Parameter optimization of vibration control system for adjacent building structures based on negative stiffness inerter damper

Building structures are subjected to strong earthquakes, which result in lateral collisions between them. Such collisions often cause severe structural damage and exacerbate the seismic hazard risk of building structures during earthquake events. This paper discusses the application of vibration con...

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Published inScientific reports Vol. 14; no. 1; p. 8742
Main Authors Kang, Xiaofang, Tang, Jianjun, Wei, Jiachen, Jiang, Xueqin, Sheng, Ziyi, Shi, Xianzeng
Format Journal Article
LanguageEnglish
Published London Nature Publishing Group UK 16.04.2024
Nature Publishing Group
Nature Portfolio
Subjects
639/166/986
639/4077/4072
Adjacent building
Collisions
Control systems
Earthquakes
Energy harvesting
Geological hazards
H 2 norm theory
Humanities and Social Sciences
Monte Carlo simulation
multidisciplinary
Negative stiffness inerter damper
Risk reduction
Science
Science (multidisciplinary)
Seismic activity
Seismic hazard
Seismic performance
Structures
Vibration
Vibration control
norm theory
Vibration control
Negative stiffness inerter damper
Energy harvesting
Seismic performance
Adjacent building
H 2 norm theory
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Abstract Building structures are subjected to strong earthquakes, which result in lateral collisions between them. Such collisions often cause severe structural damage and exacerbate the seismic hazard risk of building structures during earthquake events. This paper discusses the application of vibration control devices based on negative stiffness inerter damper in single-story adjacent building structures. The dynamic equations of the vibration control system containing different types of negative stiffness inerter damper under seismic excitation are established as a unified model. The H2 norm theory and Monte Carlo pattern search method are used to optimize the design parameters to improve the vibration control performance of the system, and the dynamic characteristics of the system are investigated. The results demonstrate that attaching negative stiffness inerter damper to adjacent building structures can effectively improve the overall seismic capacity reserve of the building and reduce the risk of collision of adjacent building structures; improve the robustness and stability of the system, and better reduce the displacement response of the building structure under seismic excitation. In addition, the potential of NSID-based vibration control devices to convert seismic energy into usable electricity has been investigated.
AbstractList Building structures are subjected to strong earthquakes, which result in lateral collisions between them. Such collisions often cause severe structural damage and exacerbate the seismic hazard risk of building structures during earthquake events. This paper discusses the application of vibration control devices based on negative stiffness inerter damper in single-story adjacent building structures. The dynamic equations of the vibration control system containing different types of negative stiffness inerter damper under seismic excitation are established as a unified model. The H2 norm theory and Monte Carlo pattern search method are used to optimize the design parameters to improve the vibration control performance of the system, and the dynamic characteristics of the system are investigated. The results demonstrate that attaching negative stiffness inerter damper to adjacent building structures can effectively improve the overall seismic capacity reserve of the building and reduce the risk of collision of adjacent building structures; improve the robustness and stability of the system, and better reduce the displacement response of the building structure under seismic excitation. In addition, the potential of NSID-based vibration control devices to convert seismic energy into usable electricity has been investigated.
Abstract Building structures are subjected to strong earthquakes, which result in lateral collisions between them. Such collisions often cause severe structural damage and exacerbate the seismic hazard risk of building structures during earthquake events. This paper discusses the application of vibration control devices based on negative stiffness inerter damper in single-story adjacent building structures. The dynamic equations of the vibration control system containing different types of negative stiffness inerter damper under seismic excitation are established as a unified model. The H2 norm theory and Monte Carlo pattern search method are used to optimize the design parameters to improve the vibration control performance of the system, and the dynamic characteristics of the system are investigated. The results demonstrate that attaching negative stiffness inerter damper to adjacent building structures can effectively improve the overall seismic capacity reserve of the building and reduce the risk of collision of adjacent building structures; improve the robustness and stability of the system, and better reduce the displacement response of the building structure under seismic excitation. In addition, the potential of NSID-based vibration control devices to convert seismic energy into usable electricity has been investigated.
Abstract Building structures are subjected to strong earthquakes, which result in lateral collisions between them. Such collisions often cause severe structural damage and exacerbate the seismic hazard risk of building structures during earthquake events. This paper discusses the application of vibration control devices based on negative stiffness inerter damper in single-story adjacent building structures. The dynamic equations of the vibration control system containing different types of negative stiffness inerter damper under seismic excitation are established as a unified model. The H2 norm theory and Monte Carlo pattern search method are used to optimize the design parameters to improve the vibration control performance of the system, and the dynamic characteristics of the system are investigated. The results demonstrate that attaching negative stiffness inerter damper to adjacent building structures can effectively improve the overall seismic capacity reserve of the building and reduce the risk of collision of adjacent building structures; improve the robustness and stability of the system, and better reduce the displacement response of the building structure under seismic excitation. In addition, the potential of NSID-based vibration control devices to convert seismic energy into usable electricity has been investigated.
ArticleNumber 8742
Author Wei, Jiachen
Tang, Jianjun
Shi, Xianzeng
Kang, Xiaofang
Jiang, Xueqin
Sheng, Ziyi
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  givenname: Jiachen
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  givenname: Xueqin
  surname: Jiang
  fullname: Jiang, Xueqin
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  givenname: Xianzeng
  surname: Shi
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  organization: Key Laboratory of Environmental Geotechnics, Anhui Jianzhu University, School of Civil Engineering, Anhui Jianzhu University
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Keywords norm theory
Vibration control
Negative stiffness inerter damper
Energy harvesting
Seismic performance
Adjacent building
H 2 norm theory
Language English
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SSID ssj0000529419
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Snippet Building structures are subjected to strong earthquakes, which result in lateral collisions between them. Such collisions often cause severe structural damage...
Abstract Building structures are subjected to strong earthquakes, which result in lateral collisions between them. Such collisions often cause severe...
Abstract Building structures are subjected to strong earthquakes, which result in lateral collisions between them. Such collisions often cause severe...
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SourceType Open Website
Open Access Repository
Aggregation Database
Index Database
Publisher
StartPage 8742
SubjectTerms 639/166/986
639/4077/4072
Adjacent building
Collisions
Control systems
Earthquakes
Energy harvesting
Geological hazards
H 2 norm theory
Humanities and Social Sciences
Monte Carlo simulation
multidisciplinary
Negative stiffness inerter damper
Risk reduction
Science
Science (multidisciplinary)
Seismic activity
Seismic hazard
Seismic performance
Structures
Vibration
Vibration control
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Title Parameter optimization of vibration control system for adjacent building structures based on negative stiffness inerter damper
URI https://link.springer.com/article/10.1038/s41598-024-59380-1
https://www.ncbi.nlm.nih.gov/pubmed/38627441
https://www.proquest.com/docview/3039629636
https://search.proquest.com/docview/3040320360
https://pubmed.ncbi.nlm.nih.gov/PMC11021558
https://doaj.org/article/c5cf61fb5e724ce5ae887474ce9c8725
Volume 14
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