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Research on Long-Term Monitoring and Evaluating Systemfor Wuhu Yangtze River Bridge

机译:芜湖长江大桥长期监测评估系统研究

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摘要

The installing and debugging of a bridge monitoring system has beenrnfinished on the Wuhu Yangtze River Bridge in China in 2004. The system consists ofrnstrain sensors, acceleration instruments, displacement transducers, and other testingrninstruments which are all installed at selected locations across the bridge. Thernobjective is to do safety evaluation for fatigue, vibration, and deformation of thernbridge in operation. The Wuhu Yangtze River Bridge was constructed in 2000. It is arnstayed-cable bridge with the use of both highway and railway. The fly-pastrnconfiguration of the main crossing is 180m + 312m + 180m. The stiffening girder is arntruss made of welded steel plates of H style and box style sections with thickness ofrnup to 44mm. The top chord of the steel truss is made composite with the concreterndeck. The monitoring system continuously records traffic-induced strains andrntransfers the data into stress spectrums. The structural details for fatigue evaluationrninclude various welded details in truss members as well as in cross beams andrnlongitudinal stringers in tension regions. Connections between the stayed cables andrnthe floor system are also instrumented. Various features have been developed in therndata processing software for satisfying specific needs of fatigue analysis. This is arnkey research project sponsored by the China Railway Ministry. The objective is torndevelop an effective and safe monitoring system and evaluating method to be appliedrnto other extra-long bridges in China.
机译:2004年在中国芜湖长江大桥上完成了桥梁监控系统的安装和调试。该系统由应变传感器,加速度仪表,位移传感器和其他测试仪器组成,它们均安装在桥梁的选定位置。目的是对运行中的桥梁的疲劳,振动和变形进行安全性评估。芜湖长江大桥始建于2000年,是公路和铁路结合使用的阿奈特斜拉桥。主道口的飞行路线配置为180m + 312m + 180m。加劲梁是由H型和箱形截面的焊接钢板制成的钢桁架,厚度最大为44mm。钢桁架的上弦与混凝土甲板制成复合材料。监控系统连续记录交通诱发的应变,并将数据传输到应力谱中。用于疲劳评估的结构细节包括桁架构件中的各种焊接细节,以及在受拉区域中的横梁和纵向纵梁中的各种焊接细节。还测量了斜拉电缆与地板系统之间的连接。数据处理软件中已开发出各种功能,以满足疲劳分析的特定需求。这是由中国铁道部赞助的arnkey研究项目。目的是开发一种有效且安全的监控系统和评估方法,以应用于中国的其他特长桥梁。

著录项

  • 来源
    《Metropolis amp; beyond》|2005年|1-8|共8页
  • 会议地点 New York NY(US)
  • 作者单位

    Bridge Section, Railway Engineering Research Institute, China Academy ofrnRailway Sciences, No.2 Da Liushu Road, Xiwai, Beijing, 100081, China PH (86) 10-5184-9695 FAX (86) 10-5187-4874 email: dfz@rails.com.cn;

    rnBridge Section, Railway Engineering Research Institute, China Academy ofrnRailway Sciences, No.2 Da Liushu Road, Xiwai, Beijing, 100081, China PH (86) 10-5184-9269 FAX (86) 10-6225-6572 email: kezt@263.net;

    rnBridge Section, Railway Engineering Research Institute, China Academy ofrnRailway Sciences, No.2 Da Liushu Road, Xiwai, Beijing, 100081, China PH (86) 10-5184-9695 FAX (86) 10-5187-4874 email: zyl@rails.com.cn;

    rnBridge Section, Railway Engineering Research Institute, China Academy ofrnRailway Sciences, No.2 Da Liushu Road, Xiwai, Beijing, 100081, China PH (86) 10-5184-9695 FAX;

  • 会议组织
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    stayed-cable bridge; monitoring; evaluation; fatigue; steel beam;

    机译:斜拉桥监控;评估;疲劳;钢梁;
  • 入库时间 2022-08-26 14:19:21

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