2013年12月
厚肉箱形断面部材を用いたノンダイアフラム形式柱梁接合部の弾塑性挙動
鋼構造論文集
- ,
- ,
- 巻
- 20
- 号
- 80
- 開始ページ
- 57
- 終了ページ
- 72
- 記述言語
- 日本語
- 掲載種別
- 研究論文(学術雑誌)
- DOI
- 10.11273/jssc.20.80_57
- 出版者・発行元
- 日本鋼構造協会
In case of non-diaphragm type beam-to-column connection, out-of-plane deformation of column flange occurs and has some effect on overall behavior of steel frame. This paper investigates mechanical behavior of non-diaphragm type beam-to-column connection using thick square hollow section by means of full-scale loading test and finite element method analysis. As a result, it is clarified that distribution of shear force at panel zone of non-diaphragm type is differnt from that of through-diaphragm type, and strength of the non-diaphragm panel decreases and elastic stiffness increases.
- リンク情報
- ID情報
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- DOI : 10.11273/jssc.20.80_57
- ISSN : 1880-9928
- CiNii Articles ID : 130004955796