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    Predicting bond strength of corroded reinforced concrete after high-temperature exposure: A stacking model and feature selection

    New search for: Ge, Peng
    New search for: Yang, Ou
    New search for: Hua, Xugang
    New search for: Chen, Zhengqing
    New search for: He, Jia
    New search for: Liu, Zhiyu
    New search for: Zhang, Kailun

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    Predicting bond strength of corroded reinforced concrete after high-temperature exposure: A stacking model and feature selection

    New search for: Ge, Peng
    New search for: Yang, Ou
    New search for: Hua, Xugang
    New search for: Chen, Zhengqing
    New search for: He, Jia
    New search for: Liu, Zhiyu
    New search for: Zhang, Kailun

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Predicting bond strength of corroded reinforced concrete after high-temperature exposure: A stacking model and feature selection

    New search for: Ge, Peng
    New search for: Yang, Ou
    New search for: Hua, Xugang
    New search for: Chen, Zhengqing
    New search for: He, Jia
    New search for: Liu, Zhiyu
    New search for: Zhang, Kailun

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Access

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    Check availability in my library
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    Document information
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    Document information
    Title:

    Predicting bond strength of corroded reinforced concrete after high-temperature exposure: A stacking model and feature selection

    Additional title:

    Construction and Building Materials

    Contributors:

    Ge, Peng (author) / Yang, Ou (author) / Hua, Xugang (author) / Chen, Zhengqing (author) / He, Jia (author) / Liu, Zhiyu (author) / Zhang, Kailun (author)

    Published in:

    Construction and Building Materials ; 456 ; 139290

    Publication date:

    2024-12-01

    ISSN:

    0950-0618

    DOI:

    https://doi.org/10.1016/j.conbuildmat.2024.139290

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

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