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 |
| 巻 | 20 |
| 出版ステータス | Published - 1998 |
| 外部発表 | はい |
ASJC Scopus subject areas
- 建築および建設