钢结构中粘性阻尼器的建模与性能研究

Mohmmad Masoud Ghiabi
{"title":"钢结构中粘性阻尼器的建模与性能研究","authors":"Mohmmad Masoud Ghiabi","doi":"10.21817/ijet/2020/v12i5/201205147","DOIUrl":null,"url":null,"abstract":": Viscous dampers are generally effective in controlling the vibrations stemming from the wind in the steel structures as well as in excitements with frequency band identical to that of these dampers. Tuned viscous damper is a passive control system the parameters of which are determined based on the structure’s preliminary specifications and always remain fixed. The primary goal of this study is observing the nonlinear behavior and evaluating the seismic performance of the steel structures with specific steel moment frames equipped with viscous damper under mass and damping uncertainty conditions of the structure as well as in respect to the elastic modulus and yield stress in steel. This evaluation has been carried out by the assistance of ETABS and Sketch-Up Software Packages with the time history analysis having been conducted in Sap2000 Software. To do so, three steel 3-, 9- and 12-storey structures with residential use have been considered on an earthquake-prone region. The study results indicated that the storey’s drift and dislocation have been considerably reduced. Thus, it can be concluded that the use of viscous damper is an appropriate method for controlling the structures’ dislocation. It was also found out that the emergence of disorder in the structure’s mass and damping has a greater effect in contrast to the other two parameters on the response of the structure equipped with viscous damper. mechanism of action is in the form of cylinder-piston. There are three chambers inside the cylinder: one on the right side of the piston, one on the left side thereof and one in the farthest end of the right side. There are holes in the piston and there is also liquid inside cylinder which is either oil or a condensable liquid. When piston moves in cylinder, its movement causes the displacement of the liquid from the orifice positioned on the piston’s head. The movement of the liquid from amongst these holes causes the depreciation of energy or, in other words, the energy is dissipated in the form of heat.","PeriodicalId":14142,"journal":{"name":"International journal of engineering and technology","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2020-10-31","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"Modeling and Investigating the Behavior of Viscous Dampers in Steel Structures\",\"authors\":\"Mohmmad Masoud Ghiabi\",\"doi\":\"10.21817/ijet/2020/v12i5/201205147\",\"DOIUrl\":null,\"url\":null,\"abstract\":\": Viscous dampers are generally effective in controlling the vibrations stemming from the wind in the steel structures as well as in excitements with frequency band identical to that of these dampers. Tuned viscous damper is a passive control system the parameters of which are determined based on the structure’s preliminary specifications and always remain fixed. The primary goal of this study is observing the nonlinear behavior and evaluating the seismic performance of the steel structures with specific steel moment frames equipped with viscous damper under mass and damping uncertainty conditions of the structure as well as in respect to the elastic modulus and yield stress in steel. This evaluation has been carried out by the assistance of ETABS and Sketch-Up Software Packages with the time history analysis having been conducted in Sap2000 Software. To do so, three steel 3-, 9- and 12-storey structures with residential use have been considered on an earthquake-prone region. The study results indicated that the storey’s drift and dislocation have been considerably reduced. Thus, it can be concluded that the use of viscous damper is an appropriate method for controlling the structures’ dislocation. It was also found out that the emergence of disorder in the structure’s mass and damping has a greater effect in contrast to the other two parameters on the response of the structure equipped with viscous damper. mechanism of action is in the form of cylinder-piston. There are three chambers inside the cylinder: one on the right side of the piston, one on the left side thereof and one in the farthest end of the right side. There are holes in the piston and there is also liquid inside cylinder which is either oil or a condensable liquid. When piston moves in cylinder, its movement causes the displacement of the liquid from the orifice positioned on the piston’s head. The movement of the liquid from amongst these holes causes the depreciation of energy or, in other words, the energy is dissipated in the form of heat.\",\"PeriodicalId\":14142,\"journal\":{\"name\":\"International journal of engineering and technology\",\"volume\":null,\"pages\":null},\"PeriodicalIF\":0.0000,\"publicationDate\":\"2020-10-31\",\"publicationTypes\":\"Journal Article\",\"fieldsOfStudy\":null,\"isOpenAccess\":false,\"openAccessPdf\":\"\",\"citationCount\":\"0\",\"resultStr\":null,\"platform\":\"Semanticscholar\",\"paperid\":null,\"PeriodicalName\":\"International journal of engineering and technology\",\"FirstCategoryId\":\"1085\",\"ListUrlMain\":\"https://doi.org/10.21817/ijet/2020/v12i5/201205147\",\"RegionNum\":0,\"RegionCategory\":null,\"ArticlePicture\":[],\"TitleCN\":null,\"AbstractTextCN\":null,\"PMCID\":null,\"EPubDate\":\"\",\"PubModel\":\"\",\"JCR\":\"\",\"JCRName\":\"\",\"Score\":null,\"Total\":0}","platform":"Semanticscholar","paperid":null,"PeriodicalName":"International journal of engineering and technology","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.21817/ijet/2020/v12i5/201205147","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

