Damping of long-span suspension bridges with damped outriggers
|
|
|||||||||||
Bibliografische Angaben
| Autor(en): |
Zhanhang Liu
(Department of Bridge Engineering, Tongji University, Shanghai, China)
Lin Chen 
(Department of Bridge Engineering, Tongji University, Shanghai, China)
Limin Sun
(Department of Bridge Engineering, Tongji University, Shanghai, China; State Key Laboratory for Disaster Reduction of Civil Engineering, Tongji University, Shanghai, China Shanghai Qi Zhi Institute, Shanghai, China)
|
||||
|---|---|---|---|---|---|
| Medium: | Tagungsbeitrag | ||||
| Sprache(n): | Englisch | ||||
| Tagung: | IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022 | ||||
| Veröffentlicht in: | IABSE Congress Nanjing 2022 | ||||
|
|||||
| Seite(n): | 1856-1864 | ||||
| Anzahl der Seiten (im PDF): | 9 | ||||
| DOI: | 10.2749/nanjing.2022.1856 | ||||
| Abstrakt: |
Long-span suspension bridges are vulnerable to vortex-induced vibrations (VIVs), e.g., the Humen Bridge and the Xihoumen Bridge in China. This study focuses on a novel strategy by using damped outriggers to control rotations of bridge deck at the junction points between the girder and a bridge tower or pier. A simplified model of a suspension bridge with damped outriggers is used for damping analysis. Considering practical parameter ranges, the maximal damping ratio provided by one damped outrigger to a specific mode is about 1.0%. Influences of bridge boundary conditions, installation position of damped outriggers, and interaction between multiple damped outriggers are studied. When multiple damped outriggers are installed, the damping effects of multiple modes can be further improved. It is shown that damped outriggers are effective in suppressing multimode vibrations of long-span suspension bridges. |
||||
| Stichwörter: |
Hängebrücke wirbelerregte Querschwingung Dämpfung
|
||||
| Copyright: | © 2022 International Association for Bridge and Structural Engineering (IABSE) | ||||
| Lizenz: | Die Urheberrechte (Copyright) für dieses Werk sind rechtlich geschützt. Es darf nicht ohne die Zustimmung des Autors/der Autorin oder Rechteinhabers/-in weiter benutzt werden. |
||||
