| Free from damage beam-to-column joints: Testing and design of DST connections with friction pads M Latour, V Piluso, G Rizzano Engineering Structures 85, 219-233, 2015 | 159 | 2015 |
| 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 | 140 | 2018 |
| Experimental analysis of bolted steel beam-to-column connections: component identification F Iannone, M Latour, V Piluso, G Rizzano Journal of Earthquake engineering 15 (2), 214-244, 2011 | 131 | 2011 |
| Experimental analysis on friction materials for supplemental damping devices M Latour, V Piluso, G Rizzano Construction and Building Materials 65, 159-176, 2014 | 127 | 2014 |
| Experimental response of a low-yielding, self-centering, rocking column base joint with friction dampers M Latour, G Rizzano, A Santiago, LS da Silva Soil Dynamics and Earthquake Engineering 116, 580-592, 2019 | 98 | 2019 |
| Design and analysis of a seismic resilient steel moment resisting frame equipped with damage-free self-centering column bases E Elettore, F Freddi, M Latour, G Rizzano Journal of Constructional Steel Research 179, 106543, 2021 | 95 | 2021 |
| Experimental analysis and mechanical modeling of T-stubs with four bolts per row L Massimo, R Gianvittorio, S Aldina, S da Silva Luis Journal of Constructional Steel Research 101, 158-174, 2014 | 89 | 2014 |
| Experimental analysis of beam-to-column joints equipped with sprayed aluminium friction dampers M Latour, V Piluso, G Rizzano Journal of Constructional Steel Research 146, 33-48, 2018 | 87 | 2018 |
| Cyclic modeling of bolted beam-to-column connections: component approach M Latour, V Piluso, G Rizzano Journal of Earthquake Engineering 15 (4), 537-563, 2011 | 84 | 2011 |
| Experimental behavior and mechanical modeling of dissipative T-stub connections M Latour, G Rizzano Journal of Structural Engineering 138 (2), 170-182, 2012 | 82 | 2012 |
| Experimental analysis of innovative dissipative bolted double split tee beam‐to‐column connections M Latour, V Piluso, G Rizzano Steel Construction 4 (2), 53-64, 2011 | 82 | 2011 |
| Experimental behaviour of innovative thermal spray coating materials for FREEDAM joints GF Cavallaro, A Francavilla, M Latour, V Piluso, G Rizzano Composites Part B: Engineering 115, 289-299, 2017 | 73 | 2017 |
| Standardised friction damper bolt assemblies time-related relaxation and installed tension variability GF Cavallaro, M Latour, AB Francavilla, V Piluso, G Rizzano Journal of Constructional Steel Research 141, 145-155, 2018 | 72 | 2018 |
| Simplified finite element analysis of bolted T-stub connection components AB Francavilla, M Latour, V Piluso, G Rizzano Engineering structures 100, 656-664, 2015 | 69 | 2015 |
| Cyclic behavior and modeling of a dissipative connector for cross-laminated timber panel buildings M Latour, G Rizzano Journal of Earthquake Engineering 19 (1), 137-171, 2015 | 62 | 2015 |
| Critical issues in parameter calibration of cyclic models for steel members C Chisari, AB Francavilla, M Latour, V Piluso, G Rizzano, C Amadio Engineering Structures 132, 123-138, 2017 | 59 | 2017 |
| FEM analysis of push-out test response of Hybrid Steel Trussed Concrete Beams (HSTCBs) P Colajanni, L La Mendola, M Latour, A Monaco, G Rizzano Journal of Constructional Steel Research 111, 88-102, 2015 | 57 | 2015 |
| Bolted T-stubs: A refined model for flange and bolt fracture modes AB Francavilla, M Latour, V Piluso, G Rizzano Steel Compos. Struct 20 (2), 267-293, 2016 | 55 | 2016 |
| Pilot study on the experimental behavior of GFRP-steel slip-critical connections L Feo, M Latour, R Penna, G Rizzano Composites Part B: Engineering 115, 209-222, 2017 | 52 | 2017 |
| Performance evaluation of a seismic retrofitted RC precast industrial building E Nastri, M Vergato, M Latour Earthquakes and structures 12 (1), 13-21, 2017 | 52 | 2017 |
Vincenzo PILUSODepartment of Civil Engineering, University of Salerno, ItalyAdresse e-mail validée de unisa.it
