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

Naotaka Yamamoto, Shinji Kishida, Keiichi Katori, Shizuo Hayashi

Research output: Contribution to journalArticle

1 Citation (Scopus)

Abstract

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.

Original languageEnglish
Pages (from-to)217-224
Number of pages8
JournalTransactions of the Japan Concrete Institute
Volume20
Publication statusPublished - 1998
Externally publishedYes

Fingerprint

Piles
Earthquakes
Pile foundations
Finite element method

ASJC Scopus subject areas

  • Building and Construction

Cite this

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

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

Research output: Contribution to journalArticle

Yamamoto, Naotaka ; Kishida, Shinji ; Katori, Keiichi ; Hayashi, Shizuo. / Analytical study on the shear failure of PHC piles with large diameter. In: Transactions of the Japan Concrete Institute. 1998 ; Vol. 20. pp. 217-224.
@article{ec8f1dcd16df4a44a49015e8bb4a8df4,
title = "Analytical study on the shear failure of PHC piles with large diameter",
abstract = "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.",
author = "Naotaka Yamamoto and Shinji Kishida and Keiichi Katori and Shizuo Hayashi",
year = "1998",
language = "English",
volume = "20",
pages = "217--224",
journal = "Transactions of the Japan Concrete Institute",
issn = "0911-8985",
publisher = "Japan Concrete Institute",

}

TY - JOUR

T1 - Analytical study on the shear failure of PHC piles with large diameter

AU - Yamamoto, Naotaka

AU - Kishida, Shinji

AU - Katori, Keiichi

AU - Hayashi, Shizuo

PY - 1998

Y1 - 1998

N2 - 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.

AB - 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.

UR - http://www.scopus.com/inward/record.url?scp=0032219016&partnerID=8YFLogxK

UR - http://www.scopus.com/inward/citedby.url?scp=0032219016&partnerID=8YFLogxK

M3 - Article

VL - 20

SP - 217

EP - 224

JO - Transactions of the Japan Concrete Institute

JF - Transactions of the Japan Concrete Institute

SN - 0911-8985

ER -