| Removable friction dampers for low-damage steel beam-to-column joints M Latour, M D’Aniello, M Zimbru, G Rizzano, V Piluso, R Landolfo Soil Dynamics and Earthquake Engineering 115, 66-81, 2018 | 183 | 2018 |
| Seismic design of extended stiffened end-plate joints in the framework of Eurocodes M D'Aniello, R Tartaglia, S Costanzo, R Landolfo Journal of Constructional Steel Research 128, 512-527, 2017 | 171 | 2017 |
| Field testing of all-steel buckling-restrained braces applied to a damaged reinforced concrete building G Della Corte, M D’Aniello, R Landolfo Journal of structural engineering 141 (1), D4014004, 2015 | 168 | 2015 |
| Full strength extended stiffened end-plate joints: AISC vs recent European design criteria R Tartaglia, M D'Aniello, GA Rassati, JA Swanson, R Landolfo Engineering Structures 159, 155-171, 2018 | 163 | 2018 |
| Experimental analysis of steel dissipative bracing systems for seismic upgrading FM Mazzolani, GD Corte, M D'Aniello Journal of Civil Engineering and Management 15 (1), 7-19, 2009 | 160 | 2009 |
| Analytical and numerical study of plastic overstrength of shear links G Della Corte, M D'Aniello, R Landolfo Journal of Constructional Steel Research 82, 19-32, 2013 | 153 | 2013 |
| Ultimate behavior of steel beams under non-uniform bending M D'Aniello, R Landolfo, V Piluso, G Rizzano Journal of Constructional Steel Research 78, 144-158, 2012 | 151 | 2012 |
| Simplified criteria for finite element modelling of European preloadable bolts M D’Aniello, D Cassiano, R Landolfo Steel Compos. Struct 24 (6), 643-658, 2017 | 140 | 2017 |
| Monotonic and cyclic inelastic tensile response of European preloadable gr10. 9 bolt assemblies M D'Aniello, D Cassiano, R Landolfo Journal of Constructional Steel Research 124, 77-90, 2016 | 140 | 2016 |
| The influence of rib stiffeners on the response of extended end-plate joints R Tartaglia, M D'Aniello, R Landolfo Journal of Constructional Steel Research 148, 669-690, 2018 | 118 | 2018 |
| Modelling aspects of the seismic response of steel concentric braced frames M D’Aniello, G La Manna Ambrosino, F Portioli, R Landolfo Steel and Composite Structures, An International Journal 15 (5), 539-566, 2013 | 116 | 2013 |
| Experimental and numerical study on the T-Stub behaviour with preloaded bolts under large deformations R Tartaglia, M D'Aniello, M Zimbru Structures 27, 2137-2155, 2020 | 103 | 2020 |
| The influence of beam stiffness on seismic response of chevron concentric bracings M D'Aniello, S Costanzo, R Landolfo Journal of Constructional Steel Research 112, 305-324, 2015 | 99 | 2015 |
| Seismic performance of dual-steel moment resisting frames A Tenchini, M D'Aniello, C Rebelo, R Landolfo, LS da Silva, L Lima Journal of Constructional Steel Research 101, 437-454, 2014 | 88 | 2014 |
| Analytical prediction of available rotation capacity of cold-formed rectangular and square hollow section beams M D'Aniello, EM Güneyisi, R Landolfo, K Mermerdaş Thin-Walled Structures 77, 141-152, 2014 | 88 | 2014 |
| Proposal of AISC-compliant seismic design criteria for ductile partially-restrained end-plate bolted joints R Tartaglia, M D'Aniello, GA Rassati Journal of Constructional Steel Research 159, 364-383, 2019 | 87 | 2019 |
| Finite element simulations on the ultimate response of extended stiffened end-plate joints R Tartaglia, M D’Aniello, M Zimbru, R Landolfo Steel and Composite Structures, An International Journal 27 (6), 727-745, 2018 | 86 | 2018 |
| Seismic response of steel Moment Resisting Frames equipped with friction beam-to-column joints E Nastri, M D’Aniello, M Zimbru, S Streppone, R Landolfo, R Montuori, ... Soil Dynamics and Earthquake Engineering 119, 144-157, 2019 | 85 | 2019 |
| Influence of seismic design rules on the robustness of steel moment resisting frames D Cassiano, M D’Aniello, C Rebelo, R Landolfo, L da Silva Steel and Composite Structures, An International Journal 21 (3), 479-500, 2016 | 84 | 2016 |
| Review of steel buckling‐restrained braces G Della Corte, M D’Aniello, R Landolfo, FM Mazzolani Steel construction 4 (2), 85-93, 2011 | 82 | 2011 |
Gaetano Della CorteUniversity of Naples Federico IIVerified email at unina.it
