| Equivalent spectral model and maximum dynamic response for the serviceability analysis of footbridges G Piccardo, F Tubino Engineering Structures 40, 445-456, 2012 | 111 | 2012 |
| Proper orthogonal decomposition in wind engineering-Part 1: A state-of-the-art and some prospects G Solari, L Carassale, F Tubino Wind and Structures 10 (2), 153-176, 2007 | 100 | 2007 |
| Parametric resonance of flexible footbridges under crowd-induced lateral excitation G Piccardo, F Tubino Journal of Sound and Vibration 311 (1-2), 353-371, 2008 | 92 | 2008 |
| Some research perspectives in galloping phenomena: critical conditions and post-critical behavior G Piccardo, LC Pagnini, F Tubino Continuum Mechanics and Thermodynamics 27, 261-285, 2015 | 91 | 2015 |
| Relationships among aerodynamic admittance functions, flutter derivatives and static coefficients for long-span bridges F Tubino Journal of Wind Engineering and Industrial Aerodynamics 93 (12), 929-950, 2005 | 87 | 2005 |
| Tuned mass damper optimization for the mitigation of human-induced vibrations of pedestrian bridges F Tubino, G Piccardo Meccanica 50, 809-824, 2015 | 81 | 2015 |
| Simplified procedures for vibration serviceability analysis of footbridges subjected to realistic walking loads G Piccardo, F Tubino Computers & structures 87 (13-14), 890-903, 2009 | 79 | 2009 |
| Proper orthogonal decomposition in wind engineering. Part 2: Theoretical aspects and some applications L Carassale, G Solari, F Tubino Wind and Structures 10 (2), 177-208, 2007 | 78 | 2007 |
| A turbulence model based on principal components G Solari, F Tubino Probabilistic Engineering Mechanics 17 (4), 327-335, 2002 | 65 | 2002 |
| Equivalent nonlinear beam model for the 3-D analysis of shear-type buildings: Application to aeroelastic instability G Piccardo, F Tubino, A Luongo International Journal of Non-Linear Mechanics 80, 52-65, 2016 | 57 | 2016 |
| A shear–shear torsional beam model for nonlinear aeroelastic analysis of tower buildings G Piccardo, F Tubino, A Luongo Zeitschrift für angewandte Mathematik und Physik 66, 1895-1913, 2015 | 54 | 2015 |
| Equivalent Timoshenko linear beam model for the static and dynamic analysis of tower buildings G Piccardo, F Tubino, A Luongo Applied Mathematical Modelling 71, 77-95, 2019 | 52 | 2019 |
| Dynamic response of Euler-Bernoulli beams to resonant harmonic moving loads G Piccardo, F Tubino Structural Engineering and Mechanics 44 (5), 681-704, 2012 | 51 | 2012 |
| Probabilistic assessment of the dynamic interaction between multiple pedestrians and vertical vibrations of footbridges F Tubino Journal of Sound and Vibration 417, 80-96, 2018 | 46 | 2018 |
| Human-induced vibrations on two lively footbridges in Milan F Tubino, L Carassale, G Piccardo Journal of bridge engineering 21 (8), C4015002, 2016 | 42 | 2016 |
| Serviceability assessment of footbridges in unrestricted pedestrian traffic conditions F Tubino, G Piccardo Structure and Infrastructure Engineering 12 (12), 1650-1660, 2016 | 41 | 2016 |
| Aeroelastic instability and wind-excited response of complex lighting poles and antenna masts CH Nguyen, A Freda, G Solari, F Tubino Engineering Structures 85, 264-276, 2015 | 40 | 2015 |
| Gust buffeting of long span bridges: Double Modal Transformation and effective turbulence F Tubino, G Solari Engineering structures 29 (8), 1698-1707, 2007 | 37 | 2007 |
| Seismic response of multi‐supported structures by proper orthogonal decomposition F Tubino, L Carassale, G Solari Earthquake engineering & structural dynamics 32 (11), 1639-1654, 2003 | 35 | 2003 |
| Time varying mean extraction for stationary and nonstationary winds F Tubino, G Solari Journal of wind engineering and industrial aerodynamics 203, 104187, 2020 | 34 | 2020 |
