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Bridge damage identification based on synchronous statistical moment theory of vehicle–bridge interaction.

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Title: Bridge damage identification based on synchronous statistical moment theory of vehicle–bridge interaction.
Authors: Yang, Yang1,2 (AUTHOR) yangyangcqu@cqu.edu.cn, Xu, Wenming1,2 (AUTHOR), Gao, Anguo1,2 (AUTHOR), Yang, Qingshan1,2 (AUTHOR), Gao, Yuqing3 (AUTHOR) yuqing27@tongji.edu.cn
Source: Computer-Aided Civil & Infrastructure Engineering. Dec2024, Vol. 39 Issue 24, p3741-3768. 28p.
Subjects: Structural dynamics, Bridge testing, Moments method (Statistics), Acceleration (Mechanics), Curvature
Abstract: Considering the weak noise resistance and low identification efficiency of traditional bridge damage identification methods, a data‐driven approach based on synchronous statistical moment theory and vehicle–bridge interaction vibration theory is proposed. This method involves two main steps. First, a two‐axle test vehicle is used to collect acceleration response signals synchronously from adjacent designated measurement points while stationary. This operation is repeated to calculate the second‐order statistical moment curvature (SOSMC) difference of entire bridge points corresponding signals in different states. By comparing with the reference value, the preliminary damage location of the bridge can be obtained. Second, the first‐order modal shape curve is constructed using the second‐order statistical moment (SOSM). The refined identification of bridge damage is then based on an improved direct stiffness back calculation of the bridge's stiffness. This article proposes the synchronization theory for the first time and combines it with the statistical moment clustering method, forming an innovative approach to obtaining structural vibration modes. The effectiveness of this method has been well validated through numerical simulations with different parameters and on‐site bridge tests. The research results indicate that SOSMC indicators have better noise resistance and higher recognition efficiency in identifying damage locations, compared to modal curvature and flexibility curvature indicators. Additionally, compared to transfer rate and random subspace methods, the SOSM method results in smaller error and higher identification efficiency. [ABSTRACT FROM AUTHOR]
Copyright of Computer-Aided Civil & Infrastructure Engineering is the property of Wiley-Blackwell and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract. (Copyright applies to all Abstracts.)
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  Label: Title
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  Data: Bridge damage identification based on synchronous statistical moment theory of vehicle–bridge interaction.
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  Data: <searchLink fieldCode="AR" term="%22Yang%2C+Yang%22">Yang, Yang</searchLink><relatesTo>1,2</relatesTo> (AUTHOR)<i> yangyangcqu@cqu.edu.cn</i><br /><searchLink fieldCode="AR" term="%22Xu%2C+Wenming%22">Xu, Wenming</searchLink><relatesTo>1,2</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Gao%2C+Anguo%22">Gao, Anguo</searchLink><relatesTo>1,2</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Yang%2C+Qingshan%22">Yang, Qingshan</searchLink><relatesTo>1,2</relatesTo> (AUTHOR)<br /><searchLink fieldCode="AR" term="%22Gao%2C+Yuqing%22">Gao, Yuqing</searchLink><relatesTo>3</relatesTo> (AUTHOR)<i> yuqing27@tongji.edu.cn</i>
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  Data: <searchLink fieldCode="JN" term="%22Computer-Aided+Civil+%26+Infrastructure+Engineering%22">Computer-Aided Civil & Infrastructure Engineering</searchLink>. Dec2024, Vol. 39 Issue 24, p3741-3768. 28p.
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  Data: <searchLink fieldCode="DE" term="%22Structural+dynamics%22">Structural dynamics</searchLink><br /><searchLink fieldCode="DE" term="%22Bridge+testing%22">Bridge testing</searchLink><br /><searchLink fieldCode="DE" term="%22Moments+method+%28Statistics%29%22">Moments method (Statistics)</searchLink><br /><searchLink fieldCode="DE" term="%22Acceleration+%28Mechanics%29%22">Acceleration (Mechanics)</searchLink><br /><searchLink fieldCode="DE" term="%22Curvature%22">Curvature</searchLink>
– Name: Abstract
  Label: Abstract
  Group: Ab
  Data: Considering the weak noise resistance and low identification efficiency of traditional bridge damage identification methods, a data‐driven approach based on synchronous statistical moment theory and vehicle–bridge interaction vibration theory is proposed. This method involves two main steps. First, a two‐axle test vehicle is used to collect acceleration response signals synchronously from adjacent designated measurement points while stationary. This operation is repeated to calculate the second‐order statistical moment curvature (SOSMC) difference of entire bridge points corresponding signals in different states. By comparing with the reference value, the preliminary damage location of the bridge can be obtained. Second, the first‐order modal shape curve is constructed using the second‐order statistical moment (SOSM). The refined identification of bridge damage is then based on an improved direct stiffness back calculation of the bridge's stiffness. This article proposes the synchronization theory for the first time and combines it with the statistical moment clustering method, forming an innovative approach to obtaining structural vibration modes. The effectiveness of this method has been well validated through numerical simulations with different parameters and on‐site bridge tests. The research results indicate that SOSMC indicators have better noise resistance and higher recognition efficiency in identifying damage locations, compared to modal curvature and flexibility curvature indicators. Additionally, compared to transfer rate and random subspace methods, the SOSM method results in smaller error and higher identification efficiency. [ABSTRACT FROM AUTHOR]
– Name: AbstractSuppliedCopyright
  Label:
  Group: Ab
  Data: <i>Copyright of Computer-Aided Civil & Infrastructure Engineering is the property of Wiley-Blackwell and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.)
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        Value: 10.1111/mice.13298
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      – Code: eng
        Text: English
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        PageCount: 28
        StartPage: 3741
    Subjects:
      – SubjectFull: Structural dynamics
        Type: general
      – SubjectFull: Bridge testing
        Type: general
      – SubjectFull: Moments method (Statistics)
        Type: general
      – SubjectFull: Acceleration (Mechanics)
        Type: general
      – SubjectFull: Curvature
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      – TitleFull: Bridge damage identification based on synchronous statistical moment theory of vehicle–bridge interaction.
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            NameFull: Yang, Yang
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            NameFull: Xu, Wenming
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            NameFull: Gao, Anguo
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            NameFull: Yang, Qingshan
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            NameFull: Gao, Yuqing
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              M: 12
              Text: Dec2024
              Type: published
              Y: 2024
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