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    Three-Dimensional Nonlinear Finite Element Analysis of Reinforced Concrete Interior Beam-Column Joints with Ultra High Strength Materials

    New search for: Kashiwazaki, T.
    New search for: Noguchi, H.
    New search for: Azizinamini, A.
    New search for: Darwin, D.
    New search for: French, C.

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    Three-Dimensional Nonlinear Finite Element Analysis of Reinforced Concrete Interior Beam-Column Joints with Ultra High Strength Materials

    New search for: Kashiwazaki, T.
    New search for: Noguchi, H.
    New search for: Azizinamini, A.
    New search for: Darwin, D.
    New search for: French, C.

    Access

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

    Three-Dimensional Nonlinear Finite Element Analysis of Reinforced Concrete Interior Beam-Column Joints with Ultra High Strength Materials

    New search for: Kashiwazaki, T.
    New search for: Noguchi, H.
    New search for: Azizinamini, A.
    New search for: Darwin, D.
    New search for: French, C.

    Access

    Access via TIB
    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:

    Three-Dimensional Nonlinear Finite Element Analysis of Reinforced Concrete Interior Beam-Column Joints with Ultra High Strength Materials

    Contributors:

    Kashiwazaki, T. (author) / Noguchi, H. (author) / Azizinamini, A. / Darwin, D. / French, C. / United Engineering Foundation

    Conference:

    Conference, High strength concrete ; 1997 ; Kona, HI

    Published in:

    High strength concrete ; 26-37

    HIGH STRENGTH CONCRETE -INTERNATIONAL CONFERENCE-

    Publication date:

    1999-01-01

    Size:

    12 pages

    ISBN:

    0784404194

    Type of media:

    Conference paper

    Type of material:

    Print

    Language:

    English

    Keywords:

    high strength concrete , concrete , HSC

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

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