Studies on Energy Dissipation Mechanism of an Innovative Viscous Damper Filled with Oil and Silt

To improve seismic performance of a traditional viscous damper, an innovative viscous damper is proposed, in which the conventional damping medium is replaced by a mixture of oil and silt. This new medium is expected to increase damping force and solve the problem that arises out of the fact that th...

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Main Authors: Zheng Lu, Junzuo Li, Chuanguo Jia
Format: Article
Language:English
Published: MDPI AG 2018-05-01
Series:Sustainability
Subjects:
Online Access:http://www.mdpi.com/2071-1050/10/6/1777
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spelling doaj-bc9a472c20324201a4a2dfffdfa81a7e2020-11-24T21:12:35ZengMDPI AGSustainability2071-10502018-05-01106177710.3390/su10061777su10061777Studies on Energy Dissipation Mechanism of an Innovative Viscous Damper Filled with Oil and SiltZheng Lu0Junzuo Li1Chuanguo Jia2Research Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai 200092, ChinaResearch Institute of Structural Engineering and Disaster Reduction, Tongji University, Shanghai 200092, ChinaKey Laboratory of New Technology for Construction of Cities in Mountain Area, Chongqing University, Ministry of Education, Chongqing 400045, ChinaTo improve seismic performance of a traditional viscous damper, an innovative viscous damper is proposed, in which the conventional damping medium is replaced by a mixture of oil and silt. This new medium is expected to increase damping force and solve the problem that arises out of the fact that the energy dissipation capacity of a conventional fluid viscous damper is low for small displacements. Firstly, the design concept and device configurations are introduced, then a cyclic loading test is applied to investigate the damper’s energy dissipation mechanism in different conditions. Experimental results show that the damper exhibits displacement-dependent characteristics for small displacements, indicating that the silt has changed its damping mechanism. Furthermore, the effect of multiple test parameters on the damping force is analyzed, showcasing that an increase in silt content can visibly increase the damping force. According to experimental data, fitting models of the damping force are obtained and verified, thus promoting further engineering applications.http://www.mdpi.com/2071-1050/10/6/1777viscous damperhybrid damperseismic performancecyclic loading testsilt
collection DOAJ
language English
format Article
sources DOAJ
author Zheng Lu
Junzuo Li
Chuanguo Jia
spellingShingle Zheng Lu
Junzuo Li
Chuanguo Jia
Studies on Energy Dissipation Mechanism of an Innovative Viscous Damper Filled with Oil and Silt
Sustainability
viscous damper
hybrid damper
seismic performance
cyclic loading test
silt
author_facet Zheng Lu
Junzuo Li
Chuanguo Jia
author_sort Zheng Lu
title Studies on Energy Dissipation Mechanism of an Innovative Viscous Damper Filled with Oil and Silt
title_short Studies on Energy Dissipation Mechanism of an Innovative Viscous Damper Filled with Oil and Silt
title_full Studies on Energy Dissipation Mechanism of an Innovative Viscous Damper Filled with Oil and Silt
title_fullStr Studies on Energy Dissipation Mechanism of an Innovative Viscous Damper Filled with Oil and Silt
title_full_unstemmed Studies on Energy Dissipation Mechanism of an Innovative Viscous Damper Filled with Oil and Silt
title_sort studies on energy dissipation mechanism of an innovative viscous damper filled with oil and silt
publisher MDPI AG
series Sustainability
issn 2071-1050
publishDate 2018-05-01
description To improve seismic performance of a traditional viscous damper, an innovative viscous damper is proposed, in which the conventional damping medium is replaced by a mixture of oil and silt. This new medium is expected to increase damping force and solve the problem that arises out of the fact that the energy dissipation capacity of a conventional fluid viscous damper is low for small displacements. Firstly, the design concept and device configurations are introduced, then a cyclic loading test is applied to investigate the damper’s energy dissipation mechanism in different conditions. Experimental results show that the damper exhibits displacement-dependent characteristics for small displacements, indicating that the silt has changed its damping mechanism. Furthermore, the effect of multiple test parameters on the damping force is analyzed, showcasing that an increase in silt content can visibly increase the damping force. According to experimental data, fitting models of the damping force are obtained and verified, thus promoting further engineering applications.
topic viscous damper
hybrid damper
seismic performance
cyclic loading test
silt
url http://www.mdpi.com/2071-1050/10/6/1777
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