| 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 | 156 | 2017 |
| 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 | 89 | 2015 |
| Proposal of design rules for ductile X‐CBFS in the framework of EUROCODE 8 S Costanzo, M D'Aniello, R Landolfo Earthquake Engineering & Structural Dynamics 48 (1), 124-151, 2019 | 64 | 2019 |
| Seismic design criteria for chevron CBFs: Proposals for the next EC8 (part-2) S Costanzo, M D'Aniello, R Landolfo Journal of constructional steel research 138, 17-37, 2017 | 64 | 2017 |
| The influence of moment resisting beam-to-column connections on seismic behavior of chevron concentrically braced frames S Costanzo, M D’Aniello, R Landolfo Soil Dynamics and Earthquake Engineering 113, 136-147, 2018 | 56 | 2018 |
| Seismic design criteria for chevron CBFs: European vs North American codes (part-1) S Costanzo, M D'Aniello, R Landolfo Journal of constructional steel research 135, 83-96, 2017 | 56 | 2017 |
| Critical review of seismic design criteria for chevron concentrically braced frames: the role of the brace-intercepted beam S Costanzo, M D’Aniello, R Landolfo Ingegneria Sismica: International Journal of Earthquake Engineering 1 (2), 72-89, 2016 | 38 | 2016 |
| Seismic design rules for ductile Eurocode-compliant two-storey X concentrically braced frames S Costanzo, M D’Aniello, R Landolfo Steel and Composite Structures, An International Journal 36 (3), 273-291, 2020 | 30 | 2020 |
| Seismic behaviour of EC8-compliant moment resisting and concentrically braced frames S Costanzo, R Tartaglia, G Di Lorenzo, A De Martino Buildings 9 (9), 196, 2019 | 29 | 2019 |
| Critical discussion on seismic design criteria for X concentrically braced frames S Costanzo, M D'Aniello, R Landolfo, A De Martino Ingegneria Sismica 35 (2), 2018 | 28 | 2018 |
| Concentrically braced frames: European vs. North American seismic design provisions S Costanzo, L Raffaele The Open Civil Engineering Journal 11 (1), 2017 | 26 | 2017 |
| European pre-QUALified steel JOINTS (EQUALJOINTS) R Landolfo, M D’Aniello, S Costanzo, R Tartaglia, A Stratan, D Dubina, ... Research fund for coal and steel (RFCS), 2013-2016, 2018 | 23 | 2018 |
| Experimental tests on extended stiffened end-plate joints within equal joints project M D'Aniello, R Tartaglia, S Costanzo, G Campanella, R Landolfo, ... Key engineering materials 763, 406-413, 2018 | 21 | 2018 |
| EQUALJOINTS PLUS-Volume with information borchures for 4 seimsically qualified joints R Landolfo, M D'Aniello, S Costanzo, R Tartaglia, JF Demonceau, ... ECCS, 2018 | 14 | 2018 |
| Evolution of ec8 seismic design rules for x concentric bracings A Campiche, S Costanzo Symmetry 12 (11), 1807, 2020 | 10 | 2020 |
| Dual steel eccentrically braced frames designed according to Eurocode 8 S Costanzo, M D'Aniello, R Landolfo Ingegneria Sismica 39 (1), 70-92, 2022 | 8 | 2022 |
| European pre-qualified steel joints (Equaljoints final report) R Landolfo, M D’Aniello, S Costanzo, R Tartaglia, A Stratan, D Dubina, ... European Commission Research Programme of the Research Fund for Coal and …, 2018 | 6 | 2018 |
| 03.10: Seismic design and performance of extended stiffened end‐plate joints R Tartaglia, M D'Aniello, S Costanzo, R Landolfo, A De Martino ce/papers 1 (2-3), 570-579, 2017 | 5 | 2017 |
| Remarks on seismic design rules of EC8 for inverted-V CBFs S Costanzo, M D'Aniello, R Landolfo, A De Martino Key Engineering Materials 763, 1147-1154, 2018 | 4 | 2018 |
| Nonlinear Static Response of Low-Moderate Ductile Chevron Concentrically Braced Frames Designed According to Eurocode 8 S Costanzo, M D’Aniello, R Landolfo Buildings 13 (1), 120, 2023 | 3 | 2023 |
Mario D'AnielloUniversity of Naples Federico II在 unina.it 的电子邮件经过验证
