| Probabilistic 3-D turbulence modeling for gust buffeting of structures G Solari, G Piccardo Probabilistic Engineering Mechanics 16 (1), 73-86, 2001 | 446 | 2001 |
| Analytical and numerical approaches to nonlinear galloping of internally resonant suspended cables A Luongo, D Zulli, G Piccardo Journal of Sound and Vibration 315 (3), 375-393, 2008 | 158 | 2008 |
| Non-linear galloping of sagged cables in 1: 2 internal resonance A Luongo, G Piccardo Journal of Sound and Vibration 214 (5), 915-940, 1998 | 147 | 1998 |
| Linear instability mechanisms for coupled translational galloping A Luongo, G Piccardo Journal of sound and vibration 288 (4-5), 1027-1047, 2005 | 132 | 2005 |
| On the effect of twist angle on nonlinear galloping of suspended cables A Luongo, D Zulli, G Piccardo Computers & Structures 87 (15-16), 1003-1014, 2009 | 126 | 2009 |
| 3D wind-excited response of slender structures: Closed-form solution G Piccardo, G Solari Journal of Structural Engineering 126 (8), 936-943, 2000 | 117 | 2000 |
| Equivalent spectral model and maximum dynamic response for the serviceability analysis of footbridges G Piccardo, F Tubino Engineering Structures 40, 445-456, 2012 | 105 | 2012 |
| A linear curved-beam model for the analysis of galloping in suspended cables A Luongo, D Zulli, G Piccardo Journal of Mechanics of Materials and Structures 2 (4), 675-694, 2007 | 97 | 2007 |
| A complete dynamic approach to the generalized beam theory cross-section analysis including extension and shear modes G Piccardo, G Ranzi, A Luongo Mathematics and Mechanics of Solids 19 (8), 900-924, 2014 | 94 | 2014 |
| 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 | 92 | 2015 |
| 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 | 89 | 2008 |
| 3-D gust effect factor for slender vertical structures G Piccardo, G Solari Probabilistic Engineering Mechanics 17 (2), 143-155, 2002 | 88 | 2002 |
| Tuned mass damper optimization for the mitigation of human-induced vibrations of pedestrian bridges F Tubino, G Piccardo Meccanica 50, 809-824, 2015 | 79 | 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 | 76 | 2009 |
| Double modal transformation and wind engineering applications L Carassale, G Piccardo, G Solari Journal of engineering mechanics 127 (5), 432-439, 2001 | 74 | 2001 |
| Closed form prediction of 3-D wind-excited response of slender structures G Piccardo, G Solari Journal of Wind Engineering and Industrial Aerodynamics 74, 697-708, 1998 | 72 | 1998 |
| Generalized equivalent spectrum technique G Piccardo, G Solari Wind and structures 1 (2), 161-174, 1998 | 67 | 1998 |
| A direct approach for the evaluation of the conventional modes within the GBT formulation G Piccardo, G Ranzi, A Luongo Thin-Walled Structures 74, 133-145, 2014 | 66 | 2014 |
| Postcritical behavior of cables undergoing two simultaneous galloping modes A Luongo, A Paolone, G Piccardo Meccanica 33, 229-242, 1998 | 63 | 1998 |
| A continuous approach to the aeroelastic stability of suspended cables in 1: 2 internal resonance A Luongo, G Piccardo Journal of Vibration and Control 14 (1-2), 135-157, 2008 | 59 | 2008 |
