| Limit analysis of 3D masonry block structures with non-associative frictional joints using cone programming F Portioli, C Casapulla, M Gilbert, L Cascini Computers & Structures 143, 108-121, 2014 | 140 | 2014 |
| Modeling of metal structure corrosion damage: A state of the art report R Landolfo, L Cascini, F Portioli Sustainability 2 (7), 2163-2175, 2010 | 117 | 2010 |
| Modelling aspects of the seismic response of steel concentric braced frames M D’Aniello, GLM Ambrosino, F Portioli, R Landolfo Steel Compos. Struct 15 (5), 539-566, 2013 | 110 | 2013 |
| LiABlock_3D: a software tool for collapse mechanism analysis of historic masonry structures L Cascini, R Gagliardo, F Portioli International Journal of Architectural Heritage, 2020 | 104 | 2020 |
| Large displacement analysis of dry-jointed masonry structures subjected to settlements using rigid block modelling F Portioli, L Cascini Engineering Structures 148, 485-496, 2017 | 80 | 2017 |
| Assessment of masonry structures subjected to foundation settlements using rigid block limit analysis F Portioli, L Cascini Engineering Structures 113, 347-361, 2016 | 77 | 2016 |
| The influence of out‐of‐straightness imperfection in physical theory models of bracing members on seismic performance assessment of concentric braced structures M D'Aniello, G La Manna Ambrosino, F Portioli, R Landolfo The Structural Design of Tall and Special Buildings 24 (3), 176-197, 2015 | 67 | 2015 |
| Rigid block modelling of historic masonry structures using mathematical programming: a unified formulation for non-linear time history, static pushover and limit equilibrium … FPA Portioli Bulletin of Earthquake Engineering 18 (1), 211-239, 2020 | 60 | 2020 |
| 3D macro and micro-block models for limit analysis of out-of-plane loaded masonry walls with non-associative Coulomb friction C Casapulla, L Cascini, F Portioli, R Landolfo Meccanica 49, 1653-1678, 2014 | 59 | 2014 |
| Limit analysis of masonry walls by rigid block modelling with cracking units and cohesive joints using linear programming F Portioli, L Cascini, C Casapulla, M D'Aniello Engineering Structures 57, 232-247, 2013 | 59 | 2013 |
| Limit analysis by linear programming of 3D masonry structures with associative friction laws and torsion interaction effects F Portioli, C Casapulla, L Cascini, M D’Aniello, R Landolfo Archive of Applied Mechanics 83, 1415-1438, 2013 | 59 | 2013 |
| Collapse mechanism analysis of historic masonry structures subjected to lateral loads: A comparison between continuous and discrete models M Malena, F Portioli, R Gagliardo, G Tomaselli, L Cascini, G de Felice Computers & Structures 220, 14-31, 2019 | 55 | 2019 |
| Experimental and analytical investigation on the frictional contact behavior of 3D masonry block assemblages C Casapulla, F Portioli Construction and Building Materials 78, 126-143, 2015 | 52 | 2015 |
| An efficient solution procedure for crushing failure in 3D limit analysis of masonry block structures with non-associative frictional joints F Portioli, C Casapulla, L Cascini International Journal of Solids and Structures 69, 252-266, 2015 | 50 | 2015 |
| A macro-block model for in-plane loaded masonry walls with non-associative Coulomb friction C Casapulla, F Portioli, A Maione, R Landolfo Meccanica 48, 2107-2126, 2013 | 49 | 2013 |
| Laser welded built-up cold-formed steel beams: Experimental investigations R Landolfo, O Mammana, F Portioli, G Di Lorenzo, MR Guerrieri Thin-Walled Structures 46 (7-9), 781-791, 2008 | 47 | 2008 |
| Experimental tests on the limit states of dry-jointed tuff blocks C Casapulla, F Portioli Materials and Structures 49, 751-767, 2016 | 42 | 2016 |
| A simplified multi-performance approach to life-cycle assessment of steel structures E Romano, L Cascini, M D'Aniello, F Portioli, R Landolfo Structures 27, 371-382, 2020 | 38 | 2020 |
| Seismic retrofitting of Mustafa Pasha Mosque in Skopje: finite element analysis F Portioli, O Mammana, R Landolfo, FM Mazzolani, L Krstevska, ... Journal of Earthquake Engineering 15 (4), 620-639, 2011 | 37 | 2011 |
| Experimental investigation on shear behaviour of riveted connections in steel structures M D’Aniello, F Portioli, L Fiorino, R Landolfo Engineering Structures 33 (2), 516-531, 2011 | 36 | 2011 |
Mario D'AnielloUniversity of Naples Federico II在 unina.it 的电子邮件经过验证
