Ultimate strength of T-shaped and cross-shaped socket joints between steel beam and concrete-filled steel tubular column

Masato Yamada, Atsushi Hayashi, Shin Ichiro Nozawa, Teruhiko Yoda

    Research output: Contribution to journalArticle

    Abstract

    The authors have proposed an equation for estimating the ultimate strength of T-shaped socket joints. However, the effect of cyclic loading and external diagphragms, applicability to the cross-shaped joint and other issues must be verified. Therefore, the static loading tests by using the T-shaped joint specimens were carried out in order to investigate the effects of loading method and the diaphragm. Monotonic static loading tests by using the cross-shaped joint specimens were also carried out. The test results indicate that the loading method and the diaphragm affect the ultimate strength, and that the application of the proposed method to the cross-shaped joint is promising.

    Original languageEnglish
    JournalStructural Engineering/Earthquake Engineering
    Volume22
    Issue number2
    DOIs
    Publication statusPublished - 2005

    Fingerprint

    Diaphragms
    loading test
    steel
    Concretes
    Steel
    cyclic loading
    method
    effect

    Keywords

    • Concrete-filled steel tube
    • Cyclic loading
    • Diaphragm
    • Joint
    • Ultimate strength

    ASJC Scopus subject areas

    • Architecture

    Cite this

    Ultimate strength of T-shaped and cross-shaped socket joints between steel beam and concrete-filled steel tubular column. / Yamada, Masato; Hayashi, Atsushi; Nozawa, Shin Ichiro; Yoda, Teruhiko.

    In: Structural Engineering/Earthquake Engineering, Vol. 22, No. 2, 2005.

    Research output: Contribution to journalArticle

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    AU - Yoda, Teruhiko

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