Equivalent spectral model and maximum dynamic response for the serviceability analysis of footbridges G Piccardo, F Tubino Engineering Structures 40, 445-456, 2012 | 115 | 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 | 101 | 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 | 93 | 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 | 84 | 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 | 82 | 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 | 79 | 2007 |
A turbulence model based on principal components G Solari, F Tubino Probabilistic Engineering Mechanics 17 (4), 327-335, 2002 | 69 | 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 | 59 | 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 | 55 | 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 | 54 | 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 | 52 | 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 | 47 | 2018 |
Human-induced vibrations on two lively footbridges in Milan F Tubino, L Carassale, G Piccardo Journal of bridge engineering 21 (8), C4015002, 2016 | 44 | 2016 |
Serviceability assessment of footbridges in unrestricted pedestrian traffic conditions F Tubino, G Piccardo Structure and Infrastructure Engineering 12 (12), 1650-1660, 2016 | 42 | 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 | 42 | 2015 |
Gust buffeting of long span bridges: Double Modal Transformation and effective turbulence F Tubino, G Solari Engineering structures 29 (8), 1698-1707, 2007 | 38 | 2007 |
Time varying mean extraction for stationary and nonstationary winds F Tubino, G Solari Journal of wind engineering and industrial aerodynamics 203, 104187, 2020 | 36 | 2020 |
Double proper orthogonal decomposition for representing and simulating turbulence fields F Tubino, G Solari Journal of engineering mechanics 131 (12), 1302-1312, 2005 | 36 | 2005 |