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    An Equivalent Nonconvex Regularization Model Based on the Capped-l1 Function for Structural Damage Identification

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 011::page 04025194-1
    Author:
    Ma, Xiao
    ,
    Li, Rongpeng
    ,
    Xiao, Yuzhu
    ,
    Li, Xinbo
    ,
    Deng, Qingtian
    ,
    Song, Xueli
    DOI: 10.1061/JSENDH.STENG-14658
    Publisher: American Society of Civil Engineers
    Abstract: AbstractStructural damage identification based on sensitivity analysis can be modeled as a sparse recovery problem, with the original formulation being an l0-norm regularization model. However, this original model is NP-hard due to the discrete and ...
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      An Equivalent Nonconvex Regularization Model Based on the Capped-l1 Function for Structural Damage Identification

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/4313368
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    • Journal of Structural Engineering

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    contributor authorMa, Xiao
    contributor authorLi, Rongpeng
    contributor authorXiao, Yuzhu
    contributor authorLi, Xinbo
    contributor authorDeng, Qingtian
    contributor authorSong, Xueli
    date accessioned2026-08-20T12:19:42Z
    date available2026-08-20T12:19:42Z
    date copyright2025/09/09
    date issued2025
    identifier otherJSENDH.STENG-14658.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313368
    description abstractAbstractStructural damage identification based on sensitivity analysis can be modeled as a sparse recovery problem, with the original formulation being an l0-norm regularization model. However, this original model is NP-hard due to the discrete and ...
    publisherAmerican Society of Civil Engineers
    titleAn Equivalent Nonconvex Regularization Model Based on the Capped-l1 Function for Structural Damage Identification
    typeJournal Article
    journal volume151
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14658
    journal fristpage04025194-1
    journal lastpage04025194-13
    page13
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 011
    contenttypeFulltext
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