Detection and Assessment of Seismic Response of High-Speed Railway Bridges Based on Smartphone Public Participation

被引:0
|
作者
Liu, Jiaqi [1 ,2 ]
Li, Weijie [1 ,2 ]
Zhao, Chenhao [1 ,2 ]
Jing, Yicheng [1 ,2 ]
Yin, Chao [1 ,2 ]
Zhao, Xuefeng [1 ,2 ]
机构
[1] Dalian Univ Technol, Sch Infrasturct Engn, Dalian 116024, Peoples R China
[2] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China
基金
中国国家自然科学基金;
关键词
high-speed railway bridge; smartphones; earthquake response; Unreal Engine; structural health detection; CONTINUOUS-GIRDER BRIDGE; DAMAGE DETECTION; INSPECTION;
D O I
10.3390/buildings14072091
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The seismic response detection and operational safety assessment of high-speed railway (HSR) bridges play a crucial role in ensuring HSR systems' operational safety and reliability. Smartphones have introduced intelligent inspection tools for structural health detection, becoming a new tool for intelligent structural inspection. Combining the public and smartphones is the key to public participation in structural health detection. This study utilizes smartphone-based structural seismic response inspection technology to investigate the framework of public participation in earthquake response inspection and assessment. This system comprises the Smart Bridge Brain (SBB), which integrates data from multiple sources and systems, an assigning mechanism for public participation inspection tasks, and smartphone-based HSR bridge structural seismic response inspection technology. At the same time, the Unreal Engine 5.0 software is used to create a mixed-reality virtual simulation experimental environment to validate the feasibility of this framework. The results indicate that the intelligent optimization of task allocation by the SBB successfully assigns detection tasks to each public participant. Public participants can promptly reach predefined damage structure detection targets and rapidly inspect bridge structural seismic response indicators using smartphones. In addition, this paper also conducts a comprehensive evaluation and analysis of the detection of the work efficiency index (WEI) within the system. Furthermore, optimization strategies for the efficient execution of detection tasks are proposed based on WEI variations influenced by different factors. The system framework is expected to enhance cluster-based HSR bridges' intelligent disaster prevention and mitigation capabilities.
引用
收藏
页数:24
相关论文
共 50 条
  • [1] Research on the Seismic Isolation of High-speed Railway Bridges
    Earthquake Engineering Research Test Center, Guangzhou University, Guangzhou
    Guangdong
    510405, China
    不详
    Xinjiang
    841001, China
    J. Railw. Eng. Soc., 7 (47-52):
  • [2] Seismic response prediction and fragility assessment of high-speed railway bridges using machine learning technology
    Wei, Biao
    Zheng, Xianglin
    Jiang, Lizhong
    Lai, Zhipeng
    Zhang, Ruimin
    Chen, Jun
    Yang, Zhixing
    STRUCTURES, 2024, 66
  • [3] Condition assessment for high-speed railway bridges based on train-induced strain response
    Li, Zhonglong
    Li, Shunlong
    Lv, Jia
    Li, Hui
    STRUCTURAL ENGINEERING AND MECHANICS, 2015, 54 (02) : 199 - 219
  • [4] Energy dissipation and seismic response reduction system for high-speed railway bridges based on multiple performance requirements
    Xu, Xiuli
    Chen, Xu
    Hu, Hao
    Zhou, Xuxu
    Cheng, Mengmeng
    Sun, Lei
    Li, Xuehong
    ENGINEERING STRUCTURES, 2024, 307
  • [5] Assessment of the dynamic behaviour of railway bridges for high-speed traffic
    Calcada, R.
    MAINTENANCE, SAFETY, RISK, MANAGEMENT AND LIFE-CYCLE PERFORMANCE OF BRIDGES, 2018, : 36 - 53
  • [6] Optimal combinations of parameters for seismic response prediction of high-speed railway bridges using machine learnings
    Zhou, Wangbao
    Xiong, Lijun
    Jiang, Lizhong
    Wu, Lingxu
    Xiang, Ping
    Jiang, Liqiang
    STRUCTURES, 2023, 57
  • [7] EFFECTS OF FLING STEP AND FORWARD DIRECTIVITY ON SEISMIC RESPONSE OF HIGH-SPEED RAILWAY CONTINUOUS GIRDER BRIDGES
    Xia, Chunyu
    Yang, Qingshan
    PROCEEDINGS OF THE THIRTEENTH INTERNATIONAL SYMPOSIUM ON STRUCTURAL ENGINEERING, VOLS 1 AND II, 2014, : 1419 - 1427
  • [8] SEISMIC PERFORMANCE OF HIGH-SPEED RAILWAY BRIDGES WITH DUCTILITY-IMPROVED PIERS
    Huang, Changhong
    Liu, Lin
    NEW TECHNOLOGIES OF RAILWAY ENGINEERING, 2012, : 627 - 632
  • [9] Seismic-Induced Track Spectrum Characteristics of High-Speed Railway Bridges
    Jiang, Lizhong
    Zuo, Yongjian
    Zhou, Wangbao
    Yu, Jian
    Peng, Kang
    Zheng, Yali
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2023, 23 (06)
  • [10] Performance Evaluation of Chinese High-Speed Railway Bridges Under Seismic Loads
    Xie, Xu
    Yang, T. Y.
    INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2020, 20 (05)