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    Quantitative Study of Damage State Correlation for Structural Components under Seismic Actions: A Bridge Pier Case Study

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2026:;Volume ( 012 ):;issue: 002::page 04026005-1
    Author:
    Chen, Libo
    ,
    Mo, Ruchun
    ,
    Tang, Mingbo
    DOI: 10.1061/AJRUA6.RUENG-1727
    Publisher: American Society of Civil Engineers
    Abstract: AbstractWhen conducting system-level seismic risk assessments for structures, researchers are typically more concerned with the damage states (DSs) of multiple components rather than individual ones. In this context, analysis of DS correlation is ...
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      Quantitative Study of Damage State Correlation for Structural Components under Seismic Actions: A Bridge Pier Case Study

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    contributor authorChen, Libo
    contributor authorMo, Ruchun
    contributor authorTang, Mingbo
    date accessioned2026-08-20T21:19:49Z
    date available2026-08-20T21:19:49Z
    date copyright2026/01/22
    date issued2026
    identifier otherAJRUA6.RUENG-1727.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314298
    description abstractAbstractWhen conducting system-level seismic risk assessments for structures, researchers are typically more concerned with the damage states (DSs) of multiple components rather than individual ones. In this context, analysis of DS correlation is ...
    publisherAmerican Society of Civil Engineers
    titleQuantitative Study of Damage State Correlation for Structural Components under Seismic Actions: A Bridge Pier Case Study
    typeJournal Article
    journal volume12
    journal issue2
    journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
    identifier doi10.1061/AJRUA6.RUENG-1727
    journal fristpage04026005-1
    journal lastpage04026005-14
    page14
    treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2026:;Volume ( 012 ):;issue: 002
    contenttypeFulltext
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