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    Numercial Analysis of Square Steel Tubular Columns Filled with Steel Reinforced Concrete Subjected to Eccentric Load

    New search for: Yu, Guo-Feng
    New search for: Zhao, Xu-Dong
    New search for: Sui, Hai-Yu

    This paper developed numerical analysis program. Results agree well with the tested ones. So the numerical analysis method can be used to estimate the bearing capacity and deformation.

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    Numercial Analysis of Square Steel Tubular Columns Filled with Steel Reinforced Concrete Subjected to Eccentric Load

    New search for: Yu, Guo-Feng
    New search for: Zhao, Xu-Dong
    New search for: Sui, Hai-Yu

    This paper developed numerical analysis program. Results agree well with the tested ones. So the numerical analysis method can be used to estimate the bearing capacity and deformation.

    Access

    Access via TIB
    Check availability in my library
    Order at Subito €

    Numercial Analysis of Square Steel Tubular Columns Filled with Steel Reinforced Concrete Subjected to Eccentric Load

    New search for: Yu, Guo-Feng
    New search for: Zhao, Xu-Dong
    New search for: Sui, Hai-Yu

    This paper developed numerical analysis program. Results agree well with the tested ones. So the numerical analysis method can be used to estimate the bearing capacity and deformation.

    Access

    Access via TIB
    Check availability in my library
    Order at Subito €

    Access

    Access via TIB
    Check availability in my library
    Order at Subito €

    Page navigation

    Document information
    Similar titles

    Export, share and cite

    Document information
    Title:

    Numercial Analysis of Square Steel Tubular Columns Filled with Steel Reinforced Concrete Subjected to Eccentric Load

    Contributors:

    Yu, Guo-Feng (author) / Zhao, Xu-Dong (author) / Sui, Hai-Yu (author)

    Published in:

    Trends in Civil Engineering, ICSBM, International Conference on Structures and Building Materials, 2 ; 922-925

    Advanced Materials Research ; 446-449

    Publication date:

    2012

    Size:

    4 Seiten

    ISSN:

    1022-6680

    DOI:

    https://doi.org/10.4028/www.scientific.net/AMR.446-449.922

    Type of media:

    Conference paper

    Type of material:

    Print

    Language:

    English

    Keywords:

    exzentrische Belastung , numerische Analysis , bewehrter Beton , Stahlrohr , Tragfähigkeit

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