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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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 |
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