Structural damping is a keypoint in aero-elastic models since it strongly affects the wind-structure coupling effects. At design stage, e.g. wind tunnel tests, the possibility to tune the damping value able to avoid high vibration levels or instability phenomena allows to define proper damping devices (for example tuned mass dampers) for full-scale structures. Commonly this procedure is performed with passive solutions which are difficult to be tuned and can modify the system parameters. This paper proposes an active-control-based solution able to tune system damping with accuracy and repeatability. A comparison between the standard and this innovative approach is carried out on an aero-elastic model. © 2013 SPIE.

Active damping for wind-tunnel aeroelastic models of large civil structures

CAZZULANI, GABRIELE;RIPAMONTI, FRANCESCO;ROCCHI, DANIELE
2013-01-01

Abstract

Structural damping is a keypoint in aero-elastic models since it strongly affects the wind-structure coupling effects. At design stage, e.g. wind tunnel tests, the possibility to tune the damping value able to avoid high vibration levels or instability phenomena allows to define proper damping devices (for example tuned mass dampers) for full-scale structures. Commonly this procedure is performed with passive solutions which are difficult to be tuned and can modify the system parameters. This paper proposes an active-control-based solution able to tune system damping with accuracy and repeatability. A comparison between the standard and this innovative approach is carried out on an aero-elastic model. © 2013 SPIE.
2013
INDUSTRIAL AND COMMERCIAL APPLICATIONS OF SMART STRUCTURES TECHNOLOGIES 2013
9780819494733
vibration suppression; damping control; vortex shedding; wind induced vibrations; modal space control
File in questo prodotto:
File Dimensione Formato  
2013-02-08 - SPIE_controllo torre.pdf

Accesso riservato

: Post-Print (DRAFT o Author’s Accepted Manuscript-AAM)
Dimensione 339.68 kB
Formato Adobe PDF
339.68 kB Adobe PDF   Visualizza/Apri

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11311/758911
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 0
  • ???jsp.display-item.citation.isi??? 0
social impact