Passive direction displacement dependent damping (D3) device

N. K. Hazaveh, G. Rodgers, J. Chase, S. Pampanin
{"title":"Passive direction displacement dependent damping (D3) device","authors":"N. K. Hazaveh, G. Rodgers, J. Chase, S. Pampanin","doi":"10.5459/BNZSEE.51.2.105-112","DOIUrl":null,"url":null,"abstract":"Viscous fluid damping has been used worldwide to provide energy dissipation to structures during earthquakes. Semi-active dissipation devices have also shown significant potential to re-shape structural hysteresis behaviour and thus provide significant response and damage reduction. However, semi-active devices are far more complex and costly than passive devices, and thus potentially less robust over time. Ideally, a passive device design would provide the unique response behaviour of a semi-active device, but in a far more robust and low-cost device. This study presents the design, development and characterization of a passive Direction and Displacement Dependent viscous damping (D3) device. It can provide viscous damping in any single quadrant of the force-displacement hysteresis loop and any two in combination. Previously, this behaviour could only be obtained with a semi-active device. The D3 device is developed from a typical viscous damper, which is tested to evaluate the baseline of orifice sizing, force levels and velocity dependence. This prototype viscous damper is then modified in clear steps to produce a device with the desired single quadrant hysteresis loop. The overall results provide the design approach, device characterization and validation for this novel device design.","PeriodicalId":46396,"journal":{"name":"Bulletin of the New Zealand Society for Earthquake Engineering","volume":null,"pages":null},"PeriodicalIF":0.8000,"publicationDate":"2018-06-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"3","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Bulletin of the New Zealand Society for Earthquake Engineering","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.5459/BNZSEE.51.2.105-112","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"ENGINEERING, GEOLOGICAL","Score":null,"Total":0}
引用次数: 3

Abstract

Viscous fluid damping has been used worldwide to provide energy dissipation to structures during earthquakes. Semi-active dissipation devices have also shown significant potential to re-shape structural hysteresis behaviour and thus provide significant response and damage reduction. However, semi-active devices are far more complex and costly than passive devices, and thus potentially less robust over time. Ideally, a passive device design would provide the unique response behaviour of a semi-active device, but in a far more robust and low-cost device. This study presents the design, development and characterization of a passive Direction and Displacement Dependent viscous damping (D3) device. It can provide viscous damping in any single quadrant of the force-displacement hysteresis loop and any two in combination. Previously, this behaviour could only be obtained with a semi-active device. The D3 device is developed from a typical viscous damper, which is tested to evaluate the baseline of orifice sizing, force levels and velocity dependence. This prototype viscous damper is then modified in clear steps to produce a device with the desired single quadrant hysteresis loop. The overall results provide the design approach, device characterization and validation for this novel device design.
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
被动方向位移相关阻尼(D3)装置
粘性流体阻尼已在世界范围内用于在地震期间为结构提供能量耗散。半主动耗散装置也显示出重塑结构磁滞行为的巨大潜力,从而提供显著的响应和减少损伤。然而,半主动装置远比被动装置复杂和昂贵,因此随着时间的推移,其鲁棒性可能会降低。理想情况下,无源器件设计将提供半主动器件的独特响应行为,但在一个更坚固和低成本的器件中。本研究介绍了被动方向和位移相关粘性阻尼(D3)装置的设计、开发和表征。它可以在力-位移滞后回路的任何单个象限以及任何两个象限的组合中提供粘性阻尼。以前,这种行为只能通过半主动装置获得。D3装置是由一个典型的粘性阻尼器开发的,该阻尼器经过测试以评估孔口尺寸、力水平和速度相关性的基线。然后,对这个原型粘性阻尼器进行明确的步骤修改,以生产出具有所需单象限磁滞回线的装置。总体结果为这种新型器件设计提供了设计方法、器件表征和验证。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
求助全文
约1分钟内获得全文 去求助
来源期刊
CiteScore
2.50
自引率
17.60%
发文量
14
期刊最新文献
Method to identify if torsional mode of a building is its first mode Earthquake design loads for retaining walls Infrastructure planning emergency levels of service for the Wellington region, Aotearoa New Zealand – An operationalised framework Seismic fragility of reinforced concrete buildings with hollow-core flooring systems Evaluation of the Inter-frequency Correlation of New Zealand CyberShake Crustal Earthquake Simulations
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1