Effect of the girder-supported steel plate on stiffened and unstiffened steel shear walls seismic behaviour

Amin Ghafooripour, Jafar Asgari Marnani, Marziyeh Sartipi

    Research output: Contribution to conferencePaper

    Abstract

    This paper discuss an investigation on the stiffened and unstiffened girder supported steel shear wall subjected to monolitic in plane shear and to understand the behaviour. Finite element modeling was used for pushover analysis. aspect ratio, width to thickness effect were studied. Unstiffened one may be used for the rehabilitation and sesimic upgrading based on invetigated parameters.
    Original languageEnglish
    Pages318
    Number of pages10
    Publication statusPublished - 2 May 2012
    Event4th International Conference on Seismic Retroffiting - Tabriz, Iran, Islamic Republic of
    Duration: 2 May 20124 May 2012

    Conference

    Conference4th International Conference on Seismic Retroffiting
    Abbreviated titleICSR 2012
    CountryIran, Islamic Republic of
    CityTabriz
    Period2/05/124/05/12

    Keywords

    • Steel shear wall
    • seismic rehabilitation
    • upgrading
    • stiffened plate
    • unstiffened plate

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