Implementation of a Long-Term Bridge Weigh-In-Motion System for a Steel Girder Bridge in the Interstate Highway System

IF 3.1 2区 工程技术 Q2 ENGINEERING, CIVIL Journal of Bridge Engineering Pub Date : 2009-10-15 DOI:10.1061/(ASCE)1084-0702(2009)14:6(418)
A. Cardini, J. DeWolf
{"title":"Implementation of a Long-Term Bridge Weigh-In-Motion System for a Steel Girder Bridge in the Interstate Highway System","authors":"A. Cardini, J. DeWolf","doi":"10.1061/(ASCE)1084-0702(2009)14:6(418)","DOIUrl":null,"url":null,"abstract":"This technical paper discusses the implementation of a long-term bridge weigh-in-motion system for use in determining gross vehicle weights of trucks crossing steel girder bridges. The system uses strain data to determine truck weights using an existing structural health monitoring system installed on a interstate highway bridge. The applied system has the advantage of not using any axle detectors in the roadway; and instead all analyses are performed using strain gauges attached directly to the steel girders, providing for a long-term monitoring system with minimal maintenance. Long-term data has been used to demonstrate that this method can be readily applied to gain important information on the quantity and weights of the trucks crossing the highway bridge.","PeriodicalId":56125,"journal":{"name":"Journal of Bridge Engineering","volume":"14 1","pages":"418-423"},"PeriodicalIF":3.1000,"publicationDate":"2009-10-15","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://sci-hub-pdf.com/10.1061/(ASCE)1084-0702(2009)14:6(418)","citationCount":"38","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"Journal of Bridge Engineering","FirstCategoryId":"5","ListUrlMain":"https://doi.org/10.1061/(ASCE)1084-0702(2009)14:6(418)","RegionNum":2,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"Q2","JCRName":"ENGINEERING, CIVIL","Score":null,"Total":0}
引用次数: 38

Abstract

This technical paper discusses the implementation of a long-term bridge weigh-in-motion system for use in determining gross vehicle weights of trucks crossing steel girder bridges. The system uses strain data to determine truck weights using an existing structural health monitoring system installed on a interstate highway bridge. The applied system has the advantage of not using any axle detectors in the roadway; and instead all analyses are performed using strain gauges attached directly to the steel girders, providing for a long-term monitoring system with minimal maintenance. Long-term data has been used to demonstrate that this method can be readily applied to gain important information on the quantity and weights of the trucks crossing the highway bridge.
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
州际公路系统钢梁桥长期动态称重系统的实施
本文讨论了一种用于确定通过钢梁桥的货车总重的长期桥梁动态称重系统的实现。该系统利用安装在州际公路桥梁上的现有结构健康监测系统,利用应变数据来确定卡车重量。应用系统的优点是在道路上不使用任何轴检测器;取而代之的是,所有的分析都是使用直接连接在钢梁上的应变片进行的,从而提供了一个长期监测系统,维护最少。长期的数据表明,这种方法可以很容易地用于获取通过公路桥的卡车的数量和重量的重要信息。
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
Journal of Bridge Engineering
Journal of Bridge Engineering 工程技术-工程:土木
CiteScore
6.30
自引率
5.60%
发文量
166
审稿时长
6 months
期刊介绍: The Journal of Bridge Engineering publishes papers about all aspects of the art and science of bridge engineering. The journal publishes research that advances the practice and profession of bridge engineering and papers about issues, projects, materials, design, fabrication, construction, inspection, evaluation, safety, performance, management, retrofitting, rehabilitation, repair, and demolition.
期刊最新文献
Improving the Predictive Analytics of Machine-Learning Pipelines for Bridge Infrastructure Asset Management Applications: An Upstream Data Workflow to Address Data Quality Issues in the National Bridge Inventory Database Finite-Element-Based Study on Girder Behavior and Load-Sharing of Shear-Connected Multigirder Prestressed Concrete Bridges Behavior of a Network Tied-Arch Bridge Subjected to Sudden Hanger Loss Scenarios Corrosion-Fretting Fatigue Analysis of Bridge Cables Based on Multifactor Competition Model and Time-Dependent Reliability Fatigue Performance of a Novel Steel–Concrete Joint of a Long-Span High-Speed Railway Hybrid Girder–Cable-Stayed Bridge
×
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