Application of Tuned Mass Dampers for the Hong Kong-Zhuhai-Macau Bridge for Mitigation of Wind Vibrations
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Détails bibliographiques
| Auteur(s): |
Hongbing Xie
Quanke Su Peter Huber |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Conference: Bridges and Structures Sustainability - Seeking Intelligent Solutions, Guangzhou, China, 8-11 May 2016 | ||||
| Publié dans: | IABSE Conference, Guangzhou, China, 8 – 11 May 2016 | ||||
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| Page(s): | 812-819 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| Année: | 2016 | ||||
| DOI: | 10.2749/222137816819259185 | ||||
| Abstrait: |
The steel deck design of the series of bridges within the Hong Kong-Zhuhai-Macau Bridge results in natural frequencies requiring additional damping measures by Tuned Mass Dampers (TMDs). At the hand of the specified structural data, the authors explain the technical solution for the applied Tuned Mass Dampers (TMD) and highlight their benefits. Such TMD protection systems not only ensure structural safety combined with durability, but also presenting potential commercial relevance, as they may reduce the total construction costs compared to stiffening measures. |
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| Mots-clé: |
pont
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