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Analysis of Aeroelastic Bridge Deck Response to Natural Wind

Autor(en):


Medium: Fachartikel
Sprache(n): en 
Veröffentlicht in: Structural Engineering International, , n. 4, v. 15
Seite(n): 232-235
DOI: 10.2749/101686605777962874
Abstrakt:

The paper discusses a practical method for numerically analysing bridge response to wind effects. A numerical scheme is used which incorporates the natural wind characteristics and the aeroelastic properties of the bridge deck in order to perform a coupled time-history analysis of the dynamic response. The application of the scheme to the footbridge Kehl-Strasbourg, a very slender cable-stayed bridge, is shown and the design of a sophisticated rocker-type Tuned Mass Damper system is outlined.

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  • Über diese
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  • Reference-ID
    10029040
  • Erstellt am
    18.08.2007
  • Geändert am
    28.10.2016