Shear resistance of anchor bolt with small free edges in exposed type steel column base

Hayato Asada, Shoichi Kishiki, Satoshi Yamada

研究成果: Article査読

1 被引用数 (Scopus)

抄録

This paper focuses on shear resistance of anchor bolts with deep embedment fastening steel column base to reinforced concrete foundation. The shear loading tests of a single anchor bolt were conducted to discuss effects of edge distance and reinforcements around an anchor bolt on shear capacity. From the test results, it is found that the prediction according to AIJ design provision does not adequately takes into account effects of edge distance in perpendicular to loading direction. Effective reinforcement arrangements to improve shear resistance of an anchor bolt were also investigated.

本文言語English
ページ(範囲)1517-1525
ページ数9
ジャーナルJournal of Structural and Construction Engineering
75
654
DOI
出版ステータスPublished - 2010 8
外部発表はい

ASJC Scopus subject areas

  • 建築
  • 建築および建設

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