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Impacts of Supplemental Viscous Damping on Seismic Responses of Building Structures for Construction Extended Renovation Projects under Multilevel Decomposition Design Model Frame

 Impacts of Supplemental Viscous Damping on Seismic Responses of Building Structures for Construction Extended Renovation Projects under Multilevel Decomposition Design Model Frame
Author(s): , ,
Presented at IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022, published in , pp. 1031-1037
DOI: 10.2749/nanjing.2022.1031
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The installation of supplemental viscous damping devices can effectively reduce the seismic responses of the engineering structure, so as to reduce the construction quantity of the renovation proje...
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Bibliographic Details

Author(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)
Medium: conference paper
Language(s): English
Conference: IABSE Congress: Bridges and Structures: Connection, Integration and Harmonisation, Nanjing, People's Republic of China, 21-23 September 2022
Published in:
Page(s): 1031-1037 Total no. of pages: 7
Page(s): 1031-1037
Total no. of pages: 7
DOI: 10.2749/nanjing.2022.1031
Abstract:

The installation of supplemental viscous damping devices can effectively reduce the seismic responses of the engineering structure, so as to reduce the construction quantity of the renovation project. This paper addresses the impacts of supplemental viscous damping devices on the seismic responses of the construction extended renovation projects under the multilevel decomposition design model frame. Firstly, the multilevel decomposition design model of the seismic design of engineering structures is introduced. Secondly, the typical driving factors of the construction extended renovation projects are discussed. The impacts of supplemental damping on the seismic response of the structure are then investigated from the perspective of response spectrum. This paper takes a 250m ultra-tall structure as engineering case to analyse the multilevel decomposition design model, the driving factors of the construction extended renovation projects and the impacts of supplemental damping on the seismic responses of the structure. The results show that the supplemental viscous damping can effectively reduce the construction quantity of renovation projects.

Keywords:
viscous damping multi-level decomposition design construction extended renovation project seismic vibration mitigation design
Copyright: © 2022 International Association for Bridge and Structural Engineering (IABSE)
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