Dynamic Analysis of a Footbridge Structure on a Central Arch

IF 0.1 Q4 ENGINEERING, CIVIL Romanian Journal of Transport Infrastructure Pub Date : 2019-12-01 DOI:10.2478/rjti-2019-0011
Ștefan Guțiu, C. Moga, A. Danciu
{"title":"Dynamic Analysis of a Footbridge Structure on a Central Arch","authors":"Ștefan Guțiu, C. Moga, A. Danciu","doi":"10.2478/rjti-2019-0011","DOIUrl":null,"url":null,"abstract":"Abstract In this paper some aspects regarding the dynamic behavior of footbridge structures under traffic actions correlated with the people’s comfort are presented. The comfort criterion during footbridge passing depends of the frequencies and accelerations of the structure which must be situated between certain limits. If the frequencies and accelerations of the structure are in the critical domains, some measures to modify them must be taken.","PeriodicalId":40630,"journal":{"name":"Romanian Journal of Transport Infrastructure","volume":null,"pages":null},"PeriodicalIF":0.1000,"publicationDate":"2019-12-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"3","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Romanian Journal of Transport Infrastructure","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.2478/rjti-2019-0011","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q4","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 3

Abstract

Abstract In this paper some aspects regarding the dynamic behavior of footbridge structures under traffic actions correlated with the people’s comfort are presented. The comfort criterion during footbridge passing depends of the frequencies and accelerations of the structure which must be situated between certain limits. If the frequencies and accelerations of the structure are in the critical domains, some measures to modify them must be taken.
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
中拱人行天桥结构的动力分析
摘要本文介绍了行人桥结构在与人的舒适相关的交通作用下的动力特性。人行天桥通过时的舒适性准则取决于结构的频率和加速度,它们必须位于一定的限值之间。当结构的频率和加速度处于临界域时,必须采取相应的调整措施。
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
自引率
0.00%
发文量
6
审稿时长
10 weeks
期刊最新文献
The influence of the introduction of an artificial neural network for traffic signal control Impact of remittances on exports and economic growth: a cross country analysis The influence of the introduction of public transportation lanes in the municipality of Bucharest A Moderation effect of atmospheric conditions on PM2.5 traffic related concentration Impact of expansion joints on noise pollution, case study in Cluj-Napoca
×
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