梁 に 段 差 を 有 す る 鉄 筋 コ ン クリート造柱梁接合部のせん断強度に主筋の定着形式が及ぼす影響

Tianwen Dong, Nobuaki Hanai, Toshihiko Ninakawa

研究成果: Contribution to journalArticle査読

抄録

This report showed experiment results of beam-cloumn joint with different floor levels on beam. The purpose of this experiment is comparing the effect that the anchorage type exerts on ultimate shear strength of beam-cloumn joint. The experiment was conducted on one direction gradual increase loading, and two specimens with different anchorage types of the main bars of beam were designed. The conclusion is as follows: Compared to the specimen with development by 90-degree hook, the ultimate shear strength of the specimen with straight development was increased, however the strength was more dramatically deteriorated.

寄稿の翻訳タイトルEffect of the anchorage type on ultimate shear strength of reinforced concrete beam-column joint with different floor levels
本文言語日本語
ページ(範囲)237-241
ページ数5
ジャーナルAIJ Journal of Technology and Design
27
65
DOI
出版ステータス出版済み - 2 2021

All Science Journal Classification (ASJC) codes

  • 建築
  • 建築および建設

フィンガープリント

「梁 に 段 差 を 有 す る 鉄 筋 コ ン クリート造柱梁接合部のせん断強度に主筋の定着形式が及ぼす影響」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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