| Seismic behaviour of eccentrically braced frames M Bosco, PP Rossi Engineering Structures 31 (3), 664-674, 2009 | 151 | 2009 |
| Influence of the link overstrength factor on the seismic behaviour of eccentrically braced frames PP Rossi, A Lombardo Journal of Constructional Steel Research 63 (11), 1529-1545, 2007 | 96 | 2007 |
| Improvement of the model proposed by Menegotto and Pinto for steel M Bosco, E Ferrara, A Ghersi, EM Marino, PP Rossi Engineering Structures 124, 442-456, 2016 | 65 | 2016 |
| Influence of bi-directional ground motions on the inelastic response of one-storey in-plan irregular systems A Ghersi, PP Rossi Engineering Structures 23 (6), 579-591, 2001 | 65 | 2001 |
| Exact evaluation of the location of the optimum torsion axis EM Marino, PP Rossi The Structural Design of Tall and Special Buildings 13 (4), 277-290, 2004 | 61 | 2004 |
| Modelling of steel link beams of short, intermediate or long length M Bosco, EM Marino, PP Rossi Engineering structures 84, 406-418, 2015 | 60 | 2015 |
| An accurate strength amplification factor for the design of SDOF systems with P–Δ effects F Amara, M Bosco, EM Marino, PP Rossi Earthquake engineering & structural dynamics 43 (4), 589-611, 2014 | 60 | 2014 |
| An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings M Bosco, EM Marino, PP Rossi Bulletin of Earthquake Engineering 11 (5), 1423-1445, 2013 | 56 | 2013 |
| A multi‐performance design method for seismic upgrading of existing RC frames by BRBs F Barbagallo, M Bosco, EM Marino, PP Rossi, PR Stramondo Earthquake Engineering & Structural Dynamics 46 (7), 1099-1119, 2017 | 52 | 2017 |
| Design of steel frames equipped with BRBs in the framework of Eurocode 8 M Bosco, EM Marino, PP Rossi Journal of Constructional Steel Research 113, 43-57, 2015 | 51 | 2015 |
| Achieving a more effective concentric braced frame by the double-stage yield BRB F Barbagallo, M Bosco, EM Marino, PP Rossi Engineering Structures 186, 484-497, 2019 | 49 | 2019 |
| Effect of overstrength on the seismic behaviour of multi-storey regularly asymmetric buildings M De Stefano, EM Marino, PP Rossi Bulletin of Earthquake Engineering 4, 23-42, 2006 | 46 | 2006 |
| Importance of isotropic hardening in the modeling of buckling restrained braces PP Rossi Journal of Structural Engineering 141 (4), 04014124, 2015 | 44 | 2015 |
| Predicting displacement demand of multi-storey asymmetric buildings by nonlinear static analysis and corrective eccentricities M Bosco, GAF Ferrara, A Ghersi, EM Marino, PP Rossi Engineering Structures 99, 373-387, 2015 | 37 | 2015 |
| A design procedure for dual eccentrically braced systems: Analytical formulation M Bosco, PP Rossi Journal of constructional steel research 80, 440-452, 2013 | 37 | 2013 |
| A design procedure for tied braced frames PP Rossi Earthquake engineering & structural dynamics 36 (14), 2227-2248, 2007 | 37 | 2007 |
| Proposal of modifications to the design provisions of Eurocode 8 for buildings with split K eccentric braces M Bosco, EM Marino, PP Rossi Engineering Structures 61, 209-223, 2014 | 36 | 2014 |
| Formulation of design eccentricity to reduce ductility demand in asymmetric buildings A Ghersi, PP Rossi Engineering structures 22 (7), 857-871, 2000 | 34 | 2000 |
| Comparison of nonlinear static methods for the assessment of asymmetric buildings M Bosco, A Ghersi, EM Marino, PP Rossi Bulletin of Earthquake Engineering 11, 2287-2308, 2013 | 33 | 2013 |
| A capacity design procedure for columns of steel structures with diagonals braces M Bosco, A Ghersi, EM Marino, PP Rossi The Open Construction & Building Technology Journal 8 (1), 2014 | 31 | 2014 |
