Giuseppe Piccardo
Giuseppe Piccardo
Professor of Structural Mechanics - University of Genoa
Email verificata su unige.it
Titolo
Citata da
Citata da
Anno
Probabilistic 3-D turbulence modeling for gust buffeting of structures
G Solari, G Piccardo
Probabilistic Engineering Mechanics 16 (1), 73-86, 2001
3562001
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
1232008
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
1211998
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
1062009
Linear instability mechanisms for coupled translational galloping
A Luongo, G Piccardo
Journal of sound and vibration 288 (4-5), 1027-1047, 2005
1022005
3D wind-excited response of slender structures: Closed-form solution
G Piccardo, G Solari
Journal of Structural Engineering 126 (8), 936-943, 2000
982000
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
822007
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
802014
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
752008
3-D gust effect factor for slender vertical structures
G Piccardo, G Solari
Probabilistic Engineering Mechanics 17 (2), 143-155, 2002
742002
Equivalent spectral model and maximum dynamic response for the serviceability analysis of footbridges
G Piccardo, F Tubino
Engineering Structures 40, 445-456, 2012
702012
Some research perspectives in galloping phenomena: critical conditions and post-critical behavior
G Piccardo, LC Pagnini, F Tubino
Continuum Mechanics and Thermodynamics 27 (1-2), 261-285, 2015
672015
Double modal transformation and wind engineering applications
L Carassale, G Piccardo, G Solari
Journal of engineering mechanics 127 (5), 432-439, 2001
612001
Postcritical behavior of cables undergoing two simultaneous galloping modes
A Luongo, A Paolone, G Piccardo
Meccanica 33 (3), 229-242, 1998
591998
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
582009
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
561998
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
552014
Generalized equivalent spectrum technique
G Piccardo, G Solari
Wind and structures 1 (2), 161-174, 1998
541998
Tuned mass damper optimization for the mitigation of human-induced vibrations of pedestrian bridges
F Tubino, G Piccardo
Meccanica 50 (3), 809-824, 2015
532015
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
482008
Il sistema al momento non pu eseguire l'operazione. Riprova pi tardi.
Articoli 1–20