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

Translated title of the contribution: Effect of the anchorage type on ultimate shear strength of reinforced concrete beam-column joint with different floor levels

Tianwen Dong, Nobuaki Hanai, Toshihiko Ninakawa

Research output: Contribution to journalArticlepeer-review

Abstract

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.

Translated title of the contributionEffect of the anchorage type on ultimate shear strength of reinforced concrete beam-column joint with different floor levels
Original languageJapanese
Pages (from-to)237-241
Number of pages5
JournalAIJ Journal of Technology and Design
Volume27
Issue number65
DOIs
Publication statusPublished - Feb 2021

All Science Journal Classification (ASJC) codes

  • Architecture
  • Building and Construction

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