| 種別 | paper |
| 主題 | Effect of Tendon Configuration on Shear Strength of Externay PC Beams with Large Eccentricity |
| 副題 | |
| 筆頭著者 | Eakarat WITCHUKREANGKRAI（Saitama University） |
| 連名者1 | Hiroshi MUTSUYOSHI（Saitama University） |
| 連名者2 | Yuzuru HAMADA（DPS Brige Works Co.） |
| 連名者3 | Muneki WATANABE（Mitsui Construction Co.） |
| 連名者4 | |
| 連名者5 | |
| キーワード | prestressed beams, extrnal prestressing, large eccentricity, shear strength |
| 巻 | 23 |
| 号 | 3 |
| 先頭ページ | 667 |
| 末尾ページ | 672 |
| 年度 | 2001 |
| 要旨 | Studies on shear behavior of externally Prestressed Concrete (PC) beams have been very few compared to flexural behavior, especially in beams with large eccentricity. To have a better understanding of the shear behavior of such beams, an experimental program was carried out to investigate the effect of tendon configuration (tendon area, tendon eccentricity and effective prestress force) on the shear strength and failure mode. The results of this experimental program are presented and discussed in this paper. |
| PDFファイル名 | 023-01-3112.pdf |