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 language | English |
|---|---|
| Pages (from-to) | 217-224 |
| Number of pages | 8 |
| Journal | Transactions of the Japan Concrete Institute |
| Volume | 20 |
| Publication status | Published - 1998 |
| Externally published | Yes |
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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 journal › Article
}
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 -