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Optimum Value of Negative Stiffness and Additional Damping in Civil Structures
Abstract
The negative stiffness (NS) phenomenon and additional supplemental damping (AD) were proposed and investigated in recent years. Despite the bulk of literature on the base shear reduction for structures with the NS at the base or on the first story, the application of the NS and AD in the stories of a superstructure was barely studied. Considering the implementation of the NS and AD in a passive way, this paper proposes an innovative approach to optimize the NS and AD values on the different stories of civil structures. First, the formulation is derived to convert the optimization of NS and AD to the static feedback decentralized controller design problem. Then, the controller is searched by homotopy path, which leads to a local optimal solution. Finally, the procedure is validated by a 20-story benchmark structural model.
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“Qu et al. [97] introduced a method to optimize the negative stiffness and additional damping values in different floors of a building by means of the decentralized-static-feedback controller and the homotopy procedure and applied it to a 20-story benchmark building structure.”
From Invited Review: Recent developments in vibration control of building and bridge structures (2017) · cites this paper as [97]
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Research works printed but not linked: 23
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Sorted by citations
Invited Review: Recent developments in vibration control of building and bridge structures
Ghaedi, K., Ibrahim, Z., Adeli, H., & Javanmardi, A. (2017) · Journal of Vibroengineering · doi:10.21595/jve.2017.18900 · Cited by 146
“[97] introduced a method to optimize the negative stiffness and additional damping values in different floors of a building by means of the decentralized-static-feedback controller and the homotopy procedure and applied it to a 20-story benchmark building structure.”
Method
Metadata
- Authors
- Qu, C., Li, H.-N., Huo, L., & Yi, T.-H.
- Affiliations
- Dalian University of Technology (CN)
- Corresponding author
- Li, Hong-Nan
- Venue
- Journal of Structural Engineering
- Published
- 2017-08
- Volume
- 143
- Issue
- 8
- ISSN
- 0733-9445 (ISSN-L)
- 1943-541X
- OpenAlex
- W2600249930
- Cited by
- 28
- References
- 0
- Citations by year
- 2025: 3 · 2024: 1 · 2023: 2 · 2022: 3 · 2021: 6 · 2020: 3 · 2019: 6 · 2018: 3 · 2017: 1
- FWCI
- 3.72
- Type
- journal article
- Language
- en
- Open access
- closed
- Locations
- Journal of Structural Engineering (publishedVersion)
- Funders
- Georgia Institute of Technology
- Rice University
- National Natural Science Foundation of China
- China Postdoctoral Science Foundation
- Topics
- Physical Sciences › Engineering › Civil and Structural Engineering › Vibration Control and Rheological Fluids
- Physical Sciences › Engineering › Civil and Structural Engineering › Seismic Performance and Analysis
- Physical Sciences › Engineering › Civil and Structural Engineering › Seismic and Structural Analysis of Tall Buildings
- Keywords
- negative stiffness, supplemental damping, passive vibration control, structural optimization, decentralized control, static feedback control, base shear reduction, multi-storey buildings, civil engineering structures
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