Analysis of Aeroelastic Bridge Deck Response to Natural Wind
| Author(s): |
G. Morgenthal
I. Kovacs R. Saul |
|---|---|
| Medium: | journal article |
| Language(s): | English |
| Published in: | Structural Engineering International, November 2005, n. 4, v. 15 |
| Page(s): | 232-235 |
| DOI: | 10.2749/101686605777962874 |
| Abstract: |
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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