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Ground Motion Simulation and Bridges Collapse Fragility Analysis Across Reverse Strike-Slip Faults.

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Title: Ground Motion Simulation and Bridges Collapse Fragility Analysis Across Reverse Strike-Slip Faults.
Authors: Chen, He-Yu1 (AUTHOR), Chen, Li-Bo1 (AUTHOR) lbchen@fzu.edu.cn, Li, Huai-Guang2 (AUTHOR), Gu, Yin1 (AUTHOR), Zou, Yu-Lin3 (AUTHOR)
Source: Journal of Earthquake Engineering. Aug2025, Vol. 29 Issue 10, p2099-2125. 27p.
Subjects: Ground motion, Strike-slip faults (Geology), Iron & steel bridges, Fault zones, Earthquake engineering, Earthquake hazard analysis
Abstract: This study addresses the seismic risk assessment of bridges located across reverse-oblique fault zones, focusing on the complex effects of buried reverse strike-slip faults with shallow burial depfths. The surface rupture patterns of reverse strike-slip faults may differ from the locations of surface rupture typically identified in conventional cross-fault engineering studies, presenting unique challenges for seismic assessment. First, a novel approach combining a broadband hybrid method with site-specific risk assessment results to simulate ground motions in regions adjacent to a reverse strike-slip fault. The simulation results are validated by comparing the mean log residuals with recorded data from the Luding earthquake in China. Second, taking into account the effects of fault depth, the study divides the affected area into four distinct regions based on varying ground motion characteristics, and performs time-range analyses to examine differences in permanent displacements and variability among these regions. Lastly, a relative displacement index is introduced to quantify the fragility differences across fault regions (with or without surface dislocation reversal). Three boundary effects are evaluated to assess the impact of this new index on traditional metrics used to estimate collapse probability. The results demonstrate that the broadband hybrid method, when tailored to local site conditions, effectively models ground motion variations in near-fault regions. Additionally, the study reveals that spatial variability in ground motion intensity and motion directionality significantly increase the uncertainty in collapse probability predictions. Combining peak velocity and relative dynamic displacement notably improves the overall collapse probability assessment using the ground motion intensity index, while peak velocity and relative residual displacement are more appropriate for evaluating collapse probability at specific ground motion intensities. These findings offer valuable insights into the seismic design and evaluation of bridges spanning fault zones and provide more reliable damage assessment methods for infrastructure in high-risk seismic areas. [ABSTRACT FROM AUTHOR]
Copyright of Journal of Earthquake Engineering is the property of Taylor & Francis Ltd 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.)
Database: Engineering Source
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DbLabel: Engineering Source
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PubTypeId: academicJournal
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  Data: Ground Motion Simulation and Bridges Collapse Fragility Analysis Across Reverse Strike-Slip Faults.
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  Data: <searchLink fieldCode="DE" term="%22Ground+motion%22">Ground motion</searchLink><br /><searchLink fieldCode="DE" term="%22Strike-slip+faults+%28Geology%29%22">Strike-slip faults (Geology)</searchLink><br /><searchLink fieldCode="DE" term="%22Iron+%26+steel+bridges%22">Iron & steel bridges</searchLink><br /><searchLink fieldCode="DE" term="%22Fault+zones%22">Fault zones</searchLink><br /><searchLink fieldCode="DE" term="%22Earthquake+engineering%22">Earthquake engineering</searchLink><br /><searchLink fieldCode="DE" term="%22Earthquake+hazard+analysis%22">Earthquake hazard analysis</searchLink>
– Name: Abstract
  Label: Abstract
  Group: Ab
  Data: This study addresses the seismic risk assessment of bridges located across reverse-oblique fault zones, focusing on the complex effects of buried reverse strike-slip faults with shallow burial depfths. The surface rupture patterns of reverse strike-slip faults may differ from the locations of surface rupture typically identified in conventional cross-fault engineering studies, presenting unique challenges for seismic assessment. First, a novel approach combining a broadband hybrid method with site-specific risk assessment results to simulate ground motions in regions adjacent to a reverse strike-slip fault. The simulation results are validated by comparing the mean log residuals with recorded data from the Luding earthquake in China. Second, taking into account the effects of fault depth, the study divides the affected area into four distinct regions based on varying ground motion characteristics, and performs time-range analyses to examine differences in permanent displacements and variability among these regions. Lastly, a relative displacement index is introduced to quantify the fragility differences across fault regions (with or without surface dislocation reversal). Three boundary effects are evaluated to assess the impact of this new index on traditional metrics used to estimate collapse probability. The results demonstrate that the broadband hybrid method, when tailored to local site conditions, effectively models ground motion variations in near-fault regions. Additionally, the study reveals that spatial variability in ground motion intensity and motion directionality significantly increase the uncertainty in collapse probability predictions. Combining peak velocity and relative dynamic displacement notably improves the overall collapse probability assessment using the ground motion intensity index, while peak velocity and relative residual displacement are more appropriate for evaluating collapse probability at specific ground motion intensities. These findings offer valuable insights into the seismic design and evaluation of bridges spanning fault zones and provide more reliable damage assessment methods for infrastructure in high-risk seismic areas. [ABSTRACT FROM AUTHOR]
– Name: AbstractSuppliedCopyright
  Label:
  Group: Ab
  Data: <i>Copyright of Journal of Earthquake Engineering is the property of Taylor & Francis Ltd 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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RecordInfo BibRecord:
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      – Type: doi
        Value: 10.1080/13632469.2025.2487866
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      – Code: eng
        Text: English
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        PageCount: 27
        StartPage: 2099
    Subjects:
      – SubjectFull: Ground motion
        Type: general
      – SubjectFull: Strike-slip faults (Geology)
        Type: general
      – SubjectFull: Iron & steel bridges
        Type: general
      – SubjectFull: Fault zones
        Type: general
      – SubjectFull: Earthquake engineering
        Type: general
      – SubjectFull: Earthquake hazard analysis
        Type: general
    Titles:
      – TitleFull: Ground Motion Simulation and Bridges Collapse Fragility Analysis Across Reverse Strike-Slip Faults.
        Type: main
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          Name:
            NameFull: Chen, He-Yu
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            NameFull: Chen, Li-Bo
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            NameFull: Li, Huai-Guang
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            NameFull: Gu, Yin
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            NameFull: Zou, Yu-Lin
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            – D: 01
              M: 08
              Text: Aug2025
              Type: published
              Y: 2025
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