| Experimental study of a novel precast prestressed reinforced concrete beam-to-column joint H Wang, EM Marino, P Pan, H Liu, X Nie Engineering Structures 156, 68-81, 2018 | 115 | 2018 |
| Design method and behavior factor for steel frames with buckling restrained braces M Bosco, EM Marino Earthquake Engineering & Structural Dynamics 42 (8), 1243-1263, 2013 | 100 | 2013 |
| Comparison of European and Japanese seismic design of steel building structures EM Marino, M Nakashima, KM Mosalam Engineering structures 27 (6), 827-840, 2005 | 91 | 2005 |
| Seismic performance and new design procedure for chevron‐braced frames EM Marino, M Nakashima Earthquake engineering & structural dynamics 35 (4), 433-452, 2006 | 75 | 2006 |
| Energy, seismic, and architectural renovation of RC framed buildings with prefabricated timber panels G Margani, G Evola, C Tardo, EM Marino Sustainability 12 (12), 4845, 2020 | 67 | 2020 |
| 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 | 64 | 2016 |
| 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 |
| Corrective eccentricities for assessment by the nonlinear static method of 3D structures subjected to bidirectional ground motions M Bosco, A Ghersi, EM Marino Earthquake engineering & structural dynamics 41 (13), 1751-1773, 2012 | 60 | 2012 |
| A unified approach for the design of high ductility steel frames with concentric braces in the framework of Eurocode 8 EM Marino Earthquake engineering & structural dynamics 43 (1), 97-118, 2014 | 59 | 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 |
| On the evaluation of seismic response of structures by nonlinear static methods M Bosco, A Ghersi, EM Marino Earthquake engineering & structural dynamics 38 (13), 1465-1482, 2009 | 52 | 2009 |
| 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 |
| Design, testing and finite element analysis of an improved precast prestressed beam-to-column joint H Wang, EM Marino, P Pan Engineering Structures 199, 109661, 2019 | 42 | 2019 |
| 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 |
| 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 |
Masayoshi NakashimaProfessor, Disaster Prevention Research Institute, Kyoto UniversityEmail verificata su archi.kyoto-u.ac.jp
