Cross-Layer Installed Cable-Bracing Inerter System for MDOF Structure Seismic Response Control

Inerter-based vibration control systems have been developed rapidly in recent years. However, previous studies mainly focus on the development of new devices and parameter optimization strategies, while ignoring the improvements in the utilization efficiency of the inerter system that the bracing sy...

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Main Authors: Songtao Xue, Jianfei Kang, Liyu Xie, Ruifu Zhang, Xinlei Ban
Format: Article
Language:English
Published: MDPI AG 2020-08-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/10/17/5914
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spelling doaj-80a394555e09401ca0f25dd9217651062020-11-25T03:42:24ZengMDPI AGApplied Sciences2076-34172020-08-01105914591410.3390/app10175914Cross-Layer Installed Cable-Bracing Inerter System for MDOF Structure Seismic Response ControlSongtao Xue0Jianfei Kang1Liyu Xie2Ruifu Zhang3Xinlei Ban4Department of Disaster Mitigation for Structures, Tongji University, Shanghai 200092, ChinaDepartment of Disaster Mitigation for Structures, Tongji University, Shanghai 200092, ChinaDepartment of Disaster Mitigation for Structures, Tongji University, Shanghai 200092, ChinaDepartment of Disaster Mitigation for Structures, Tongji University, Shanghai 200092, ChinaDepartment of Disaster Mitigation for Structures, Tongji University, Shanghai 200092, ChinaInerter-based vibration control systems have been developed rapidly in recent years. However, previous studies mainly focus on the development of new devices and parameter optimization strategies, while ignoring the improvements in the utilization efficiency of the inerter system that the bracing system and novel installation methods may bring. In this paper, a cross-layer installed cable-bracing inerter system (CICBIS) is proposed to improve the utilization efficiency of the inerter system, which can cross more layers and is suitable for shear-type multi-degree-of-freedom (MDOF) structures. A demand-based cable-bracing inerter system (CBIS) design method is developed. The mass enhancement and utilization efficiency improvement of the inerter system caused by the cross-layer installation are quantified through calculating the effective inerter-mass ratio of the CBIS-equipped MDOF structure. A 10-story benchmark structure is used to verify the control performance of the CICBIS and the design method. The analysis results show that the proposed design method can exert the cable-bracing system’s adjustability and the damping enhancement of the inerter system. The CICBIS can reduce the total apparent mass and damping coefficient requirements of the inerter systems without increasing the control force. It means that the proposed design method is effective, and the CICBIS has a high efficiency.https://www.mdpi.com/2076-3417/10/17/5914passive vibration controlinerter systemcross-layercable-bracing systemmulti-degree-of-freedom structure
collection DOAJ
language English
format Article
sources DOAJ
author Songtao Xue
Jianfei Kang
Liyu Xie
Ruifu Zhang
Xinlei Ban
spellingShingle Songtao Xue
Jianfei Kang
Liyu Xie
Ruifu Zhang
Xinlei Ban
Cross-Layer Installed Cable-Bracing Inerter System for MDOF Structure Seismic Response Control
Applied Sciences
passive vibration control
inerter system
cross-layer
cable-bracing system
multi-degree-of-freedom structure
author_facet Songtao Xue
Jianfei Kang
Liyu Xie
Ruifu Zhang
Xinlei Ban
author_sort Songtao Xue
title Cross-Layer Installed Cable-Bracing Inerter System for MDOF Structure Seismic Response Control
title_short Cross-Layer Installed Cable-Bracing Inerter System for MDOF Structure Seismic Response Control
title_full Cross-Layer Installed Cable-Bracing Inerter System for MDOF Structure Seismic Response Control
title_fullStr Cross-Layer Installed Cable-Bracing Inerter System for MDOF Structure Seismic Response Control
title_full_unstemmed Cross-Layer Installed Cable-Bracing Inerter System for MDOF Structure Seismic Response Control
title_sort cross-layer installed cable-bracing inerter system for mdof structure seismic response control
publisher MDPI AG
series Applied Sciences
issn 2076-3417
publishDate 2020-08-01
description Inerter-based vibration control systems have been developed rapidly in recent years. However, previous studies mainly focus on the development of new devices and parameter optimization strategies, while ignoring the improvements in the utilization efficiency of the inerter system that the bracing system and novel installation methods may bring. In this paper, a cross-layer installed cable-bracing inerter system (CICBIS) is proposed to improve the utilization efficiency of the inerter system, which can cross more layers and is suitable for shear-type multi-degree-of-freedom (MDOF) structures. A demand-based cable-bracing inerter system (CBIS) design method is developed. The mass enhancement and utilization efficiency improvement of the inerter system caused by the cross-layer installation are quantified through calculating the effective inerter-mass ratio of the CBIS-equipped MDOF structure. A 10-story benchmark structure is used to verify the control performance of the CICBIS and the design method. The analysis results show that the proposed design method can exert the cable-bracing system’s adjustability and the damping enhancement of the inerter system. The CICBIS can reduce the total apparent mass and damping coefficient requirements of the inerter systems without increasing the control force. It means that the proposed design method is effective, and the CICBIS has a high efficiency.
topic passive vibration control
inerter system
cross-layer
cable-bracing system
multi-degree-of-freedom structure
url https://www.mdpi.com/2076-3417/10/17/5914
work_keys_str_mv AT songtaoxue crosslayerinstalledcablebracinginertersystemformdofstructureseismicresponsecontrol
AT jianfeikang crosslayerinstalledcablebracinginertersystemformdofstructureseismicresponsecontrol
AT liyuxie crosslayerinstalledcablebracinginertersystemformdofstructureseismicresponsecontrol
AT ruifuzhang crosslayerinstalledcablebracinginertersystemformdofstructureseismicresponsecontrol
AT xinleiban crosslayerinstalledcablebracinginertersystemformdofstructureseismicresponsecontrol
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