Experimental Study on Shear Strength of the H-shaped Steel Strong Axis Beam-to-Weak Axis Column Connection Panel

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Other Title
  • H形鋼弱軸柱・強軸梁交叉型接合部パネルのせん断耐力に関する実験的研究

Description

The shear strength of the panel of various sections of the columns are newly proposed and listed in Recommendations for Design of Connections in Steel Structures(2001) published by Architectural Institute of Japan(AIJ). However, the shear strength of the panel of weak-axis H-column is not listed in this Recommendation. In this paper subassemblages of several panel aspect ratios consisting of weak-axis H-column and strong-axis H-beam are tested by cyclic horizontal load under the several axial forces of the column. Elastic-plastic behaviors of the connection panels are reported.

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Details 詳細情報について

  • CRID
    1390282680291496832
  • NII Article ID
    130004301253
  • DOI
    10.11273/jssc1994.11.43_1
  • ISSN
    18840329
    18809928
  • Data Source
    • JaLC
    • CiNii Articles
    • Crossref
  • Abstract License Flag
    Disallowed

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