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    Experimental and numerical investigation on seismic performance of novel cable-restraining composite rubber bearings for highway bridges

    New search for: Zhong, Haiqiang
    New search for: Guo, Junjun
    New search for: Dang, Xinzhi
    New search for: Deng, Xiaowei
    New search for: Yuan, Wancheng
    New search for: Wang, Zhiqiang

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    Experimental and numerical investigation on seismic performance of novel cable-restraining composite rubber bearings for highway bridges

    New search for: Zhong, Haiqiang
    New search for: Guo, Junjun
    New search for: Dang, Xinzhi
    New search for: Deng, Xiaowei
    New search for: Yuan, Wancheng
    New search for: Wang, Zhiqiang

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Experimental and numerical investigation on seismic performance of novel cable-restraining composite rubber bearings for highway bridges

    New search for: Zhong, Haiqiang
    New search for: Guo, Junjun
    New search for: Dang, Xinzhi
    New search for: Deng, Xiaowei
    New search for: Yuan, Wancheng
    New search for: Wang, Zhiqiang

    Access

    Check access
    Check availability in my library
    Order at Subito €

    Access

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    Check availability in my library
    Order at Subito €

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    Document information
    Similar titles

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    Document information
    Title:

    Experimental and numerical investigation on seismic performance of novel cable-restraining composite rubber bearings for highway bridges

    Additional title:

    Engineering Structures

    Contributors:

    Zhong, Haiqiang (author) / Guo, Junjun (author) / Dang, Xinzhi (author) / Deng, Xiaowei (author) / Yuan, Wancheng (author) / Wang, Zhiqiang (author)

    Published in:

    Engineering Structures ; 317 ; 118619

    Publication date:

    2024-10-01

    ISSN:

    0141-0296

    DOI:

    https://doi.org/10.1016/j.engstruct.2024.118619

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

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