鋼モルタル板を用いた座屈拘束ブレースの実験的研究

DOI

書誌事項

タイトル別名
  • EXPERIMENTAL STUDY ON BUCKLING-RESTRAINED BRACES USING STEEL MORTAR PLANKS
  • -Strong-axis buckling-mode due to difference in core plate slenderness ratios-
  • ‐芯材細長比の違いによる強軸座屈モード‐

抄録

The authors have developed a buckling-restrained brace providing stable hysteretic characteristic even under high-strain condition. However, deformation about strong-axis of a core plate may adversely affect the behavior of beams, columns or connections. In this paper, the tendencies of the deformation about strong-axis of a core plate are studied as a parameter by the difference of the core plate slenderness ratios. The number of the buckling modes is calculated using the formula that has been proposed from the past study. And, the influence of the buckling modes about strong-axis on the performance evaluation is considered.

収録刊行物

  • 鋼構造論文集

    鋼構造論文集 20 (78), 78_15-78_21, 2013

    社団法人 日本鋼構造協会

キーワード

詳細情報 詳細情報について

  • CRID
    1390001205314747776
  • NII論文ID
    130004548733
  • DOI
    10.11273/jssc.20.78_15
  • ISSN
    18840329
    18809928
  • 本文言語コード
    ja
  • データソース種別
    • JaLC
    • CiNii Articles
  • 抄録ライセンスフラグ
    使用不可

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