根継ぎを有する伝統構法軸組の構造性能評価  [in Japanese] STRUCTURAL PERFORMANCE EVALUATION OF TRADITIONAL WOODEN FRAMEWORK WITH A JOINTED COLUMN  [in Japanese]

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Author(s)

    • 飯沼 孝太 IINUMA Kota
    • 横浜国立大学大学院都市イノベーション学府 Graduate School of Urban Innovation, Yokohama National Univ.
    • 中尾 方人 NAKAO Masato
    • 横浜国立大学大学院都市イノベーション研究院 Dept. of Architecture and Building Science, Yokohama National Univ.

Abstract

Static shear loading tests of framework with a jointed column using Kanawatsugi joint were conducted and their structural performance was evaluated. The results show that, in the strong-axis direction, the maximum load and the maximum deformation angle are same as un-jointed column, but, in the weak-axis direction, the maximum deformation angle is less than that of un-jointed column. Then, push-over analysis of frameworks with mud-plastered wall was performed. It was found that, for a jointed column, the maximum load and the maximum deformation angle are same as un-jointed column, so Netsugi maintenance does not affect structural performance of framework with mud-plastered wall.

Static shear loading tests of framework with a jointed column using Kanawatsugi joint were conducted and their structural performance was evaluated. The results show that, in the strong-axis direction, the maximum load and the maximum deformation angle are same as un-jointed column, but, in the weak-axis direction, the maximum deformation angle is less than that of un-jointed column. Then, push-over analysis of frameworks with mud-plastered wall was performed. It was found that, for a jointed column, the maximum load and the maximum deformation angle are same as un-jointed column, so Netsugi maintenance does not affect structural performance of framework with mud-plastered wall.

Journal

  • AIJ Journal of Technology and Design

    AIJ Journal of Technology and Design 21(48), 615-620, 2015

    Architectural Institute of Japan

Codes

  • NII Article ID (NAID)
    130005078412
  • NII NACSIS-CAT ID (NCID)
    AN10531441
  • Text Lang
    JPN
  • ISSN
    1341-9463
  • NDL Article ID
    026554732
  • NDL Call No.
    Z16-B375
  • Data Source
    NDL  J-STAGE 
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