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    Stiffness Reduction Factor of Reinforced Concrete Bridge Pier Considering Characters of Nonlinear

    New search for: Luo, P.
    New search for: Shen, D.
    New search for: Mi, H.
    New search for: Kong, X.
    New search for: Wang, J.

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    Stiffness Reduction Factor of Reinforced Concrete Bridge Pier Considering Characters of Nonlinear

    New search for: Luo, P.
    New search for: Shen, D.
    New search for: Mi, H.
    New search for: Kong, X.
    New search for: Wang, J.

    Access

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

    Stiffness Reduction Factor of Reinforced Concrete Bridge Pier Considering Characters of Nonlinear

    New search for: Luo, P.
    New search for: Shen, D.
    New search for: Mi, H.
    New search for: Kong, X.
    New search for: Wang, J.

    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:

    Stiffness Reduction Factor of Reinforced Concrete Bridge Pier Considering Characters of Nonlinear

    Contributors:

    Luo, P. (author) / Shen, D. (author) / Mi, H. (author) / Kong, X. (author) / Wang, J. (author)

    Conference:

    9th, International conference of Chinese transportation professionals; ICCTP 2009 ; 2009 ; harbin, China

    Published in:

    International conference of Chinese transportation professionals; ICCTP 2009 ; 2482-2490

    INTERNATIONAL CONFERENCE OF CHINESE TRANSPORTATION PROFESSIONALS ; 4

    Publication date:

    2009-01-01

    Size:

    9 pages

    ISBN:

    9781615673933

    Type of media:

    Conference paper

    Type of material:

    Print

    Language:

    English

    Keywords:

    Transportation professionals , Chinese transportation , ICCTP

    © Metadata Copyright the British Library Board and other contributors. All rights reserved.

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