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Seismic Response Analysis for Engineering Structures Equipped with Double Viscous Damper Toggle Brace System

 Seismic Response Analysis for Engineering Structures Equipped with Double Viscous Damper Toggle Brace System
Auteur(s): , ,
Présenté pendant IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022, publié dans , pp. 646-652
DOI: 10.2749/nanjing.2022.0646
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The toggle brace viscous damping system has been proved to be an effective motion amplification device, which can amplify the deformation of the damper under wind load and earthquake action, thus s...
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Détails bibliographiques

Auteur(s): (Department of Structural Engineering, Tongji University, Shanghai 200092, China)
(Department of Structural Engineering, Tongji University, Shanghai 200092, China Tongji Architectural Design (Group) Co., Ltd, Shanghai 200092, China)
(Department of Structural Engineering, Tongji University, Shanghai 200092, China)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022
Publié dans:
Page(s): 646-652 Nombre total de pages (du PDF): 7
Page(s): 646-652
Nombre total de pages (du PDF): 7
DOI: 10.2749/nanjing.2022.0646
Abstrait:

The toggle brace viscous damping system has been proved to be an effective motion amplification device, which can amplify the deformation of the damper under wind load and earthquake action, thus significantly improving the energy dissipation efficiency of the damper. In the existing viscous damping system of elbow joint, the damping force will act directly on the floor beam, which often leads to unsatisfied performance of the connected floor beam. Therefore, a double-damper toggle brace device is proposed in this paper, and a mathematical model of geometric parameter optimization of double-damper toggle brace device system is established. According to this mathematical model, a larger displacement amplification factor can be obtained, which is far superior to the existing toggle damping system. Finally, a two-story steel frame model is taken as an example to verify the effectiveness and applicability of the proposed double-damper toggle brace device system.

Copyright: © 2022 International Association for Bridge and Structural Engineering (IABSE)
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