| Effects of near‐fault ground motions on the nonlinear dynamic response of base‐isolated rc framed buildings F Mazza, A Vulcano Earthquake engineering & structural dynamics 41 (2), 211-232, 2012 | 184 | 2012 |
| Nonlinear response of RC framed buildings with isolation and supplemental damping at the base subjected to near-fault earthquakes F Mazza, A Vulcano Journal of earthquake engineering 13 (5), 690-715, 2009 | 123 | 2009 |
| Control of the earthquake and wind dynamic response of steel‐framed buildings by using additional braces and/or viscoelastic dampers F Mazza, A Vulcano Earthquake Engineering & Structural Dynamics 40 (2), 155-174, 2011 | 99 | 2011 |
| Seismic demand of base-isolated irregular structures subjected to pulse-type earthquakes F Mazza Soil Dynamics and Earthquake Engineering 108, 111-129, 2018 | 90 | 2018 |
| Nonlinear seismic analysis of irregular rc framed buildings base-isolated with friction pendulum system under near-fault excitations F Mazza, M Mazza Soil Dynamics and Earthquake Engineering 90, 299-312, 2016 | 75 | 2016 |
| Displacement-based design procedure of damped braces for the seismic retrofitting of rc framed buildings F Mazza, A Vulcano Bulletin of Earthquake Engineering 13, 2121-2143, 2015 | 75 | 2015 |
| Nonlinear dynamic response of rc framed structures subjected to near-fault ground motions F Mazza, A Vulcano Bulletin of Earthquake Engineering 8, 1331-1350, 2010 | 73 | 2010 |
| Nonlinear dynamic response of RC buildings with different base isolation systems subjected to horizontal and vertical components of near-fault ground motions F Mazza, A Vulcano, M Mazza The Open Construction & Building Technology Journal 6 (1), 2012 | 72 | 2012 |
| Displacement-based seismic design of hysteretic damped braces for retrofitting in-elevation irregular rc framed structures F Mazza, M Mazza, A Vulcano Soil Dynamics and Earthquake Engineering 69, 115-124, 2015 | 71 | 2015 |
| Modelling and nonlinear static analysis of reinforced concrete framed buildings irregular in plan F Mazza Engineering structures 80, 98-108, 2014 | 69 | 2014 |
| Equivalent viscous damping for displacement-based seismic design of hysteretic damped braces for retrofitting framed buildings F Mazza, A Vulcano Bulletin of Earthquake Engineering 12, 2797-2819, 2014 | 67 | 2014 |
| Structural and non-structural intensity measures for the assessment of base-isolated structures subjected to pulse-like near-fault earthquakes F Mazza, R Labernarda Soil Dynamics and Earthquake Engineering 96, 115-127, 2017 | 65 | 2017 |
| Nonlinear modeling and analysis of RC framed buildings located in a near-fault area F Mazza, M Mazza The Open Construction & Building Technology Journal 6 (1), 2012 | 65 | 2012 |
| Base-isolation systems for the seismic retrofitting of rc framed buildings with soft-storey subjected to near-fault earthquakes F Mazza, M Mazza, A Vulcano Soil Dynamics and Earthquake Engineering 109, 209-221, 2018 | 62 | 2018 |
| JET-PACS project: dynamic experimental tests and numerical results obtained for a steel frame equipped with hysteretic damped chevron braces FC Ponzo, A Di Cesare, D Nigro, A Vulcano, F Mazza, M Dolce, C Moroni Journal of Earthquake Engineering 16 (5), 662-685, 2012 | 61 | 2012 |
| Nonlinear analysis of spatial framed structures by a lumped plasticity model based on the Haar–Kàrmàn principle F Mazza, M Mazza Computational Mechanics 45, 647-664, 2010 | 61 | 2010 |
| Effects of the long‐term behaviour of isolation devices on the seismic response of base‐isolated buildings F Mazza Structural Control and Health Monitoring 26 (4), e2331, 2019 | 59 | 2019 |
| Nonlinear response of rc framed buildings retrofitted by different base-isolation systems under horizontal and vertical components of near-fault earthquakes F Mazza, M Mazza, A Vulcano Earthq Struct 12 (1), 135-144, 2017 | 56 | 2017 |
| In‐plane–out‐of‐plane non‐linear model of masonry infills in the seismic analysis of rc‐framed buildings F Mazza Earthquake Engineering & Structural Dynamics 48 (4), 432-453, 2019 | 54 | 2019 |
| A plastic-damage hysteretic model to reproduce strength stiffness degradation F Mazza Bulletin of Earthquake Engineering 17 (6), 3517-3544, 2019 | 42 | 2019 |
