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    Non-Linear Finite Element Analysis of Masonry Towers by Adopting the Damage Plasticity Constitutive Model

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    Non-Linear Finite Element Analysis of Masonry Towers by Adopting the Damage Plasticity Constitutive Model

    New search for: Resta, Marco
    New search for: Fiore, Alessandra
    New search for: Monaco, Pietro

    Access

    Access via TIB
    Check availability in my library
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    Non-Linear Finite Element Analysis of Masonry Towers by Adopting the Damage Plasticity Constitutive Model

    New search for: Resta, Marco
    New search for: Fiore, Alessandra
    New search for: Monaco, Pietro

    Access

    Access via TIB
    Check availability in my library
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    Document information
    Title:

    Non-Linear Finite Element Analysis of Masonry Towers by Adopting the Damage Plasticity Constitutive Model

    Contributors:

    Resta, Marco (author) / Fiore, Alessandra / Monaco, Pietro

    Published in:

    Advances in structural engineering ; 16

    Publication date:

    2013

    ISSN:

    1369-4332

    Type of media:

    Article (Journal)

    Type of material:

    Print

    Language:

    English

    Classification:

    BKL:  56.10 Ingenieurhochbau: Allgemeines / 56.10

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