定着鉄筋を溶接したアンカーボルトセットを用いた層中間ピン柱脚接合部の水平力作用時の応力伝達機構と終局せん断耐力評価

Sachi Furukawa, Kunihiro Takahashi, Toru Watanabe, Toshiaki Someya, Katsunori Kaneda, Yoshihiro Kimura, Akira Wada

研究成果: Article査読

抄録

To realize beam yielding mechanism of a steel moment-resisting frame, mid-story pin column base system has been proposed. An exposed-type column base of a single anchor bolt stiffened by cross-shaped shear plates has been proposed to connect the upper steel column and the lower RC column as a pin connection. Cyclic loading tests of a substructure frame shows the connection sufficiently behaves as a pin connection until the frame reached a sufficiently large drift angle. This paper discusses shear stress transfer mechanism and evaluate the ultimate shear strength of the proposed connection based on static cycle horizontal loading tests.

寄稿の翻訳タイトルEffect of anchorage rebars applying to mid-story pin column base connection on stress transfer mechanism and ultimate shear strength under horizontal force
本文言語Japanese
ページ(範囲)1247-1258
ページ数12
ジャーナルJournal of Structural and Construction Engineering
86
786
DOI
出版ステータスPublished - 2021

Keywords

  • Mid-story column base system
  • Shear transfer mechanism
  • Steel frame
  • Ultimate shear strength

ASJC Scopus subject areas

  • 建築
  • 建築および建設

フィンガープリント

「定着鉄筋を溶接したアンカーボルトセットを用いた層中間ピン柱脚接合部の水平力作用時の応力伝達機構と終局せん断耐力評価」の研究トピックを掘り下げます。これらがまとまってユニークなフィンガープリントを構成します。

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