Based on inclinometer to measure Dynamic Deflection of High-Speed Railway Bridge

被引:2
|
作者
He, Xianlong [1 ]
Zhao, Lizhen [2 ]
机构
[1] CEA, Inst Engn Mech, Key Lab Earthquake Engn & Engn Vibrat, Harbin 150080, Peoples R China
[2] Inst Diasaster Prevent Sci & Technol, Hebei 065201, Peoples R China
关键词
High-Speed Railway Bridge; dynamic deflection; inclinometer; photoelectric deflection detection; measure deflection;
D O I
10.4028/www.scientific.net/AMM.405-408.3019
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The dynamic deflection measurement is an important component to the bridge loading test of high-speed railway bridge. Using inclinometers to test the Dynamic deflection is a good method for High-Speed Railway bridge deflection detection. In this paper, we develop a new inclinometer and a new theory to fast calculate deflection. It has been use to detect the dynamic deflection of Baishui River bridge on FuZhou-WenZhou High-Speed Railway when high speed train runs across at kinds of speed. Results indicate: comparing with the measurement results of photoelectric deflection detection system, all dynamic deflection measurement results of inclinometers are very accuracy. Their deflection curves are also similar. All results also show: Using our inclinometers to test High-Speed Railway bridge dynamic deflection can get precise results and can satisfy the dynamic deflection measurement request of high-speed railway bridge. Comparing with other methods of dynamic deflection measurement, this method is very easy to operate., do not need stop the traffic, and not affected by weather, and not need a static reference point, can measure the dynamic deflection of any beam bridge.
引用
收藏
页码:3019 / +
页数:2
相关论文
共 50 条
  • [1] Dynamic deflection monitoring of high-speed railway bridges with the optimal inclinometer sensor placement
    Li, Shunlong
    Wang, Xin
    Liu, Hongzhan
    Zhuo, Yi
    Su, Wei
    Di, Hao
    SMART STRUCTURES AND SYSTEMS, 2020, 26 (05) : 591 - 603
  • [2] New Method for High-Speed Railway Bridge Dynamic Deflection Measurement
    He, Xianlong
    Yang, Xueshan
    Zhao, Lizhen
    JOURNAL OF BRIDGE ENGINEERING, 2014, 19 (07)
  • [3] Dynamic responses of high-speed railway continuous bridge
    Wang, Qingbo
    Wang, Sheng
    Xu, Kebin
    Xia, He
    Beifang Jiaotong Daxue Xuebao/Journal of Northern Jiaotong University, 1997, 21 (04): : 399 - 404
  • [4] Dynamic analysis of railway bridge under high-speed trains
    Xia, H
    Zhang, N
    COMPUTERS & STRUCTURES, 2005, 83 (23-24) : 1891 - 1901
  • [5] Integral Bridge for High-Speed Railway
    Rodriguez, Javier
    Martinez, Francisco
    Marti, Joaquin
    STRUCTURAL ENGINEERING INTERNATIONAL, 2011, 21 (03) : 297 - 303
  • [6] High-speed Railway Bridge Dynamic Measurement Based on GB-InSAR Technology
    Liu, Miao
    Ding, Ke-liang
    Liu, Xianglei
    Song, Zichao
    INTERNATIONAL CONFERENCE ON INTELLIGENT EARTH OBSERVING AND APPLICATIONS 2015, 2015, 9808
  • [7] Dynamic simulation and critical assessment of a composite bridge in high-speed railway
    Matsuoka, Kodai
    Collina, Andrea
    Sogabe, Masamichi
    X INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS (EURODYN 2017), 2017, 199 : 3027 - 3032
  • [8] Dynamic Performance Analysis on High-Speed Railway Continuous Girder Bridge
    Song, Shoutan
    Zhang, Jiwen
    Yuan, Xin
    GREEN BUILDING MATERIALS AND ENERGY-SAVING CONSTRUCTION, 2011, 280 : 186 - 190
  • [9] Optimal intensity measure selection in incremental dynamic analysis: methodology improvements and application to a high-speed railway bridge
    Tianxing Wen
    Lizhong Jiang
    Liqiang Jiang
    Wangbao Zhou
    Yanliang Du
    Bulletin of Earthquake Engineering, 2024, 22 : 2059 - 2083
  • [10] Optimal intensity measure selection in incremental dynamic analysis: methodology improvements and application to a high-speed railway bridge
    Wen, Tianxing
    Jiang, Lizhong
    Jiang, Liqiang
    Zhou, Wangbao
    Du, Yanliang
    BULLETIN OF EARTHQUAKE ENGINEERING, 2024, 22 (04) : 2059 - 2083