Analytical study on the shear failure of PHC piles with large diameter

Naotaka Yamamoto, Shinji Kishida, Keiichi Katori, Shizuo Hayashi

研究成果: Article査読

1 被引用数 (Scopus)

抄録

Interest in pile structure design for earthquake-resistant buildings has risen sharply after the damage caused to pile foundations by the great earthquake in Hanshin areas. Also, the increase of building structural size has required the use of larger diameter piles. However, there have been few studies on piles with a large diameter were applied. In this study, we examined the mechanism to shear failure due to the cracking of the pile by the three-dimensional finite element method.

本文言語English
ページ(範囲)217-224
ページ数8
ジャーナルTransactions of the Japan Concrete Institute
20
出版ステータスPublished - 1998 12月 1
外部発表はい

ASJC Scopus subject areas

  • 建築および建設

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