| Connections for steel–timber hybrid prefabricated buildings. Part I: Experimental tests C Loss, M Piazza, R Zandonini Construction and Building Materials 122, 781-795, 2016 | 228 | 2016 |
| Connections for steel–timber hybrid prefabricated buildings. Part II: Innovative modular structures C Loss, M Piazza, R Zandonini Construction and Building Materials 122, 796-808, 2016 | 190 | 2016 |
| State of the art on the time-dependent behaviour of composite steel–concrete structures G Ranzi, G Leoni, R Zandonini Journal of constructional steel Research 80, 252-263, 2013 | 163 | 2013 |
| Experimental analysis and modelling of semi-rigid steel joints under cyclic reversal loading C Bernuzzi, R Zandonini, P Zanon Journal of Constructional Steel Research 38 (2), 95-123, 1996 | 148 | 1996 |
| Ductile moment-resistant steel–timber connections M Andreolli, M Piazza, R Tomasi, R Zandonini Proceedings of the Institution of Civil Engineers-Structures and Buildings …, 2011 | 89 | 2011 |
| A reliability-based bridge management concept D Zonta, R Zandonini, F Bortot Structures & Infrastructure Engineering 3 (3), 215-235, 2007 | 83 | 2007 |
| STRUCTURAL CONNECTIONS. STABILITY AND STRENGTH. CHAPTER 2. METHODS OF PREDICTION OF JOINT BEHAVIOUR: BEAM-TO-COLUMN CONNECTIONS DA Nethercot, R Zandonini Publication of: Jason Consultants SA, 1989 | 78 | 1989 |
| Semi-rigid composite joints R Zandonini Elsevier Applied Science, Structural Connections. Stability and Strength …, 1989 | 69 | 1989 |
| Experimental analysis of end plate connections R Zandonini, P Zanon Elsevier Applied Science Publishers Ltd,, 41-51, 1988 | 63 | 1988 |
| Elastic buckling analysis of perforated thin-walled structures by the isoparametric spline finite strip method G Eccher, KJR Rasmussen, R Zandonini Thin-Walled Structures 46 (2), 165-191, 2008 | 60 | 2008 |
| Geometric nonlinear isoparametric spline finite strip analysis of perforated thin-walled structures G Eccher, KJR Rasmussen, R Zandonini Thin-walled structures 47 (2), 219-232, 2009 | 59 | 2009 |
| Steel-concrete frames under the column loss scenario: An experimental study R Zandonini, N Baldassino, F Freddi, G Roverso Journal of Constructional Steel Research 162, 105527, 2019 | 57 | 2019 |
| Design by testing of industrial racks N Baldassino, R Zandonini Advanced Steel Construction 7 (1), 27-47, 2011 | 49 | 2011 |
| Robust structures by joint ductility U Kuhlmann, L Rolle, JP Jaspart, JF Demonceau, O Vassart, K Weynand, ... European Commission, Bruxelle, Belgium, 2008 | 49 | 2008 |
| Ductile end connections for glulam beams R Tomasi, R Zandonini, M Piazza, M Andreolli Structural Engineering International 18 (3), 290-296, 2008 | 45 | 2008 |
| Reprint of response of CFS sheathed shear walls M Accorti, N Baldassino, R Zandonini, F Scavazza, CA Rogers Structures 8, 318-330, 2016 | 44 | 2016 |
| Stability of compact built-up struts: experimental investigation and numerical simulation R Zandonini Construzioni metalliche 4 (Jun), 288, 1985 | 44 | 1985 |
| Semi-rigid composite action: experimental analysis and a suitable model R Puhali, I Smotlak, R Zandonini Journal of Constructional Steel Research 15 (1-2), 121-151, 1990 | 41 | 1990 |
| Behaviour and strength of steel frames with semi-rigid connections C Poggi, R Zandonini Chen Wai-Fah, 1985 | 39 | 1985 |
| Impact of prior perception on bridge health diagnosis C Cappello, D Zonta, M Pozzi, B Glisic, R Zandonini Journal of Civil Structural Health Monitoring 5 (4), 509-525, 2015 | 38 | 2015 |
Daniele ZontaUniversity of TrentoVerified email at unitn.it
