Study on Strength Calculation of Beam-Flange to Rectangular Hollow Section Side Column Connections with Exterior Diaphragm

DOI IR (HANDLE) Open Access
  • CUI Yue
    Department of Urban Design, Department of Architecture Kyushu University : Doctoral Program
  • MATSUO Shintaro
    Department of Architecture and Urban Design, Faculty of Human-Environment Studies, Kyushu University

Bibliographic Information

Other Title
  • 角形鋼管側柱を対象とする外ダイアフラム形式梁フランジ接合部の耐力算定に関する研究
Published
2025-01-15
Resource Type
departmental bulletin paper
DOI
  • 10.15017/7337586
Publisher
Faculty of Human-Environment Studies, Kyushu University

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Description

By utilizing FEM analysis on monotonic tensile experiments, this study analyzed on the behavior of beam-torectangular hollow section (RHS) side column connections with exterior diaphragms. This article reevaluates the plastic and yield strength of this kind of connections with a new formular basing on a suggested formular for connections on interior columns, of which the aim is to enhance accuracy in strength prediction and address recent discoveries in connections’ mechanical behavior. Meanwhile an approximate formular is also given. Comparing Matsuo's traditional method to the new approach reveals, the latter showed a superior accuracy and safety, giving lower estimates on yield strength and plastic strength, according to a static analysis.

Journal

  • 都市・建築学研究

    都市・建築学研究 47 15-25, 2025-01-15

    Faculty of Human-Environment Studies, Kyushu University

Keywords

Details 詳細情報について

  • CRID
    1390866271466037120
  • NII Book ID
    AA11687626
  • DOI
    10.15017/7337586
  • ISSN
    27588610
  • HANDLE
    2324/7337586
  • Text Lang
    ja
  • Article Type
    departmental bulletin paper
  • Data Source
    • JaLC
    • IRDB
  • Abstract License Flag
    Allowed

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