| Behaviour factor of code-designed steel moment-resisting frames M Ferraioli, A Lavino, A Mandara International journal of steel structures 14, 243-254, 2014 | 67 | 2014 |
| Case study of seismic performance assessment of irregular RC buildings: hospital structure of Avezzano (L’Aquila, Italy) M Ferraioli Earthquake Engineering and Engineering Vibration 14 (1), 141-156, 2015 | 51 | 2015 |
| Base isolation for seismic retrofitting of a multiple building structure: design, construction, and assessment M Ferraioli, A Mandara Mathematical problems in engineering 2017 (1), 4645834, 2017 | 49 | 2017 |
| An adaptive capacity spectrum method for estimating seismic response of steel moment-resisting frames M Ferraioli, A Lavino, A Mandara Ingegneria Sismica 33 (1-2), 47-60, 2016 | 49 | 2016 |
| Dynamic characterisation and seismic assessment of medieval masonry towers M Ferraioli, L Miccoli, D Abruzzese, A Mandara Natural Hazards 86, 489-515, 2017 | 47 | 2017 |
| A modal pushdown procedure for progressive collapse analysis of steel frame structures M Ferraioli Journal of Constructional Steel Research 156, 227-241, 2019 | 44 | 2019 |
| Multi-mode pushover procedure for deformation demand estimates of steel moment-resisting frames M Ferraioli International Journal of Steel Structures 17, 653-676, 2017 | 43 | 2017 |
| Dynamic increase factor for nonlinear static analysis of RC frame buildings against progressive collapse M Ferraioli International Journal of Civil Engineering 17 (3), 281-303, 2019 | 37 | 2019 |
| Evaluation of dynamic increase factor in progressive collapse analysis of steel frame structures considering catenary action M Ferraioli Steel and Composite Structures, an International Journal 30 (3), 253-269, 2019 | 36 | 2019 |
| Seismic performance of a reinforced concrete building retrofitted with self-centering shape memory alloy braces M Ferraioli, A Concilio, C Molitierno Earthquake Engineering and Engineering Vibration 21 (3), 785-809, 2022 | 35 | 2022 |
| Assessment of progressive collapse capacity of earthquake-resistant steel moment frames using pushdown analysis M Ferraioli, AM Avossa, A Mandara Open Construction and Building Technology Journal 8 (1), 324-336, 2014 | 34 | 2014 |
| A modal procedure for seismic analysis of non‐linear base‐isolated multistorey structures P Malangone, M Ferraioli Earthquake engineering & structural dynamics 27 (4), 397-412, 1998 | 34 | 1998 |
| Dynamic increase factor for pushdown analysis of seismically designed steel moment-resisting frames M Ferraioli International Journal of Steel Structures 16, 857-875, 2016 | 33 | 2016 |
| Dynamic characterisation of a historic bell-tower using a sensitivity-based technique for model tuning M Ferraioli, L Miccoli, D Abruzzese Journal of Civil Structural Health Monitoring 8, 253-269, 2018 | 32 | 2018 |
| Base isolation for seismic retrofitting of a multiple building structure: evaluation of equivalent linearization method M Ferraioli, A Mandara Mathematical Problems in Engineering 2016 (1), 8934196, 2016 | 31 | 2016 |
| Structural identification from environmental vibration testing of an asymmetric-plan hospital building in Italy M Ferraioli, D Abruzzese, L Miccoli, A Vari, G Di Lauro COST ACTION C 26, 981-986, 2010 | 25 | 2010 |
| Inelastic torsional response of an asymmetric-plan hospital building in Italy M Ferraioli COST ACTION C 26, 365-370, 2010 | 23 | 2010 |
| Seismic assessment, repair and strengthening of a medieval masonry tower in southern Italy M Ferraioli, A Lavino, D Abruzzese, AM Avossa International Journal of Civil Engineering 18 (9), 967-994, 2020 | 21 | 2020 |
| Effectiveness of multi-mode pushover analysis procedure for the estimation of seismic demands of steel moment frames M Ferraioli, A Lavino, A Mandara Ingegneria Sismica 35 (2), 78-90, 2018 | 21 | 2018 |
| Accuracy of advanced methods for nonlinear static analysis of steel moment-resisting frames M Ferraioli, A M Avossa, A Lavino, A Mandara | 20 | 2014 |
