Tensile properties and microstructural features of 304L austenitic stainless steel produced by wire-and-arc additive manufacturing V Laghi, M Palermo, L Tonelli, G Gasparini, L Ceschini, T Trombetti The International Journal of Advanced Manufacturing Technology 106, 3693-3705, 2020 | 141 | 2020 |
Experimental results for structural design of Wire-and-Arc Additive Manufactured stainless steel members V Laghi, M Palermo, G Gasparini, VA Girelli, T Trombetti Journal of Constructional Steel Research 167, 105858, 2020 | 104 | 2020 |
Influence of grain refinement and microstructure on fatigue behavior for solid-state additively manufactured Al-Zn-Mg-Cu alloy DZ Avery, BJ Phillips, CJT Mason, M Palermo, MB Williams, C Cleek, ... Metallurgical and Materials Transactions A 51, 2778-2795, 2020 | 99 | 2020 |
Computational design and manufacturing of a half-scaled 3D-printed stainless steel diagrid column V Laghi, M Palermo, G Gasparini, T Trombetti Additive Manufacturing 36, 101505, 2020 | 81 | 2020 |
On the influence of the geometrical irregularities in the mechanical response of wire-and-arc additively manufactured planar elements V Laghi, M Palermo, G Gasparini, VA Girelli, T Trombetti Journal of Constructional Steel Research 178, 106490, 2021 | 73 | 2021 |
Experimentally-validated orthotropic elastic model for wire-and-arc additively manufactured stainless steel V Laghi, L Tonelli, M Palermo, M Bruggi, R Sola, L Ceschini, T Trombetti Additive Manufacturing 42, 101999, 2021 | 67 | 2021 |
Crescent shaped braces for the seismic design of building structures M Palermo, S Silvestri, G Gasparini, T Trombetti Materials and Structures 48, 1485-1502, 2015 | 61 | 2015 |
Results of pseudo-static tests with cyclic horizontal load on cast in situ sandwich squat concrete walls I Ricci, M Palermo, G Gasparini, S Silvestri, T Trombetti Engineering structures 54, 131-149, 2013 | 61 | 2013 |
A “direct five-step procedure” for the preliminary seismic design of buildings with added viscous dampers M Palermo, S Silvestri, L Landi, G Gasparini, T Trombetti Engineering Structures 173, 933-950, 2018 | 52 | 2018 |
Assessment of design mechanical parameters and partial safety factors for Wire-and-Arc Additive Manufactured stainless steel V Laghi, M Palermo, G Gasparini, M Veljkovic, T Trombetti Engineering Structures 225, 111314, 2020 | 45 | 2020 |
Experimental tests on Crescent Shaped Braces hysteretic devices M Palermo, L Pieraccini, A Dib, S Silvestri, T Trombetti Engineering Structures 144, 185-200, 2017 | 41 | 2017 |
Experimentally-validated modelling of thin RC sandwich walls subjected to seismic loads M Palermo, T Trombetti Engineering Structures 119, 95-109, 2016 | 41 | 2016 |
Multi-performance seismic design through an enhanced first-storey isolation system M Palermo, I Ricci, S Gagliardi, S Silvestri, T Trombetti, G Gasparini Engineering structures 59, 495-506, 2014 | 41 | 2014 |
On the dimensioning of viscous dampers for the mitigation of the earthquake-induced effects in moment-resisting frame structures M Palermo, S Muscio, S Silvestri, L Landi, T Trombetti Bulletin of Earthquake Engineering 11, 2429-2446, 2013 | 39 | 2013 |
Mechanical response of dot-by-dot wire-and-arc additively manufactured 304L stainless steel bars under tensile loading V Laghi, M Palermo, L Tonelli, G Gasparini, VA Girelli, L Ceschini, ... Construction and Building Materials 318, 125925, 2022 | 37 | 2022 |
Peak velocities estimation for a direct five-step design procedure of inter-storey viscous dampers M Palermo, S Silvestri, L Landi, G Gasparini, T Trombetti Bulletin of Earthquake Engineering 14, 599-619, 2016 | 37 | 2016 |
Geometrical characterization of wire-and-arc additive manufactured steel elements V Laghi, M Palermo, G Gasparini, VA Girelli, T Trombetti Advanced Materials Letters 10 (10), 695-699, 2019 | 33 | 2019 |
Force reduction factor for building structures equipped with added viscous dampers M Palermo, S Silvestri, T Trombetti, L Landi Bulletin of Earthquake Engineering 11, 1661-1681, 2013 | 33 | 2013 |
An approach for the mechanical characterisation of the Asinelli Tower (Bologna) in presence of insufficient experimental data M Palermo, S Silvestri, G Gasparini, S Baraccani, T Trombetti Journal of Cultural Heritage 16 (4), 536-543, 2015 | 32 | 2015 |
Preliminary interpretation of shaking-table response of a full-scale 3-storey building composed of thin reinforced concrete sandwich walls M Palermo, I Ricci, S Silvestri, G Gasparini, T Trombetti, D Foti, S Ivorra Engineering Structures 76, 75-89, 2014 | 32 | 2014 |