| Seismic damage and performance of Palazzo Centi after L’Aquila earthquake: A paradigmatic case study of effectiveness of mechanical steel ties G Lucibello, G Brandonisio, E Mele, A De Luca Engineering Failure Analysis 34, 407-430, 2013 | 51 | 2013 |
| Shear strength of panel zone in beam-to-column connections G Brandonisio, A De Luca, E Mele Journal of Constructional Steel Research 71, 129-142, 2012 | 51 | 2012 |
| A simple formula for predicting the horizontal capacity of masonry portal frames A Giordano, A De Luca, E Mele, A Romano Engineering structures 29 (9), 2109-2123, 2007 | 44 | 2007 |
| Hexagrid–hexagonal tube structures for tall buildings: patterns, modeling, and design GM Montuori, M Fadda, G Perrella, E Mele The Structural Design of Tall and Special Buildings 24 (15), 912-940, 2015 | 42 | 2015 |
| Insights into inter-story isolation design through the analysis of two case studies D Faiella, E Mele Engineering Structures 215, 110660, 2020 | 41 | 2020 |
| Limit analysis of masonry circular buttressed arches under horizontal loads G Brandonisio, E Mele, A De Luca Meccanica, 1-19, 2017 | 40 | 2017 |
| Seismic retrofit of existing masonry buildings through inter-story isolation system: A case study and general design criteria D Faiella, B Calderoni, E Mele Journal of Earthquake Engineering 26 (4), 2051-2087, 2022 | 31 | 2022 |
| Vibration characteristics and higher mode coupling in intermediate isolation systems (IIS): a parametric analysis D Faiella, E Mele Bulletin of Earthquake Engineering 17, 4347-4387, 2019 | 31 | 2019 |
