• ISSN 1673-5722
  • CN 11-5429/P

基于智能手机的桥梁结构动力参数识别与不确定性评估方法

刘壮 王立新 林健富 林思健 张利芬 王杰

刘壮,王立新,林健富,林思健,张利芬,王杰,2026. 基于智能手机的桥梁结构动力参数识别与不确定性评估方法. 震灾防御技术,x(x):1−15. doi:10.11899/zzfy20240250. doi: 10.11899/zzfy20240250
引用本文: 刘壮,王立新,林健富,林思健,张利芬,王杰,2026. 基于智能手机的桥梁结构动力参数识别与不确定性评估方法. 震灾防御技术,x(x):1−15. doi:10.11899/zzfy20240250. doi: 10.11899/zzfy20240250
Liu Zhuang, Wang Lixin, Lin Jianfu, Lin Sijian, Zhang Lifen, Wang Jie. Study of Smartphone Based Bridge Structural Dynamic Parameter Identification and Uncertainty Assessment Method[J]. Technology for Earthquake Disaster Prevention. doi: 10.11899/zzfy20240250
Citation: Liu Zhuang, Wang Lixin, Lin Jianfu, Lin Sijian, Zhang Lifen, Wang Jie. Study of Smartphone Based Bridge Structural Dynamic Parameter Identification and Uncertainty Assessment Method[J]. Technology for Earthquake Disaster Prevention. doi: 10.11899/zzfy20240250

基于智能手机的桥梁结构动力参数识别与不确定性评估方法

doi: 10.11899/zzfy20240250
基金项目: 国家重点研发计划项目(2019YFB2102704-03、2020YFB2103505-05);深圳市可持续发展专项项目(KCXFZ20211020165543004)
详细信息
    作者简介:

    刘壮,男,生于1998年。硕士研究生。主要从事结构健康监测方面的研究。E-mail:Lz13137233326@163.com

    通讯作者:

    王立新,男,生于1976年。正研级高工。主要从事工程结构安全监测方面的研究。E-mail:wlx@szadpr.cn

  • 中图分类号: P315.9

Study of Smartphone Based Bridge Structural Dynamic Parameter Identification and Uncertainty Assessment Method

  • 摘要: 针对桥梁结构的安全运维,结构动力参数的识别是评估结构健康状况的关键步骤。然而,传统的结构动力参数识别技术依赖于昂贵且操作复杂的传感器设备和数据采集系统,且需要由专业团队和经验丰富的技术人员进行操作与分析,这些技术壁垒限制了桥梁结构健康监测与维护技术的普及。针对上述技术难题,本研究提出了一种基于智能手机的桥梁结构动力参数识别及不确定性评估方法,并在一座人行天桥上进行了应用验证试验和对比测试。结果证明,本研究提出的方法在识别精度和稳定性方面表现优异,为实际工程应用提供了坚实的理论支撑。
  • 图  1  智能手机监测软件功能介绍

    Figure  1.  Introduction of smartphone monitoring software function

    图  2  信号处理总体流程图

    Figure  2.  Overall flow chart of signal processing

    图  3  桥梁及场景布设

    Figure  3.  Bridge and scene layout

    图  4  桥梁竖向加速度时程信号

    Figure  4.  Vertical acceleration time-course signal of the bridge

    图  5  991B型拾振器监测信号的IMF分量

    Figure  5.  IMF component of the 991B vibration pickup monitoring signal

    图  6  智能手机监测信号的IMF分量

    Figure  6.  IMF component of the smartphone monitoring signal

    图  7  991B型拾振器监测信号的Hilbert谱

    Figure  7.  Hilbert spectrum of the 991B vibration pickup monitoring signals

    图  8  智能手机监测信号的Hilbert谱

    Figure  8.  Hilbert spectrum of the smartphone monitoring signals

    图  9  991B型拾振器和智能手机监测信号在不同方法下的频率聚类结果

    Figure  9.  Frequency clustering results of 991B vibration pickup and smartphone monitoring signals under different methods

    图  10  991B型拾振器和智能手机监测信号的频谱图

    Figure  10.  Frequency spectrum of 991B vibration pickup and the smartphone monitoring signal

    表  1  智能手机主要技术指标

    Table  1.   Main technical indicators of smartphones

    序号 项目 技术参数
    处理器 高通骁龙8gen3,台积电4 nm制程,最高主频为3.3 GHz
    内存 LPDDR5X内存,最高传输速率8533 Mbps
    惯性传感器 品牌:瑞声科技AMA600;
    全温零偏(−40 ℃到+85 ℃) 3$ \text{σ} $:1 mg;
    零偏不稳定性(Allan) @25 ℃:20 μg;
    速度随机游走:0.03 m·s/$ \sqrt{h} $;
    标称因素非线性:100 ppm
    加速度灵敏度$ \dfrac{V\cdot {s}^{2}}{m} $或$ \dfrac{V\cdot s}{m} $ 0.015
    加速度最大量程/(m·s−2) 98
    通频带(Hz,$ {}_{{-3}}^{\text{+1}}\text{ dB} $) 0~50
    加速度分辨率/(m·s−2) 0.01~0.02
    下载: 导出CSV

    表  2  991B型拾振器主要技术指标

    Table  2.   Main technical indicators of 991B vibration pickup

    序号 项目 技术参数
    加速度灵敏度$ \dfrac{V\cdot {s}^{2}}{m} $或$ \dfrac{V\cdot s}{m} $ 0.3
    加速度最大量程/(m·s−2) 15
    通频带(Hz,$ {}_{\text{-3}}^{\text{+1}}\text{dB} $) 0.125~80
    输出负荷电阻$ /\text{kΩ} $ 1000
    加速度分辨率/(m·s−2) 5×10−6
    下载: 导出CSV
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出版历程
  • 收稿日期:  2024-12-26
  • 录用日期:  2025-02-12
  • 修回日期:  2025-01-25
  • 网络出版日期:  2026-03-26

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