| Grouted sleeve connections used in precast reinforced concrete construction–Experimental investigation of a column-to-column joint N Tullini, F Minghini Engineering Structures 127, 784-803, 2016 | 186 | 2016 |
| Empirical seismic fragility for the precast RC industrial buildings damaged by the 2012 Emilia (Italy) earthquakes N Buratti, F Minghini, E Ongaretto, M Savoia, N Tullini Earthquake Engineering & Structural Dynamics 46 (14), 2317-2335, 2017 | 97 | 2017 |
| Seismic risk assessment of a 50 m high masonry chimney using advanced analysis techniques F Minghini, G Milani, A Tralli Engineering Structures 69, 255-270, 2014 | 78 | 2014 |
| Observational failure analysis of precast buildings after the 2012 Emilia earthquakes F Minghini, E Ongaretto, V Ligabue, M Savoia, N Tullini Earthquakes and Structures 11 (2), 327-346, 2016 | 62 | 2016 |
| Locking‐free finite elements for shear deformable orthotropic thin‐walled beams F Minghini, N Tullini, F Laudiero International Journal for Numerical Methods in Engineering 72 (7), 808-834, 2007 | 55 | 2007 |
| A closed-form equation for the local buckling moment of pultruded FRP I-beams in major-axis bending F Ascione, L Feo, M Lamberti, F Minghini, N Tullini Composites Part B: Engineering 97, 292-299, 2016 | 52 | 2016 |
| Buckling analysis of FRP pultruded frames using locking-free finite elements F Minghini, N Tullini, F Laudiero Thin-walled structures 46 (3), 223-241, 2008 | 43 | 2008 |
| Modal pushover and response history analyses of a masonry chimney before and after shortening F Minghini, E Bertolesi, A Del Grosso, G Milani, A Tralli Engineering Structures 110, 307-324, 2016 | 42 | 2016 |
| Nonlinear analysis of composite beams with concrete-encased steel truss N Tullini, F Minghini Journal of Constructional Steel Research 91, 1-13, 2013 | 40 | 2013 |
| Cyclic test on a precast reinforced concrete column-to-foundation grouted duct connection N Tullini, F Minghini Bulletin of Earthquake Engineering 18 (4), 1657-1691, 2020 | 34 | 2020 |
| Vibration analysis of pultruded FRP frames with semi-rigid connections F Minghini, N Tullini, F Laudiero Engineering Structures 32 (10), 3344-3354, 2010 | 34 | 2010 |
| Updating Italian design guide CNR DT-205/2007 in view of recent research findings: Requirements for pultruded FRP profiles F Minghini, N Tullini, F Ascione American Journal of Engineering and Applied Sciences 9 (3), 702-712, 2016 | 32 | 2016 |
| Elastic buckling analysis of pultruded FRP portal frames having semi-rigid connections F Minghini, N Tullini, F Laudiero Engineering structures 31 (2), 292-299, 2009 | 30 | 2009 |
| Buckling and postbuckling finite-element analysis of pultruded FRP profiles under pure compression F Laudiero, F Minghini, N Tullini Journal of Composites for Construction 18 (1), 04013026, 2014 | 22 | 2014 |
| Vibration analysis with second-order effects of pultruded FRP frames using locking-free elements F Minghini, N Tullini, F Laudiero Thin-walled structures 47 (2), 136-150, 2009 | 21 | 2009 |
| Fragility functions for local failure mechanisms in unreinforced masonry buildings: a typological study in Ferrara, Italy M Nale, F Minghini, A Chiozzi, A Tralli Bulletin of Earthquake Engineering 19 (14), 6049-6079, 2021 | 19 | 2021 |
| Static analysis of shear flexible beams and frames in adhesive contact with an isotropic elastic half-plane using a coupled FE–BIE model E Tezzon, N Tullini, F Minghini Engineering Structures 104, 32-50, 2015 | 18 | 2015 |
| Postbuckling failure analysis of pultruded FRP beams under uniform bending F Laudiero, F Minghini, N Tullini Composites Part B: Engineering 54, 431-438, 2013 | 18 | 2013 |
| Identification of the short-term full-section moduli of pultruded FRP profiles using bending tests F Minghini, N Tullini, F Laudiero Journal of Composites for Construction 18 (1), 04013030, 2014 | 16 | 2014 |
| Numerical failure analysis of built-up columns composed of closely spaced pultruded FRP channels F Minghini, N Tullini, F Ascione, L Feo Composite Structures 207, 478-487, 2019 | 12 | 2019 |
