STRUCTURAL BEHAVIOUR OF BEAM-TO-COLUMN CONNECTION OF CONCRETE FILLED CIRCULAR TUBE COLUMN AND H-BEAM SPACE SUBASSEMBLAGE

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  • FU Gongyi
    Dept. of Architecture, Faculty of Engineering, Chiba University
  • MORITA Koji
    Dept. of Architecture, Faculty of Engineering, Chiba University
  • EBATO Kazumasa
    Dept. of Architecture, Faculty of Engineering, Chiba University

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Other Title
  • コンクリート充填円形鋼管柱-鉄骨梁立体部分骨組架橋における柱梁接合部の力学的挙動に関する研究
  • コンクリート充填円形鋼管柱--鉄骨梁立体部分骨組架構における柱梁接合部の力学的挙動に関する研究
  • コンクリート ジュウテン エンケイ コウカンチュウ テッコツハリ リッタイ

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Description

Structural behaviours of the connections between concrete filled circular tube column and wide flange steel beam have been studied by the beam-and-column space subassemblage tests with experimental variables of connection type and yielding sequences of the consisting parts of space subassemblage specimen. The plastic and ultimate strengths of beam-to-column connections are analysed by the yield line theory, giving good correspondence with the test results. And the plastic strengths of beam-end connection, column-end connection and connection panel are also discussed from the obtained strain measurements of the specimens.

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