摘要

粘滞阻尼器通常能有效地控制钢结构中由风引起的振动以及与这些阻尼器相同频带的激励。调谐粘性阻尼器是一种被动控制系统,其参数根据结构的初步参数确定,并始终保持固定。本研究的主要目的是在结构质量和阻尼不确定性条件下,以及在钢的弹性模量和屈服应力方面,观察装有粘性阻尼器的特定钢弯矩框架的非线性行为并评估其抗震性能。本次评估是在ETABS和Sketch-Up软件包的帮助下进行的,时间历史分析是在Sap2000软件中进行的。为此,考虑在地震多发地区建造3层、9层和12层的住宅用钢结构。研究结果表明,层间的漂移和错位明显减小。由此可见,采用粘性阻尼器是控制结构位错的一种合适方法。研究还发现,相对于其他两个参数,结构质量和阻尼的无序出现对安装粘性阻尼器的结构响应的影响更大。作用机构为气缸-活塞形式。气缸内有三个腔室:一个在活塞的右边,一个在活塞的左边,一个在活塞的右边最远端。活塞上有孔,气缸内也有液体,要么是油,要么是可冷凝的液体。当活塞在气缸中运动时,它的运动引起液体从位于活塞头部的孔中位移。液体从这些孔之间的运动引起能量的衰减,换句话说,能量以热的形式消散。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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
Modeling and Investigating the Behavior of Viscous Dampers in Steel Structures
: Viscous dampers are generally effective in controlling the vibrations stemming from the wind in the steel structures as well as in excitements with frequency band identical to that of these dampers. Tuned viscous damper is a passive control system the parameters of which are determined based on the structure’s preliminary specifications and always remain fixed. The primary goal of this study is observing the nonlinear behavior and evaluating the seismic performance of the steel structures with specific steel moment frames equipped with viscous damper under mass and damping uncertainty conditions of the structure as well as in respect to the elastic modulus and yield stress in steel. This evaluation has been carried out by the assistance of ETABS and Sketch-Up Software Packages with the time history analysis having been conducted in Sap2000 Software. To do so, three steel 3-, 9- and 12-storey structures with residential use have been considered on an earthquake-prone region. The study results indicated that the storey’s drift and dislocation have been considerably reduced. Thus, it can be concluded that the use of viscous damper is an appropriate method for controlling the structures’ dislocation. It was also found out that the emergence of disorder in the structure’s mass and damping has a greater effect in contrast to the other two parameters on the response of the structure equipped with viscous damper. mechanism of action is in the form of cylinder-piston. There are three chambers inside the cylinder: one on the right side of the piston, one on the left side thereof and one in the farthest end of the right side. There are holes in the piston and there is also liquid inside cylinder which is either oil or a condensable liquid. When piston moves in cylinder, its movement causes the displacement of the liquid from the orifice positioned on the piston’s head. The movement of the liquid from amongst these holes causes the depreciation of energy or, in other words, the energy is dissipated in the form of heat.
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
自引率
0.00%
发文量
0
期刊最新文献
Comparison of the Fluorescence Properties of Biological Solutions and Aerosols A Hybrid Machine Learning and Fuzzy Inference Approach with UAV for Indoor Virus Contamination Risk Influence of Yarn Hairiness on the Mechanical Properties of Unidirectional Jute Polyester Composites The Building Material Use Study of the Eco Learning Camps Design for Elementary and Middle School Students: A Case Study Feasibility Study of the Location Selection for Oil Distribution Center with Sensitivity Analysis Case Study: A Sample Oil Company
×
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