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    Displacement-Based Design of an Energy Dissipating System for Seismic Upgrading of Existing Masonry Structures

    New search for: Benedetti, Andrea
    New search for: Landi, Luca

    A displacement-based method for the design of an energy dissipating system is proposed in this article. The device, which is composed of added concrete walls equipped with hysteretic Added Damping and Stiffness (ADAS) dampers, is aimed at upgrading the seismic behavior of existing masonry structures. The design method is based upon a simplified model of the overall structure-dissipating system. The proposed displacement-based design procedure was tested by means of inelastic response-time history analyses considering different masonry structures. The results of the analyses were compared with the seismic behavior expected from the design.

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    Displacement-Based Design of an Energy Dissipating System for Seismic Upgrading of Existing Masonry Structures

    New search for: Benedetti, Andrea
    New search for: Landi, Luca

    A displacement-based method for the design of an energy dissipating system is proposed in this article. The device, which is composed of added concrete walls equipped with hysteretic Added Damping and Stiffness (ADAS) dampers, is aimed at upgrading the seismic behavior of existing masonry structures. The design method is based upon a simplified model of the overall structure-dissipating system. The proposed displacement-based design procedure was tested by means of inelastic response-time history analyses considering different masonry structures. The results of the analyses were compared with the seismic behavior expected from the design.

    Access

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    Check availability in my library
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    Displacement-Based Design of an Energy Dissipating System for Seismic Upgrading of Existing Masonry Structures

    New search for: Benedetti, Andrea
    New search for: Landi, Luca

    A displacement-based method for the design of an energy dissipating system is proposed in this article. The device, which is composed of added concrete walls equipped with hysteretic Added Damping and Stiffness (ADAS) dampers, is aimed at upgrading the seismic behavior of existing masonry structures. The design method is based upon a simplified model of the overall structure-dissipating system. The proposed displacement-based design procedure was tested by means of inelastic response-time history analyses considering different masonry structures. The results of the analyses were compared with the seismic behavior expected from the design.

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    Title:

    Displacement-Based Design of an Energy Dissipating System for Seismic Upgrading of Existing Masonry Structures

    Contributors:

    Benedetti, Andrea (author) / Landi, Luca (author) / Merenda, Dario Giuseppe (author)

    Published in:

    Journal of Earthquake Engineering ; 18 ; 477-501

    Publication date:

    2014-05-19

    Size:

    25 pages

    ISSN:

    1363-2469 , 1559-808X

    DOI:

    https://doi.org/10.1080/13632469.2014.897274

    Type of media:

    Article (Journal)

    Type of material:

    Electronic Resource

    Language:

    English

    Keywords:

    Energy Dissipating System , ADAS Damper , Displacement-Based Design , Seismic Upgrading , Masonry Structure

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