Detailing reinforced concrete closing corner joints for ductility

A. Zouzou, D. Haldane

    Research output: Contribution to journalArticle

    Abstract

    This Paper addresses the problem of reinforced concrete corner joints under closing loading, and it proposes a new reinforcement arrangement. The proposed solution has been examined experimentally and proved to be efficient. The results obtained from the laboratory-based investigation indicate that the proposed solution could also be applicable to earthquake-resistant structures.

    Original languageEnglish
    Pages (from-to)43-48
    Number of pages6
    JournalProceedings of the ICE - Structures and Buildings
    Volume99
    Issue number1
    Publication statusPublished - Feb 1993

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    Ductility
    Reinforced concrete
    Earthquakes
    Reinforcement

    Cite this

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    title = "Detailing reinforced concrete closing corner joints for ductility",
    abstract = "This Paper addresses the problem of reinforced concrete corner joints under closing loading, and it proposes a new reinforcement arrangement. The proposed solution has been examined experimentally and proved to be efficient. The results obtained from the laboratory-based investigation indicate that the proposed solution could also be applicable to earthquake-resistant structures.",
    author = "A. Zouzou and D. Haldane",
    year = "1993",
    month = "2",
    language = "English",
    volume = "99",
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    journal = "Proceedings of the ICE - Structures and Buildings",
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    Detailing reinforced concrete closing corner joints for ductility. / Zouzou, A.; Haldane, D.

    In: Proceedings of the ICE - Structures and Buildings, Vol. 99, No. 1, 02.1993, p. 43-48.

    Research output: Contribution to journalArticle

    TY - JOUR

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    AU - Haldane, D.

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    Y1 - 1993/2

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    AB - This Paper addresses the problem of reinforced concrete corner joints under closing loading, and it proposes a new reinforcement arrangement. The proposed solution has been examined experimentally and proved to be efficient. The results obtained from the laboratory-based investigation indicate that the proposed solution could also be applicable to earthquake-resistant structures.

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    JO - Proceedings of the ICE - Structures and Buildings

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