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

1 引用 (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.

元の言語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
出版物ステータスPublished - 1998
外部発表Yes

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Piles
Earthquakes
Pile foundations
Finite element method

ASJC Scopus subject areas

  • Building and Construction

これを引用

Analytical study on the shear failure of PHC piles with large diameter. / Yamamoto, Naotaka; Kishida, Shinji; Katori, Keiichi; Hayashi, Shizuo.

:: Transactions of the Japan Concrete Institute, 巻 20, 1998, p. 217-224.

研究成果: Article

Yamamoto, Naotaka ; Kishida, Shinji ; Katori, Keiichi ; Hayashi, Shizuo. / Analytical study on the shear failure of PHC piles with large diameter. :: Transactions of the Japan Concrete Institute. 1998 ; 巻 20. pp. 217-224.
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