The Use of Dynamic Vibration Dampers to Increase the Stability of Tower Communication Structures under Wind Loads

Galina Bogdanova, Zhanna Ivanova
{"title":"The Use of Dynamic Vibration Dampers to Increase the Stability of Tower Communication Structures under Wind Loads","authors":"Galina Bogdanova, Zhanna Ivanova","doi":"10.20295/1815-588x-2023-3-660-672","DOIUrl":null,"url":null,"abstract":"Purpose: To investigate the application of dynamic vibration dampers in communication tower structures to protect them from the effects of wind loads. Methods: To analyze the design features of existing tower structures. To consider the effect of various factors including wind loads on the choice of tower structure design. To analyze the climatic parameters of the construction area and to determine the type of tower structure as the subject for conducting this research. To determine the quality criteria of vibration damping, on the basis of which the selection of design dynamic vibration dampener (DVD) construction is carried out, and to calculate its weight. To conduct the calculation study of the selected type of building with regard to wind loads and evaluate the effectiveness of the proposed solution of the dynamic vibration dampener to increase the stability of communication tower structures in areas with wind gusts over 25 m/s. Results: The results of the research of dynamic vibration dampener design aimed at improvement of operating conditions of telecommunication facilities in the areas with increased wind load are presented. Practical significance: It is shown that the use of dynamic vibration dampers in tower constructions of cellular communication makes it possible to reduce the vibration amplitude and the maximum horizontal displacements occurring in the tower structure under wind load.","PeriodicalId":476051,"journal":{"name":"Izvestiâ Peterburgskogo universiteta putej soobŝeniâ","volume":"78 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2023-09-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Izvestiâ Peterburgskogo universiteta putej soobŝeniâ","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.20295/1815-588x-2023-3-660-672","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0

Abstract

Purpose: To investigate the application of dynamic vibration dampers in communication tower structures to protect them from the effects of wind loads. Methods: To analyze the design features of existing tower structures. To consider the effect of various factors including wind loads on the choice of tower structure design. To analyze the climatic parameters of the construction area and to determine the type of tower structure as the subject for conducting this research. To determine the quality criteria of vibration damping, on the basis of which the selection of design dynamic vibration dampener (DVD) construction is carried out, and to calculate its weight. To conduct the calculation study of the selected type of building with regard to wind loads and evaluate the effectiveness of the proposed solution of the dynamic vibration dampener to increase the stability of communication tower structures in areas with wind gusts over 25 m/s. Results: The results of the research of dynamic vibration dampener design aimed at improvement of operating conditions of telecommunication facilities in the areas with increased wind load are presented. Practical significance: It is shown that the use of dynamic vibration dampers in tower constructions of cellular communication makes it possible to reduce the vibration amplitude and the maximum horizontal displacements occurring in the tower structure under wind load.
利用动力减振器提高风荷载作用下塔式通信结构的稳定性
目的:探讨动力减振器在通信塔结构中对风荷载影响的保护作用。方法:分析既有塔楼结构的设计特点。考虑风荷载等各种因素对塔结构设计选择的影响。对建筑区域的气候参数进行分析,确定塔楼结构类型作为研究对象。确定减振质量标准,在此基础上进行设计动态减振器(DVD)结构的选择,并计算其重量。对所选建筑类型进行风荷载计算研究,评价所提出的动力减振器方案在阵风大于25 m/s地区提高通信塔结构稳定性的有效性。结果:给出了改善风荷载增大地区电信设施运行状况的动力减振器设计研究结果。实际意义:在蜂窝通信塔架结构中采用动力阻尼器,可以减小风荷载作用下塔架结构的振动幅值和最大水平位移。
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 求助全文
来源期刊
自引率
0.00%
发文量
0
×
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
确定
请完成安全验证×
copy
已复制链接
快去分享给好友吧!
我知道了
右上角分享
点击右上角分享
0
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 布克学术 All rights reserved.
京ICP备2023020795号-1
ghs 京公网安备 11010802042870号
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术官方微信